INTEGRATED FORMWORK SYSTEM FOR CONSTRUCTION OF SUPER HIGH-RISE BUILDING

Abstract

An integrated formwork system for construction of a super high-rise building, comprising a climbing system in a stereoscopic structure formed by a successive enclosure of a plurality of climbing formwork units, a jacking system formed by a plurality of jacking units arranged side by side being disposed in the stereoscopic structure, and a working space formed between the climbing system and the jacking system, wherein the climbing formwork units located at a same side wall of the stereoscopic structure all correspond to the jacking units adjacent to the side wall and are capable of moving synchronously or separately, the jacking units are provided thereon with a vertical adjusting device and a horizontal adjusting device, and a plurality of groups of tensioning devices are disposed in each of the jacking units. Such formwork has light deadweight, a low gravity center, good structural safety, a broad construction work plane.

Claims

1. An integrated formwork system for construction of a super high-rise building, comprising: a climbing system in a stereoscopic structure formed by a successive enclosure of a plurality of climbing formwork units; a jacking system formed by a plurality of jacking units arranged side by side being disposed in the stereoscopic structure; a working space for mounting steel structures and steel bars and pouring concrete walls being formed between the climbing system and the jacking system; wherein both the climbing system and the jacking system are configured to move in a vertical direction, the climbing formwork units located at a same side wall of the stereoscopic structure all correspond to the jacking units adjacent to the side wall and are configured to move synchronously or separately, the jacking units are provided thereon with a vertical adjusting device and a horizontal adjusting device respectively positioning position connection points of a vertical position and a horizontal position, and a plurality of groups of tensioning devices for enhancing a structural stability are disposed in each of the jacking units.

2. The integrated formwork system of claim 1, wherein the jacking units each comprises a lower support frame and an upper support frame, the upper support frame is disposed immediately above the lower support frame, a hydraulic cylinder is installed on the upper support frame, a cylinder pole is disposed in the hydraulic cylinder, a bottom of the cylinder pole passes through the upper support frame and is fixed onto the lower support frame, during jacking operation the lower support frame or the upper support frame is as a fulcrum, either the lower support frame or the upper support frame can move vertically under action of the hydraulic cylinder and the cylinder pole, and the lower support frame can be inserted into the upper support frame; and the lower support frame and the upper support frame are provided with connecting parts, and the connecting parts pass through the corresponding lower support frame or the upper support frame and are configured to connect to embedded parts in a shear wall.

3. The integrated formwork system of claim 2, wherein a support structure of the hydraulic cylinder comprises a plurality of coaxial cylindrical bodies connected in series, a seal is formed at junctions of the cylindrical bodies, the lowermost cylindrical body of the cylindrical bodies is fixed onto the upper support frame, the uppermost cylindrical body of the cylindrical bodies is fixed onto an operation platform, guide connecting plates are disposed at the junctions of the cylindrical bodies, each of the junctions has two guide connecting plates, which are symmetrically disposed on and firmly secured to both sides of the cylindrical bodies, and the junctions of the cylindrical bodies are located in ranges of the guide connecting plates.

4. The integrated formwork system of claim 1, wherein the horizontal adjusting device comprises a horizontal adjusting mechanism, a support plate and an installation plate, a bottom surface of the installation plate is attached to a top surface of the support plate, the support plate is connected to one of the jacking units, the horizontal adjusting mechanism is fixed onto a top surface of the installation plate, the horizontal adjusting mechanism is moveable on the support plate, a positioning wheel configured to contact a sheer wall is disposed on the horizontal adjusting mechanism, and the horizontal adjusting mechanism is configured to adjust a position of the positioning wheel to allow a horizontal movement of the positioning wheel.

5. The integrated formwork system of claim 4, wherein the horizontal adjusting mechanism comprises a box body, the box body is disposed on the installation plate, a screw-nut pair is disposed in the box body, a connecting plate is disposed outside the box body, one end of the connecting plate is inserted into the box body and is connected to the screw-nut pair, and the connecting plate can move horizontally under action of the screw-nut pair, the positioning wheel is connected to the connecting plate, and the positioning wheel can rotate about its own axis; and the screw-nut pair comprises a screw, a nut and a nut seat, the nut is mounted around the screw, the nut seat is installed on the nut, the connecting plate is secured to the nut seat, one end of the screw passes through the box body and is disposed outside one end of the box body away from the positioning wheel, and a lock nut is mounted around a portion of the screw disposed outside the box body.

6. The integrated formwork system of claim 5, wherein the vertical adjusting device comprises a guide track mounted on a jacking frame, the jacking frame is connected to one of the jacking units, the guide track can move horizontally on the jacking frame, and a guide installation frame configured to move horizontally along the guide track is installed on the guide track; and the guide track is provided therein with a stopper, and the stopper is movable and can be fixed in the guide track, a movement path of the guide installation frame is from the stopper to one end of the guide track away from the stopper, a strip through hole is disposed on the stopper, a locking pin is disposed in the strip through hole, the locking pin passes through both the strip through hole and the guide track, and the locking pin is movable in the strip through hole.

7. The integrated formwork system of claim 6, wherein the guide installation frame comprises a wheel and a lifting frame, the wheel is disposed in the guide track and can move horizontally along the guide track, the lifting frame is disposed under the guide track and connected to the wheel, a connecting rod is disposed in the lifting frame, the connecting rod passes through the lifting frame and is located under the guide track, a bottom end of connecting rod passes through a lifting plate connected to a formwork, and the connecting rod can move in the vertical direction; and a fine threaded section and a coarse threaded section are disposed on an outer wall of the connecting rod, the fine threaded section is disposed above the coarse threaded section, the outer wall of the connecting rod is sequentially provided with a fine adjusting nut, a locking nut and a coarse adjusting nut, the lifting frame is disposed between the fine adjusting nut and the locking nut, and the lifting plate is disposed between the locking nut and the coarse adjusting nut.

8. The integrated formwork system of claim 1, wherein the tensioning devices each comprises a tensioning rod, the tensioning rod is disposed between operation platforms adjacent thereto, two ends of the tensioning rod are respectively connected to the corresponding operation platform of the adjacent operation platforms; and a vertical rod is disposed between the adjacent operation platforms, two ends of the vertical rod are respectively fixed onto the corresponding operation platform of the adjacent operation platforms, and the vertical rod is disposed between the tensioning rods that are configured to be located between floors.

9. The integrated formwork system of claim 8, wherein the operation platforms comprise several layers of operation platforms, two tensioning rods are disposed between any two adjacent operation platforms of the uppermost three operation platforms, and all tensioning rods form an X-shaped structure; the vertical rod is disposed between the two tensioning rods disposed between the adjacent operation platforms, and the two ends of the vertical rod are vertically secured to the corresponding operation platform respectively; and a bottom surface of the uppermost operation platform, a top surface of the lowermost operation platform and a middle layer operation platform of an uppermost three operation platforms are all provided with two positioning plates, wherein the vertical rod is disposed between the positioning plates, two ends of the two positioning plates of the middle layer operation platform both pass through the middle layer operation platform and are respectively disposed between the uppermost operation platform and the middle layer operation platform, and between the middle layer operation platform and the lowermost operation platform, and one end of each of the tensioning rods is connected to one end of the corresponding positioning plate.

10. The integrated formwork system of claim 9, wherein an adjusting bolt is mounted on the one end of each of the tensioning rods, the adjusting bolt of each of the tensioning rods located between the uppermost operation platform and the middle layer operation platform is connected to one of the positioning plates disposed on the bottom surface of the uppermost operation platform, the adjusting bolt of each of the tensioning rods located between the middle layer operation platform and the lowermost operation platform is connected to a bottom of one of the positioning plates passing through the middle layer operation platform, and the adjusting bolt can rotate about a connection point of the adjusting bolt and a positioning plate connected thereto; and connecting pins are disposed respectively between the positioning plate and the tensioning rod, and between the positioning plate and the adjusting bolt, the connecting pins pass through both the corresponding positioning plate and the tensioning rod or the adjusting bolt, and both the tensioning rod and the adjusting bolt can rotate about an axis of the corresponding connecting pins.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0054] The drawings illustrated herein is to provide a further understanding of the examples of the present disclosure, constituting a part of this application, and are not to limit the examples of the present disclosure. In the drawings:

[0055] FIG. 1 is a vertically sectional view of the present disclosure;

[0056] FIG. 2 is a transversely sectional view of the present disclosure;

[0057] FIG. 3 is a top view of the top surface of the uppermost layer;

[0058] FIG. 4 is a top view of the top surface of the second layer;

[0059] FIG. 5 is a top view of the top surface of the third layer;

[0060] FIG. 6 is a schematic structural diagram of the jacking unit;

[0061] FIG. 7 is a side view of the FIG. 6;

[0062] FIG. 8 is a schematic structural diagram of the tensioning device;

[0063] FIG. 9 is a partial enlarged view of the FIG. 8;

[0064] FIG. 10 is an installation schematic diagram of the vertical and horizontal adjusting device;

[0065] FIG. 11 is a schematic structural diagram showing the structures of the horizontal positioning and adjusting device and the jacking guide device;

[0066] FIG. 12 is a schematic structural diagram showing the structures of the vertical positioning and adjusting device and the formwork vertical adjusting device.

[0067] Annotations in the figures and names of the corresponding parts are:

[0068] 1guide connecting plate, 2high strength bolt, 3hydraulic cylinder, 4fixing pin, 5flange connection seat, 6the first connecting part, 7upper support frame, 8cylinder pole, 9shear wall, 10the second connecting part, 11lower support frame, 12upper mounting plate, 13mounting seat, 14lower mounting plate, 15locking pin, 16jacking system, 17climbing system, 18pouring space, 19channel plate, 20jacking unit, 21climbing formwork unit, 22middle layer operation platform, 23tensioning rod, 24vertical rod, 25uppermost operation platform, 26lowermost operation platform, 27positioning plate, 28connecting pin, 29adjusting bolt, 30vertical adjusting device, 31formwork, 32horizontal adjusting device, 33positioning wheel, 34screw, 35connecting plate, 36lock nut, 37support plate, 38box body, 39installation plate, 40wheel, 41connecting shaft, 42lifting frame, 43fine adjusting nut, 44connecting rod, 45lower locking nut, 46coarse adjusting nut, 47lifting plate, 48upper locking nut, 49socket wrench, 50guide track.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS

[0069] In order to make the objectives, technical solutions and advantages of the present disclosure more clear and obvious, the present disclosure will be further described in detail below with reference to the examples and drawings. The exemplary embodiments of the present disclosure and the description thereof are merely used to explain the present disclosure and are not intended to limit the present disclosure.

Example 1

[0070] As shown in FIG. 1 to FIG. 5, an integrated formwork system for construction of a super high-rise building, comprising a climbing system 17 in a stereoscopic structure formed by a successive enclosure of a plurality of climbing formwork units 21, a jacking system 16 formed by a plurality of jacking units 20 arranged side by side being disposed in the stereoscopic structure, and a working space for mounting steel structures and steel bars and pouring concrete walls being formed between the climbing system 17 and the jacking system 16, wherein both the climbing system 17 and the jacking system 16 are capable of moving in a vertical direction, climbing formwork units 21 located at a same side wall of the stereoscopic structure in the plurality of the climbing formwork units 21 all correspond to the jacking units 20 adjacent to the side wall and are capable of moving synchronously or separately, the jacking units are provided thereon with a vertical adjusting device 30 and a horizontal adjusting device 32 respectively positioning position connection points of a vertical position and a horizontal position, and a plurality of groups of tensioning devices for enhancing a structural stability are disposed in each of the jacking units. The present disclosure using climbing formworks for the construction and protection outside the core tube and steel platform jacking for the construction and protection inside the core tube, simply called as inner jacking and outer climbing (or outer climbing and inner jacking) formwork system, can not only perform the simultaneous climbing and jacking as a whole, but also respectively schedule the independent climbing or jacking according to the construction flow progress. The inner jacking comprises N independent units according to different projects, wherein either each unit can be jacked up separately, or the units can be jacked up as a whole, and the combinations of any 1-N units can also be jacked up according to field construction. Each layer of the five-layer operation working surface of the present disclosure has a large operation space. In particular, the layouts of the uppermost three working surfaces are more optimized, wherein only the spreaders are installed on the uppermost top layer, so that the space for stacking materials and working is spacious; the second working plane facilitates the arrangement of the toolboxes and the toolhouse, which can reduce work preparation time and improve working efficiency of the workers working on the platform that has the largest workload while a 6-ton fire pool is arranged for reliable fire control; and the third working plane is mainly used for preparation and operation control of each jacking operation, and each unit of this layer has an electrical and hydraulic control system, wherein the electrically controlled and hydraulic lines are compactly arranged, not only minimizing the possible damage to the electrically controlled and hydraulic lines during the jacking process and construction, but also facilitating control operations of workers. The rest of the layers have the large operation space which facilitates the arrangement of the construction machines for each type of work and workers' work and saves a considerable amount of work preparation time, thereby eventually achieving a better bearing capacity, light deadweight, a low gravity center, better structural safety, a broad construction work plane, shortest preparation time and lifting time for each climbing and highest working efficiency. Compared with the other systems, the construction period for the construction of the standard floors of the super high-rise building can be shortened by one or more days, and after the construction is completed, the present disclosure can be reused in construction of other super high-rise and ordinary high-rise buildings with only a few changes, having comprehensive economic benefits unmatched by the traditional systems.

Example 2

[0071] As shown in FIG. 6 and FIG. 7, based on Example 1, the jacking units 20 comprise a lower support frame 11 and an upper support frame 7, wherein the upper support frame 7 is disposed immediately above the lower support frame 11; a hydraulic cylinder 3 is installed on the upper support frame 7, wherein a cylinder pole 8 is disposed in the hydraulic cylinder 3, a bottom of the cylinder pole 8 passes through the upper support frame 7 and is fixed onto the lower support frame 11. During jacking operation the lower support frame 11 or the upper support frame 7 is as a fulcrum, either the lower support frame 11 or the upper support frame 7 can move vertically under action of the hydraulic cylinder 3 and the cylinder pole 8, and the lower support frame 11 can be inserted into the upper support frame 7. When the jacking operation is carried out, the upper support frame 7 or the lower support frame 11 can be independently used as the fulcrum to realize the corresponding jacking operation, which can jack up to the determined position at one operation. Also, such structure requires small jacking space, and can reasonably distribute the jacking force, allowing that the existing ordinary hydraulic cylinder can be used as the jacking cylinder, facilitating assembly and maintenance, and reducing cost.

[0072] A support structure of the hydraulic cylinder 3 is composed of a plurality of coaxial cylindrical bodies connected in series, and a seal is formed at junctions of the cylindrical bodies, wherein the lowermost cylindrical body is fixed onto the upper support frame 7, the uppermost cylindrical body is fixed onto an operation platform. Guide connecting plates 1 are disposed at the junctions of the cylindrical bodies, each of the junctions has two guide connecting plates 1, which are symmetrically disposed on and firmly secured to both sides of the cylindrical bodies, and the junctions of the cylindrical bodies are located in ranges of the guide connecting plates 1. The guide connecting plates 1 are generally disposed at ends of each of the cylindrical bodies and are connected by the high strength bolts 2, so that the guide connecting plates 1 can be in close contact with the cylindrical bodies after passing through the channels, allowing more accurate positioning and limiting during fixing. The number and length of the cylindrical bodies are set in view of the commonly used modulus for the actual floor height of the high-rise buildings, and the working stroke of the hydraulic cylinder is determined by satisfaction of the standard floor height of the building, allowing the hydraulic cylinder to jack up to the position at one operation. One more embodiment and one more jacking are used for the special floor so that the adopted hydraulic cylinder has greater universality and can be reused for different construction sites in the future. A square opening is disposed on the hydraulic cylinder for its easy replacement as accidents occur. The basic modulus of the hydraulic cylinder and the bearing structure thereof uses 3-meter height, and the present implementation project increases the height to 4.5 meters according to the modulus, wherein the standard floor height for the specific and pertinent project is increased according to the series of preferred numbers principle, allowing the whole system to meet construction requirements of almost all the high-rise buildings, and maximizing utilization efficiency of all structural members and key hydraulic parts.

[0073] Connecting parts are disposed on the lower support frame 11 and on the upper support frame 7, and the connecting parts pass through the corresponding lower support frame 11 or the upper support frame 7 and are connected to the embedded parts in a shear wall 9. The connecting parts connected to the upper support frame 7 are named the first connecting parts 6, and the connecting parts connected to the lower support frame are named the second connecting parts 10, wherein the first connecting parts 6 and the second connecting parts both adopt two 10.9 grade M36 high strength connecting bolts. The particular structures of the lower support frame 11 and the upper support frame 7 are that: the lower support frame 11 comprises a first horizontal frame which is a rectangular frame with a hollow interior; two first vertical rods in parallel with each other are disposed below the first horizontal frame, wherein a top end of the first vertical rod is vertically fixed onto the first horizontal frame, and both of the first vertical rods are in contact with the sheer wall 9; the connecting part passes vertically through the first vertical rod and is connected to the embedded part in the shear wall 9; two first diagonal rods in parallel with each other are disposed between the first horizontal frame and the first vertical rod, wherein two ends of the first diagonal rod are respectively fixed onto the first horizontal frame and one of the two first vertical rods; and the interconnected first vertical rod, first diagonal rod and the first horizontal frame form a right triangle. The upper support frame 7 comprises a second horizontal frame which is a rectangular frame with a hollow interior, wherein the lower support frame is disposed within a range of the end surface of the rectangular frame; two second vertical rods in parallel with each other are disposed below the second horizontal frame, wherein a top end of the second vertical rod is vertically secured to the second horizontal frame, and both of the second vertical rods are in contact with the sheer wall 9; the connecting part passes vertically through the second vertical rod and is connected to the embedded part in the shear wall 9; two second diagonal rods in parallel with each other are disposed between the second horizontal frame and the second vertical rod, wherein two ends of the second diagonal rod are respectively secured to the second horizontal frame and one of the two second vertical rods; and the interconnected second vertical rod, second diagonal rod and the second horizontal frame form a right triangle. Mounting plates are fixed both on a top surface of the first horizontal frame and on a top surface of the second horizontal frame, wherein the hydraulic cylinder 3 is fixed onto the upper mounting plate 39 of the second horizontal frame, and the cylinder pole 8 is fixed onto the lower mounting plate 14 of the first horizontal frame. A flange connection seat 5 is disposed on the second horizontal frame, and the flange connection seat 5 is fixed onto the upper mounting plate 39 of the second horizontal frame, wherein a bottom of the hydraulic cylinder 3 is fixed onto the flange connection seat 5, and a top of the cylinder pole 8 passes through the flange connection seat 5 and is inserted into the hydraulic cylinder 3. A mounting seat 13 is disposed above the first horizontal frame, wherein the mounting seat 13 is secured to the lower mounting plate 14 of the first horizontal frame, and a bottom of the cylinder pole 8 is inserted into and secured to the mounting seat 13. The hydraulic cylinder 3 may be fixed in another manner that its top is connected and secured to the operation platform through a pin shaft while the bottom is not fixed onto the upper support frame 7; and the bottom end of the cylinder pole 8 is inserted into the mounting seat 13 and fixed, wherein a top surface of the mounting seat 13 is receded to form a mounting groove, into which the bottom of the cylinder pole 8 is inserted, and the mounting groove has a locking pin 15 therein, wherein the locking pin passes through both the cylinder pole 8 and the mounting seat 13. All the mounting plates use rectangular square steel, wherein the lower mounting plate 39 uses one piece of rectangular square steel for the gripping of the flange connection seat 5, and the upper mounting plate 39 uses two pieces of rectangular square steel for cylinder pole 8 to pass through. The size of the upper support frame 7 is larger than that of the lower support frame 11, wherein the upper support frame 7 can be regarded as two right triangles from a side view in section along the vertical direction, and the lower support frame 11 and the cylinder pole 8 are capable of travelling between the two right triangles to perform jacking operation; in order to further improve stability, a plurality of ribbed plates are disposed in the lower support frame 11, the ribbed plates connecting two right triangles of the lower support frame 11 to further stabilize the structure; and each right triangle of the upper support frame 7 and each right triangle of the lower support frame 11 are provided therein with a plurality of ribbed plates for connection so that they are divided into multiple small triangles, further enhancing the stability. Through such design, the structure of the support frames can ensure the stability during use, and simplify the overall structure while the support requirements are met, simplifying the operation processes; and the jacking support structure can efficiently overcome the disadvantages of the existing formwork system, and have a good bearing capacity, light deadweight, reliable connection and simple operation. Every support frame adopts space triangular truss structure, which has the easily analyzed force and a quite high bearing capacity, and can withstand a vertical load of 80 tons at a single point.

[0074] The design of the present disclosure adopts the reverse thinking, which first determine the number n (n=P/F, P-total load of the unit) of the support points according to the greatest bearing capacity F of the mature and reliable jacking cylinder commonly used on the market. Nanning Huarun east office building is taken as an example: the core tube is divided into six modules, wherein the largest module unit has deadweight of 100 tons, various live loads of 80 tons, and the most unfavorable effect design value is set as 240 tons; and since the greatest bearing capacity of the mature and reliable jacking cylinder commonly used on the market is 80 tons (cylinder diameter of 150 mm), the number of the support points n=240/80=3, each module using four jacking cylinders.

[0075] The control system also uses the same design thinking to choose the most mature and reliable hydraulic control system on the market (the nominal pressure p of the system meets requirement of the greatest bearing capacity F of the hydraulic cylinder, p=F/S, and S-area of the hydraulic cylinder), which takes Nanning Huarun east office building as an example: the required nominal pressure of the system is: p=800000/70650=11.4 Mpa, wherein the alternative system pressure according to availability on the market comprises 15 Mpa, 20 Mpa, 25 Mpa, 30 Mpa and 35 Mpa, and the system having nominal pressure of 25 MPA is selected through economic comparison, which can not only ensures enough system pressure and safety but also has good economy.

[0076] The structural design of the support hydraulic cylinder uses the shape steel truss structure of the combination of No. 40 channel steel, which has simple manufacturing, easily analyzed and reliable force, meeting the force strength requirements and having good stability. Moreover, the hydraulic cylinder is placed in the middle of the two pieces of channel steel, facilitating protection of the hydraulic cylinder, and causing no collision damage to the cylinder due to accidents during working or transportation.

[0077] The basic modulus of the hydraulic cylinder and the bearing structure thereof uses 3-meter height, allowing the whole system to meet the construction requirements of almost all the high-rise buildings, wherein the standard floor height for the specific and pertinent project is increased according to the series of preferred numbers principle (e.g. the total height for Nanning Huarun east office building is designed as 5 meters), maximizing utilization efficiency of all structural members and key hydraulic parts.

[0078] The connection between the hydraulic cylinder and the support structure uses hinge pin connection, improving efficiency of installation and removal, and a square opening is provided on a top of the bearing structure of the hydraulic cylinder, leaving replacing space for replacing the hydraulic cylinder in some accidental conditions, which facilitates the replacement of the hydraulic cylinders as the accidental damage occurs, without affecting the construction period.

Example 3

[0079] As shown in FIG. 10. FIG. 11 and FIG. 12, based on the aforementioned examples, since two adjusting conditions are required during jacking operation, this scheme has two adjustment functions, wherein one realizes adjustment in a large range by moving the horizontal adjusting mechanism on the support plate 37, which is generally used when the inside of the jacking space changes; and the other is to adjust the positioning wheel 33 to move horizontally, mainly used for the uneven wall, to maintain the pressed state against the wall surface and bear force, thereby avoiding tilt. Such system has the function of simultaneous adjustments in a large range and in a small range, ensuring the stability of the system during jacking operation.

[0080] When in use, according to the range to be adjusted, the adjustment within a large range is performed first, wherein the installation plate 39 is moved to the position of the support plate 37, after reaching the correct position, four high strength bolts are inserted into the corresponding screw holes to form fixing, thereafter the screw 34 is rotated to move the connecting plate 35 so that the positioning wheel 33 is pressed against the wall surface; in order to enable the positioning wheel 33 to contact the wall so as to maintain pressing force, the wheel face of the positioning wheel 33 is disposed outside one end of the connecting plate 35 away from the box body 38, thereafter the lock nut 36 is rotated so that it is pressed against a wall surface of the box body 38, achieving the fixing of the position of the screw 34, avoiding the movement during work which may deteriorate the stability and cause tilt.

[0081] In a case of two connecting plates 35, the manner that the positioning wheel is disposed between the connecting plates 35 further improves the stability of the positioning wheel 33, produces no deformation, and stabilizes the force in pressed state.

[0082] In actual use, a plurality of the present disclosures are used together to achieve multipoint contact and press against the wall surface according to the changes of the thickness or flatness of the wall, causing the system to maintain the vertical state, and every point thereof receiving stress to avoid tilt, resulting in better stability.

[0083] The vertical adjusting device comprises a guide track 50 mounted on a jacking frame, wherein the jacking frame is connected to the jacking unit, the guide track 50 can move horizontally on the jacking frame, and a guide installation frame capable of moving horizontally along the guide track 50 is installed on the guide track. The suspension structure of the existing formwork is generally connected to the formwork by manual operation or electric chain hoists, since the height difference between the suspension point and the formwork is large, the electric chain hoist should be long enough, such flexible connection causes inaccurate positioning of the formwork reaching in the correct position and more adjustments for ensuring the accurate positioning of the formwork, which the latter waste considerable amount of installation and preparation time, the working efficiency being poor. However, the suspension structure of the formwork designed by this scheme has a small height difference between the suspension point and formwork, and uses the rigid connection, wherein the suspension point uses the guide track 50 as the suspension and support of the formwork, the formwork is suspended via the guide installation frame at the guide track 50; and the stopper is disposed at the end of the guide track 50 to adjust the position of the wheel, wherein the accurate positioning is performed during the first-time positioning of the formwork, and its position is adjusted by the positioning stopper, and the positioning stopper is fixed on the guide track 50 after the adjustment. After the first-time positioning and construction is completed, the formwork needs no adjustment in its later positioning, and the accurate positioning of the formwork can be realized by sliding the guide installation frame of the formwork forward to the position of the stopper which is adjusted in the first-time positioning, greatly improving the efficiency of positioning and mounting the formwork. The adjustment sequence is that, first the horizontal position of the guide track 50 on the jacking frame is adjusted when the thickness of the shear wall changes, then the position of the stopper relative to the guide track 50 is adjusted, and finally the position of the guide installation frame relative to the guide track 50 is adjusted, realizing the adjustment in a stepwise manner and according to the actual needs, improving the installation efficiency.

[0084] The guide installation frame is divided into a wheel 40 and a lifting frame 42, wherein the wheel 40 is disposed in the guide track 50 and can move horizontally along the guide track 50, and the lifting frame 42 is disposed under the guide track 50 and connected to the wheel 40. The cross-section of the lifting frame 42 is preferably U-shaped to improve stability when the formwork is suspended; and the wheels 40 and the guide track 50 are all disposed in the cavity of the lifting frame 42, wherein a connecting shaft 41 is disposed in the wheel 40, the connecting shaft 41 passes through a center of the wheel 40 and is connected to the lifting frame 42, and the wheel can rotate about an axis of the connecting shaft 41. A connecting rod 44 is disposed in the lifting frame 42, wherein the connecting rod 44 passes through the center of the lifting frame 42 and is located under the guide track 50, a bottom end of connecting rod 44 passes through a lifting plate 47 connected to the formwork 31, and the connecting rod 44 can move in the vertical direction. A fine threaded section and a coarse threaded section are disposed on an outer wall of the connecting rod 44, wherein the fine threaded section is disposed above the coarse threaded section; and the outer wall of the connecting rod 44 is sequentially provided with a fine adjusting nut 43, an upper locking nut 48, a lower locking nut 45 and a coarse adjusting nut 46, wherein the lifting frame 42 is disposed between the fine adjusting nut 43 and the upper locking nut 48, and the lifting plate 47 is disposed between the lower locking nut 45 and the coarse adjusting nut 46.

[0085] The guide track 50 can be formed by two different materials, and the first one using the i-steel comprises two wheels 40, wherein one wheel 40 is disposed in one inner cavity of the i-steel, while the other wheel 40 is disposed in the other inner cavity of the i-steel, and can move along the inner cavities of the i-steel; the material of the i-steel is obtained at the construction site, or the abandoned i-steel at the construction site can be used; and the inner cavities formed symmetrically on both sides are used to place the wheels 40 and stoppers, capable of ensuring stability during movement. The second one uses channel steel, wherein two pieces of channel steel are connected by welding or bolts to form an integral structure with their openings being remote from each other, and two wheels are used, wherein one wheel 40 is disposed in the inner cavity of one piece of channel steel, while the other wheel 40 is disposed in the inner cavity of the other piece of the channel steel, and can move along the inner cavity of the channel steel. The material of the channel steel is obtained at the construction site, or the abandoned channel steel at the construction site can be used; and the two pieces of channel steel are welded with their openings being opposite one another, allowing wheel 40 to respectively move in one piece of the channel steel, wherein their channel depth facilitates firm clamping of the wheel and the wheel is less likely to fall off, capable of ensuring stability during movement.

[0086] the guide track 50 is provided therein with a stopper, and the stopper is movable and can be fixed in the guide track 50, wherein a movement path of the guide installation frame is from the stopper to one end of the guide track 50 away from the stopper; and a strip through hole is disposed on the stopper, wherein a locking pin is disposed in the strip through hole, the locking pin passes through both the strip through hole and the guide track 50, and the locking pin is movable in the strip through hole. The stopper made of angle steel is generally disposed at ends of the support frame, which can adjust the position of the wheel; and the accurate position can be adjusted by the positioning stopper during the first-time positioning of the formwork, and the poisoning stopper is fixed on the guide track 50 though such high strength bolts of the locking pins after the adjustment. After the first-time positioning and construction is completed, the formwork needs no adjustment in its later positioning, and the accurate positioning of the formwork can be realized by moving the wheel suspension structure of the formwork forward until the wheel sliding to the position of the stopper which is adjusted in the first-time positioning, greatly improving the efficiency of positioning and mounting the formwork. For the position where the thickness of the shear wall that is being poured changes, a plurality of connecting holes varying with the shear wall thickness are processed and formed in advance on the guide track formed by one piece of i-steel or the combination of two pieces of channel steel, while the lifting frame is also provided with connecting holes, wherein such connecting holes correspond the same shear wall thickness, and the number of such connecting holes is less than connecting holes on the guide track; the guide track 50 horizontally moves relative to the jacking frame and is fixed in the correct position; and the connecting hole is provided therein with a locking bolt which passes through the connecting hole and is connected to the lifting frame, thus realizing fast and accurate positioning of the formwork when the thickness of the shear wall varies.

[0087] The particular adjustment method designed by the present disclosure comprises:

[0088] (1) using M20 connecting rod 44 to connect the formwork and the suspension point, wherein the upper end of the rigid connecting rod 44 is the M201 high-precision fine thread, the lower end is the M202.5 ordinary coarse thread, and both of the upper and lower ends of the connecting 44 have a pair of adjusting and locking nuts;

[0089] (2) for the formwork 2 having jacking installation connecting holes, according to the designed installation dimension of the M36 connecting bolts on the upper and lower support seats, after the formwork 12 being manufactured, performing aging treatment until the internal stress being completely released, transporting to the mechanical processing plant and using boring machine to perform processing according to the designed installation dimension, wherein the dimensional precision is controlled within 0.1 millimeters, allowing the installation of the formwork to meet the first step requirement of the precise positioning; and

[0090] (3) during the first installation and commissioning of the formwork, performing two-step adjustment on the vertical elevation:

[0091] The first step of the adjustment: adjusting the vertical elevation position by the M202.5 ordinary coarse thread on the lower end of the rigid connecting rod, wherein the vertical distance adjusted by positively or negatively rotating the nut in a full circle is 2.5 mm, the maximum adjustment distance is 10 cm, the error with the standard value is preliminarily adjusted to within 3 cm, then the locking bolts are used to lock so as to avoid changes of distance.

[0092] The second step of the adjustment: measuring the vertical elevation and precisely measuring the difference with the designed standard value, wherein the difference requiring second adjustment is adjusted by high-precision fine thread with the upper end of M201; the nut is adjusted by the special and scaled socket wrench 49, wherein the range over one circumference of 360 degrees on the socket is equally divided into 10 scales, each rotation of one scale relative to the adjusted reference point causes the vertical elevation to produce a precise change of 0.1 mm (the 10 scales within the range of 360 degrees produce the vertical elevation change of 1 millimeter in total), and the high-precision fine thread with the upper end of M201 is adjusted to achieve vertical precise positioning, wherein the adjustment range is from 0 to 3 millimeters; The precision of the vertical elevation position can be controlled within 0.1 millimeters with the scaled socket (thereby effectively realizing precise control of the vertical elevation), and after adjustment the locking bolts are used to lock so as to avoid changes of distance.

[0093] During the first installation and commissioning of the formwork, the horizontal displacement is adjusted as follows:

[0094] Measuring the position in the horizontal direction, recording the measured difference, using the adjusting bolts on the adjusting wheel parallel to the suspended formwork to perform adjustment, wherein the adjusting wheels are disposed on the four support surfaces of the shear wall, and each time using the adjusting bolts on the adjusting wheel parallel to the suspended formwork to perform adjustment, achieving objective of precisely controlling the horizontal position.

[0095] After the first installation, measurement and commissioning of the formwork are completed, and M36 positioning embedded parts are installed at the positioning points of the formwork. Then the installation of the formwork is carried out, thereafter the construction for one standard floor is completed since the concrete pouring is finished.

[0096] After the first construction of the standard floor is completed, each construction and adjustment for subsequent standard floor only need to perform a test at first; since the present formwork system has a reliable vertical anti-tilt equipment, in each normal jacking state, the horizontal positions may not change and no adjustment is required (the changes caused by construction accident can be adjusted according to the adjustment method of the horizontal displacement in the first installation). After the test of the vertical elevation, according to the error value, at most one step of vertical precise adjustment is performed, greatly improving the construction efficiency of the formwork in subsequent each standard floor.

[0097] In the construction of the project in Nanning, during the subsequent construction process of each standard floor, the position deviations in the vertical and horizontal directions in each measurement are extremely small, and one adjustment on the horizontal and vertical positioning is necessary after the construction of ten standard floors, indeed realizing the function of precisely positioning the vertical elevation and horizontal position, and playing a good assistance role in construction measurement and positioning, greatly improving the construction efficiency. The present disclosure effectively overcomes the disadvantages of the traditional chain hoists that the accuracy of connection and positioning is not high, many adjustments are required in each accurate positioning of the formwork, time consuming and low construction efficiency.

Example 4

[0098] As shown in FIG. 8 and FIG. 9, on the basis of the aforementioned examples, the tensioning device comprises a tensioning rod 23, wherein the tensioning rod 23 is disposed between operation platforms adjacent thereto, and two ends of the tensioning rod 23 are respectively connected to the corresponding operation platform, wherein a vertical rod 24 is disposed between adjacent operation platforms, two ends of the vertical rod 24 are respectively fixed onto the corresponding operation platform, and the vertical rod 24 is disposed between the tensioning rods 23 located between the floors. The interaction of a plurality of tensioning rods 23 and vertical rods 24 can reasonably distributes the stress between the operation platforms, all parts being able to receive the uniform force, thereby lower the deadweight of the structure, and the structure of the whole system being more stable.

[0099] The number of the operation platforms are several layers, wherein two tensioning rods 23 are disposed between any two adjacent operation platforms in the uppermost three operation platforms, and all tensioning rods 23 form an X-shaped structure; the vertical rod 24 is disposed between the two tensioning rods 23 disposed between the adjacent operation platforms, and the two ends of the vertical rod 24 are vertically secured to the corresponding operation platform respectively; a bottom surface of the uppermost operation platform 25, a top surface of the lowermost operation platform 26 and a middle layer operation platform 22 of the operation platforms are all provided with two positioning plates 27, wherein the vertical rod 24 is disposed between the positioning plates 27, two ends of the two positioning plates 27 of the middle layer operation platform 22 both pass through this operation platform and are respectively disposed between the uppermost operation platform 25 and the middle layer operation platform 22, and between the middle layer operation platform 22 and the lowermost operation platform 26, and one end of each of the tensioning rods 23 is connected to one end of the corresponding positioning plate 27; an adjusting bolt 29 is mounted on the one end of the tensioning rod 23, wherein the adjusting bolts 29 of the tensioning rods 23 located between the uppermost operation platform 25 and the middle layer operation platform 22 are all connected to the positioning plates 27 disposed on the bottom surface of the uppermost operation platform 25, the adjusting bolts 29 of the tensioning rods 23 located between the middle layer operation platform 22 and the lowermost operation platform 26 are connected to the bottom of the positioning plates 27 passing through the middle layer operation platform 22, and these adjusting bolts 29 can rotate about connection points of adjusting bolts 29 and the positioning plate 27 connected thereto; Connecting pin 28 is disposed respectively between the positioning plate 27 and the tensioning rod 23, and between the positioning plate 27 and the adjusting bolt 29, wherein the connecting pins pass through both the corresponding positioning plate 27 and the tensioning rod 23 or the adjusting bolt 29, and both the tensioning rod 23 and the adjusting bolt 29 can rotate about an axis of the corresponding connecting pins 28. When in tensioning adjustment, the adjusting bolts 29 of the tensioning rods 23 located between the uppermost operation platform 25 and the middle layer operation platform 22 are adjusted first, then the adjusting bolts 29 of the tensioning rods 23 located between the middle layer operation platform 22 and the lowermost operation platform 26 are adjusted, such sequence can increase the structural stability of the system, wherein the uppermost operation platform 25 is the primary force-bearing layer, whose force is dispersed through the tensioning rods 23, and the adjusting bolts 29 are adjusted to adjust the tensioned state of the tensioning rods 23, allowing the tensioning rods 23 to rotate about the connecting pins 28 via the adjusting bolts 29, thereby changing their lengths and angles, eventually tensioning the tensioning rods 23 to obtain reasonable distribution and load bearing, finally achieving a most stable state. The designed adjustable formwork structure provided herein improves the structural stability of the jacking system and reduces the deadweight of the structure. Since the uppermost operation platform 25 is the primary bearing layer, the thickness of the uppermost operation platform 25 is larger than the thickness of the middle layer operation platform 22 and the thickness of the lowermost operation platform 26.

[0100] In order to have the construction elevator reach the working surface of the platform, a platform connecting structure is further provided, the particular structure being not shown in the drawings, and comprises a support frame secured to the bottom surface of the working platform, wherein a plurality of guide devices are disposed in the support frame, the elevator frame passes through the inside of the support frame and simultaneously approaches all the guide devices, and the guide devices move along the outer wall of the elevator frame when they move with working platform. For the existing construction elevator according to the conventional design, as the number and the height of the construction floors increase, the time for each increase of the elevator height is prolonged, causing that the constructors cannot reach the top form working surface within at least half a day, wasting the waiting time. Although the improved formwork is able to be connected to the standard sections, allowing the fast installation of the standard sections and ensuring safe operation of the construction elevator, the formwork itself is troublesome to be manufactured and installed and has a high cost. This scheme fixes the support frame onto the bottom surface of the working platform, wherein the plurality of guide devices are disposed in the support frame, the elevator frame passes through the inside of the support frame and simultaneously approaches all the guide devices, and in the process of the guide devices moving with the working platform, they move along the outer wall of the elevator frame. With such structure, as the number of the standard sections of the construction elevator increases, the guide devices always move along the surface of the standard sections, changing the cantilevered end of the construction elevator into a slide bearing, and doubling the cantilever length of the construction elevator; after each jacking operation of the top form is completed, the slide bearing still maintain the sliding support for the standard sections of the elevator, so that the elevator can be put into use in time, that is to say the operators may not affect the use of the elevator during the jacking process of the top form.

[0101] In order to ensure the uniformity of the force and safety, the guide devices is preferably arranged symmetrically, namely each guide device and another guide device in the guide devices are respectively arranged symmetrically along the center of the elevator frame.

[0102] The guide devices have two types of particular structures, wherein one type is that each guide device in the guide devices comprise a guide wheel and an installation plate, wherein the installation plate is vertically fixed onto the inner wall of the support frame, and the guide wheel is provided with a pin shaft, wherein the pin shaft passes through a center of the guide wheel and is connected to the installation plate, the guide wheel can rotate about the pin shaft, and the wheel face of the guide wheel approaches to the outer wall of the main pipe of the elevator frame. The other type is that each guide device in the guide devices comprises a guide wheel and two installation plates, wherein the installation plates of the same guide device are parallel with each other and are vertically fixed onto the same inner wall of the support frame, and the guide wheel is disposed between the two installation plates of the same guide device and is provided with a pin shaft, wherein the pin shaft passes through the center of the guide wheel and the two ends thereof are respectively secured to the installation plates, the guide wheel can rotate about the pin shaft, and the wheel face of the guide wheel approaches the outer wall of the main pipe of the elevator frame. Selection is performed according to the actual needs.

[0103] The clearance between the wheel face of the guide wheel and the outer wall of the main pipe of the elevator frame is preferably 0.5 mm. Such clearance can realize a precise engagement, allowing the elevator standard sections can still be reliably supported after the completion of the jacking operation of the top form. The guide devices comprise two guide devices approaching to the outer wall of the same main pipe, wherein the guide wheels of the two guide devices are vertically disposed. Thus one main pipe is operated under clamping of two guide wheels, and its operation can be kept consistent, the movement stability being higher. Four high strength bolts are disposed at each connection of the support frame and the platform, while all the high strength bolts are connected both to the support frame and the working platform, and can also be connected through the pin shafts, and the particular way is set according to specific construction conditions, as long as the fixing between the support frame and the working platform is stable.

[0104] Its particular connecting method comprises:

[0105] The first step: completing the preparation, installing the attachment devices between the top construction elevator and the major structure of building in advance;

[0106] The second step: opening the top cap at the standard section of top construction elevator, having the elevator standard section that is to be jacked up to the same height as the top form pass through the top cap and be connected to the former elevator frame, meanwhile, checking whether the clearance between the slide bearing wheel and the standard section of the construction elevator is within 0.5 millimeters, and ensuring the wheel can rotate flexibly;

[0107] The third step: performing the jacking operation of the top form in accordance with the standard procedure for the jacking operation of the top form;

[0108] The fourth step: after the jacking operation of the top form being completed, checking whether frame wheel and the standard section of the construction elevator are reliably supported, and checking whether the clearance between them is within 0.5 millimeters, closing the top cap after checking, and the construction elevator being able to be put into normal operation; and

[0109] The fifth step: after each jacking operation of the top form being completed, the construction elevator being able to be put into operation simultaneously.

[0110] In order to adjust the assembly clearances of inner and outer formworks in a large area, the quick-fit structure is designed, the particular structure being not shown in the drawings, and comprises a rectangular elevator shaft formed by walls formed by sequential arrangement of a plurality of formworks and corner formworks, wherein the corner formworks are disposed at the corner of the walls; second positioning plates are disposed on the formworks and on the corner formworks, and a guide connecting plate is disposed between the second positioning plates, wherein the guide connecting plates between the adjacent formworks are all connected to the second positioning plates; and a lapping plate is disposed on each corner formwork located at the junction of the corners of the walls, wherein the lapping plate also attached to the formwork located at the same place. In the construction, especially in nowadays' reinforced concrete poring forming construction, the formworks are required to be set up in advance to facilitate pouring and forming of the concrete; however when the concrete is poured, the pressing force may easily cause the formworks to move, hence the formworks need to be fixed firmly to each other; however during removal of the formworks, such complicated fixing manner may cause troublesome removal of the formworks, affecting the conduction period. Meanwhile, after the concrete is poured, the formworks may inevitably move, but even the displacement occurs during pouring, the prior art takes no measures until the concrete is dry, the concrete easily leaking from the clearance, thereby affecting the quality of the walls. The structure designed by this scheme has a simple structure and fast and convenient assembly in precondition of guaranteeing the fixing of the formworks, and can adjust the clearances, thereby using lapping plates to timely and automatically adjust the clearances caused by any possible displacement during pouring of the concrete, ensuring that the clearances may not be produced in the process of pouring concrete, effectively avoiding leakage of the concrete, and ensuring the quality of the walls.

[0111] When in practical use, a portion of the lapping plate is curved into an arc shape, wherein the opening of the arc shape faces to the outside of the elevator shaft, it is connected to the corner formwork of the wall at the corner area, and is attached to the outer wall of another formwork next to the wall; in fact, the lapping plate is disposed on the side of the formwork facing the concrete, and its top of the arc faces the concrete; thus the pressing force of the concrete against the lapping plate faces the lapped formwork when adjusting, and the lapping plate is pressed by the pressing force received by the lapping plate and attached to the connected formwork; due to the assembly of multiple formworks, and for ensuring the complete coverage of the clearance adjusting range, the length of the lapping plate is the same as the length required by the formworks, and the width of the lapping plate depends on the particular clearance adjusting range (generally being 0-50 millimeters).

[0112] To ensure the firmness of the connections of the formworks, each formwork has two second positioning plates parallel with each other, and the guide connecting plate is disposed between the two second positioning plates. The second positioning plates are preferably the channel steel, their notches are disposed away from each other, and the number of the guide connecting plates is two and the two guide connecting plates are parallel with each other. As the construction proceeds, some concrete blocks are inevitably stuck to the surface of the positioning plates; if the positioning plates are connected directly without the guide connecting plates, their uneven surfaces cannot be in close connection, causing clearances and affecting the quality of concrete pouring; and after the positioning plates are set, the length of the positioning plates is set along the full width of the formwork, and the guide connecting plates are relatively short which is convenient for smoothing the surface, thus the guide connecting plates can be rapidly attached to the positioning plates to form the relatively firm fixing.

[0113] The connecting plates are also provided with a taper pin, wherein the taper pin passes both the connecting plate and the positioning plate, a plurality of locking holes are disposed on the positioning plate, four through holes are disposed on the guide connecting plates, and the taper pins pass through the four through holes and are inserted into the corresponding locking holes. The taper pin itself is easy to obtain, and has self-locking function, which enables the guide connecting plates and the positioning plates to realize quite smooth surface attachment; meanwhile, when the displacement is adjusted during the first assembly of the formwork, the taper pin can be unfastened in time to select a correct position to fix; at last, the tapping plates are used to realize the complete coverage of the possible adjusting range of the clearances, guaranteeing the forming quality of the walls. Two pin holes are defined on the taper pin, wherein the distance between the two pin holes is larger than the distance between the positioning plates, and a pin shaft is inserted into the pin holes to fix the taper pin after the insertion of the taper pin.

[0114] In the present disclosure, a highly reliable formwork tie structure in construction of the shear walls of the large space and super high-rise buildings is also provided, such structure being not shown in the drawings, and comprises a plurality groups of support formworks parallel with each other, a plurality of groups of support frameworks disposed between the adjacent support formworks of the plurality groups of support formworks, wherein the support frameworks are respectively connected to their adjacent support formworks, and a tensioning device disposed on the support formwork, wherein the tensioning device passes through all the support formworks and is fixed onto the outermost support formwork. In current construction of the buildings, the use of the tie rod for formworks is a very common technology, wherein the interval of the tie bars of the existing formwork is generally 600-800 mm; since various types of shape steel formed mainly by assembly welding of large steel plates are used as the major load-bearing members in the shear walls of the super high-rise buildings, and each member being relatively large, wherein section is 1000 mm or more; due to the limitation of the structure and technology, in order to ensure the safety and force stability of the construction, the intervals of the tie bars of the currently used formworks are generally 600-800 mm, which causes the cross-pulling connecting rod for the tie position of the formwork to be required to pass through the shape steel formed by assembly welding of the steel plates, so that the borehole treatment is necessary to be performed at each tie position to be passed through, which is time consuming, and may also damage the shape steel. This scheme changes the stress structure, saves the expense of steel through the support framework, and improves the support stiffness of the large formworks, allowing the maximum support spacing of the tie bars to reach 1200 mm under the condition of the designed large formworks completely satisfying the stiffness and strength, and fixing and tying the formwork without the borehole treatment performing on any shape steel in the shear wall, having extremely high efficiency in cross-pulling connection of the formworks.

[0115] The support frame is preferably the unequal angle steel, wherein the long side of the angle steel is perpendicular to the support formwork, the short side is parallel with the support formwork, and all the short sides of the unequal angle steel are preferably remote from the center of the structure formed by the support formworks. The dimension of the unequal angle steel is designed to be 80*50*5 mm. Through the experiment, the long side being 80 of the unequal angle steel is as the main forced direction, thus not only making the major support formworks save the expense of steel by 26%, but also increasing the support stiffness of the large formworks by 60%, allowing the maximum support spacing of the tie bars to reach 1200 mm under the condition of the large formworks designed by us completely satisfying the stiffness and strength, and fixing and tying the formwork without the borehole treatment performing on any shape steel in the shear wall, having extremely high efficiency in cross-pulling connection of the formworks.

[0116] In order to improve the stability of the overall formwork structure, a back ridge is disposed on the outermost support formwork of the support formworks, and the back ridge is fixed onto this support formwork; and a tensioning device passes through the back ridge and is fixed onto the back ridge. The tensioning device is preferably a combination of a tie rod and a locking nut, wherein the tie rod passes through all the support formworks and the back ridge, and the locking nut is mounted around the tie rod and in contact with the surface of the back ridge away from the support formwork. The fitting manner of the tie rod and the locking nut is a structure commonly used in the construction site, which facilitates installation and removal and reduces the use cost, and guarantees the tensioning quality; through experiments, the distance between the adjacent tie rods of the tie rods being larger than 1000 mm is able to meet the use requirements, thereby completely avoiding the shape steel so that no holes being defined on the shape steel, ensuring completeness of the shape steel and satisfying the stiffness and strength of the shape steel; and due to lack of intermediate processing, the waiting time is reduced, greatly shortening the construction period.

[0117] The examples described above, further illustrate the purposes, technical solutions and beneficial effects of the present disclosure. It is to be understood that the foregoing is only the examples of the present disclosure, and is not intended to limit the protective scope of the present disclosure. Any modifications, equivalent substitutes, improvements and the like made within the spirit and principle of the present disclosure should all be included in the scope of the present disclosure.