Portable mechanically assembled ground fixation stake device

Abstract

The portable mechanically assembled ground fixation stake device is applied to the engineering of treating land earthwork, water-based desilting, excavating materials, moving, land, underwater heavy objects, civil engineering, harbor, river, lake construction and the like, and is characterized in that the whole device is fixed only by the action of the working tensile force itself. The whole device has six stake columns 2a, 2b, 4a,4b, 9, 1) arranged on the ground, wherein four constituent brackets (2a, 2b, 4a, 4b) are supported on the ground. The top ends of the four supports are mounted on the shaft (6), and a cuboid rigid block (15) is mounted in the middle of the shaft (6). When the system is subjected to pulling force, the cuboid rigid block (15) rotates around the central shaft (6), and due to the opposite movement direction of the two end points of the cuboid rigid block (6), the tension conversion direction of the system forms an inclined downward pressure, so that the protective stake (9) is subjected to pressure at the same time from the pressure rod (7), and due to the fact that the tensile force and the pressure are synchronized, the greater the tension force is also increased, so that the whole device achieves the effect of fixing the stake. The device is light in weight and convenient to carry, and can be mounted and disassembled anywhere.

Claims

1. A portable mechanically assembled ground fixation stake device comprising: a pair of front leg steel column brackets and a pair of rear leg steel column brackets coupled to obtain a four-leg support; a rounded shaft coupled to a top end of the four-leg support; a rectangular block installed on a middle part of the rounded shaft to play a direction of a transformation force; a rigid pressure rod having opposite ends, wherein one end of the rigid pressure rod is hinged to one end of the rectangular block, and wherein the length of the rigid pressure rod is shorter than the length of the pairs of front and rear leg steel column brackets and is used for transferring the transformation force into pressure; a protection stack hinged to other end of the rigid pressure rod, the protection stack having a lifting ring wherein the protection stake is longer than the pairs of front and rear leg steel column brackets; a rectangular inner hole formed the other end of the rectangular block; a circular shaft is arranged in the rectangular inner hole; a working stake connected to the circular shaft, the working stake having an upper surface and a back surface opposite to the upper surface, the upper surface having an upper lifting ring and the back surface having a lower lifting ring; a first cable or a first steel cable connected to the upper surface of the working stake through the upper lifting ring; and a second cable or a second steel cable connected to the back surface of the working stake and is also connected to the protection stake through the down lifting ring and the lifting ring of the protection stake.

2. The portable mechanically assembled ground fixation stake device according to claim 1, wherein the four-legs support configured to rotate relative to each other and restrict to move axially.

3. The portable mechanical combined ground fixing stake device according to claim 1, wherein the pair of front leg steel column brackets and the pair of rear leg steel column brackets are arranged in a triangle and placed on the ground, and the rear leg steel column brackets form about 90 degrees of bending to obtain bent parts, and wherein the bent parts are configured to be inserted into the underground.

4. The portable mechanically assembled ground fixation stake device according to claim 1, wherein the working stake is obliquely downwards inserted into the underground.

5. The portable mechanically assembled ground fixation stake device according to claim 1, wherein the protection stake having an underground part and an overground part, the underground part is obliquely inserted underground, a top end of the overground part of the protection stake is connected with the rigid pressure rod, the upper part of the rigid pressure rod receives the pressure transmitted by the rectangular block, and the pressure is pressed towards the top end of the overground part of the protection stake through the rigid pressure rod.

Description

BRIEF DESCRIPTION OF THE FIGS

(1) FIG. 1 is a schematic diagram of a basic configuration working state main view of the overall device of the present invention.

(2) FIG. 2 is a two-(cable tension direction and protection stake position angle) of a main visual diagram of the working state of the overall device of the present invention).

(3) FIG. 3 is a top view of the working state of the overall device shown in FIG. 1.

(4) FIG. 4 is a three-dimensional diagram of the basic configuration of the overall device of FIG. 1.

(5) FIG. 5 is a three-dimensional diagram of a three-leg support structure working state according to the present invention.

(6) FIG. 6 is a schematic diagram of an erection method of the product of the present invention in an actual earthwork engineering application.

BEST MODE FOR CARRYING OUT THE INVENTION

(7) The invention will be described in detail below in conjunction with the accompanying drawings and embodiments.

(8) The invention relates to a portable mechanically assembled ground fixation stake device, which is applied to fixed stakes of temporary cables, steel cables and steel ropes when being applied to engineering such as land earthwork, water system desilting, excavating materials, moving, land, underwater heavy objects, civil engineering, harbor, river, lake construction and the like. The device is not suitable for being used as a permanent soil stake, a bridge stake, a bridge pier, a suspension cable stake and the like.

(9) The method has the advantages that the size is different, the specification model is different, when the product is used, the appropriate specification model is selected according to the weight of the material during construction, and when the selection is selected, according to the “building stake foundation technical specification” (JGJ94-2008).

(10) According to the preparation process of the specification model of the product, firstly, the whole device is considered to be a rigid body, the pushing force of the whole device during working on the soil pressure is established, and a mathematical model of the critical value accumulated by the surrounding soil is determined. The establishment method of the mathematical model of the soil pressure adopts the Rankine soil pressure theory and the Coulomb soil pressure theory

(11) In 5.7 sections of the “building stake foundation technology specification ‘(JGJ94-2008), a single stake horizontal bearing capacity characteristic value is given.

(12) The large building single-stake foundation and the foundation stake in the group stake with small horizontal load and small horizontal loads should meet the following formula
Hik≤Rh(5.7.1),  Requirements:
Hik—the horizontal force acting on the top of the foundation stake I stake under the combination of the load effect standard;

(13) The horizontal bearing capacity characteristic value of the base stake in the Rh-single stake foundation or the group stake is the horizontal bearing of the single stake foundation for the single stake foundation Force characteristic value RHA.

(14) However, in the invention, the portable mechanically assembled ground fixation stake device not only is suitable for horizontal bearing capacity, but also is suitable for the inclined upward bearing capacity within a certain angle (shown in FIGS. 1, 2, 4, 5 and 6).

(15) In combination with FIG. 1, when the bearing capacity is a non-horizontal inclined upward direction, the horizontal dividing force of the bearing capacity is met, that is:
HIK*cos α≤RH,
In the formula, α=41° (shown in FIG. 1)

(16) The determination and calculation formula of the horizontal bearing capacity characteristic value of the RH single stake should be 5.7.2 in the “Building Stake Base Technical Specification” (JGJ94-2008). The specification of the section does not need to be listed here.

(17) In the invention, it is to be noted that the portable mechanically assembled ground fixation stake device carries the stake of the working load and is not a stake. It can be seen clearly in connection with FIG. 4 that the common four stakes together bear the working load. Due to the fact that the angle, the length and the length of the four stakes are different, the soil characteristics of the installation site and the like are different, and therefore the method is not suitable for considering the group stake effect.

(18) Through practical application, the total horizontal load is divided into four obtained values to be calculated as the horizontal load of one stake column, the required length and width of a stake column are obtained, the most suitable specification model is selected from the series products of the invention to be assembled and then used.

(19) Preferably, the lifting ring (12) can move up and down along with the change of the direction angle of the load acting force, the smaller the included angle between the acting force direction and the ground, the lower the lifting ring (12) can move downwards, ie, the closer to the ground.

(20) Preferably, the connecting cable (13a-b) can select a single strip or two strips according to the positions of different soil and lifting rings (10a-b). In general, when the lifting ring is at the ground, the lifting ring (10a-b) selects two lifting rings, and when the lifting ring is underground, The cable (10a-b) selects single strip.

(21) Preferably, the four leg brackets (2a-b) and (4a-b) may select three leg brackets (shown in FIG. 5) as desired.

DETAILED DESCRIPTION OF THE INVENTION

(22) The product device is often used on a large-span three-dimensional overhead cableway suspension mining and carrying system in practical application.

(23) In combination with FIG. 6, the practical application case of the product device in the large-span three-dimensional overhead cableway suspension mining and carrying system is illustrated.

(24) As shown in FIG. 6, the product device and the large-span three-dimensional overhead cableway suspension mining and carrying system are combined and applied to foundation pit engineering with the span exceeding 100 meters.

(25) As shown in the FIG. 16A) In other words, (16B) In other words, (17) According to the product device disclosed by the invention, (19) The main machine of the large-span three-dimensional overhead cableway suspension mining and carrying system is arranged on the host (19) The large-span three-dimensional overhead cableway suspension mining and carrying system is characterized in that (14a), (14b) is the working steel cable connected to the working stake of the device of the invention, and the other end of the working steel cable (14a) and (14b) is connected to the device, The large-span three-dimensional overhead cableway suspension mining and carrying system (19) comprises a lifting arm top end.

(26) FIG. 6 shows a practical case of the product device of the present invention on this engineering.

(27) In the case, the height of the boom of the large-span stereo overhead cableway suspension mining and carrying system (19) is 12 meters, during installation and erection, the product devices (16a), (16b) are connected with the top of the suspension arm of the main machine (19) by steel cables (14a) and (14b), the positions of the three parts form an isosceles triangle, and if the terrain is inconvenient, the error does not exceed 10%, and the connection points on the product devices (16a) and (16b) of the product device (16a) and (16b) are located at the middle part of the respective working stake (1).

(28) The connection (16a), (16b) to the steel cable (14a) at the top end of the suspension arm of the host (19), (14b) forms an included angle of 30 degrees with the ground.

(29) The top end of the lifting arm of the connecting host (19) is connected with the steel cable on the working stake (1) of the product device (17) of the invention. Since the steel cable (20) has some sagging radian, the steel cable (20) near the part of the proximity device (17) is relatively close to the horizontal state, so the connection point can be selected to be located at the bottom of the working stake (1), and the case is selected to be 100 mm above the ground surface.

(30) During work, a winch steel cable (21) of a host of a large-span stereoscopic overhead cableway suspension mining and carrying system (19) is connected

(31) The bucket (18) is used for controlling the movement of the bucket (18) to move forward, backward, rising, falling, overturning and the like; at the moment, the working tensile force generated by the steel cable (21) connected with the bucket (18) is transmitted to the product device (16a), (16b) to the working steel cable (14a) and (14b) through the top end of the suspension arm, and the tension direction generated by the working steel cables (14a) and (14b) forms an included angle of 30 degrees with the ground.

(32) In combination with FIG. 6, the portable mechanically assembled ground fixation stake device is characterized in that after the large-span three-dimensional overhead cableway suspension mining and carrying system (19) is assembled and linked, the whole system starts to work once the whole system starts to work. The working steel cables (14a) and (14b) generate a pulling force. As the direction of the working steel cables (14a) and (14b) is inclined upwards, an included angle of 30 degrees is formed on the same ground; therefore, as the working steel cables (14a) and (14b) generate tension. According to the invention, the protection function of the device (16a) and (16b) is woken up, and the reverse pulling force formed by the device (16a) and (16b) acts on the working steel cable (14a) and (14b) as described in the conversion route of the force recorded in the above content. Similarly, the carrying system is suspended by the large-span stereo overhead cableway, and the pulling force applied to the device (17) of the device (17) is also awakened by the steel cables (20) and (21) on the other side to also wake up the automatic protection function of the device (17). At this time, the whole system of assembling and linking the large-span three-dimensional overhead cableway suspension mining and carrying system by three sets of the devices (16a), (16b) and (17) can complete the engineering construction work under the condition of balance safety.

INDUSTRIAL APPLICABILITY

(33) In the practical case, the devices (16a), (16b) and (17) of the present invention select the same type of configuration.

(34) In combination with FIG. 4, the working stake (1), the protective stake (9) selects 20 A channel steel, a bracket (2), (4) and a pressure rod (7) to select 110 angle steel. The total weight of each set of devices is only 260 kg.

(35) As can be seen from the case, the invention has the characteristics of light weight, portability, easy installation, easy disassembly, simple structure, easy production and processing, wide application range and easy mastering on the technology.

(36) The case is only one of the practical cases of the device of the present invention, and the application range is not limited by the use condition of this case, for example: erecting a temporary cableway bridge, erecting a temporary fishing machine, a temporary capstan. As long as the temporary cable needs to be erected, the temporary stake needs to be used to play the role of linking the cable, and a good effect can be achieved by using the temporary stake.

(37) The above description of the invention and the embodiments thereof has not been limited by the description, but is only one of the embodiments of the invention as shown in the accompanying drawings.

(38) The actual structure is not limited thereto, and FIG. 5 is a different structural body capable of completing the same work to form a support by using three stake columns.

(39) In summary, if a person of ordinary skill in the art would have been motivated by one of ordinary skill in the art, without departing from the spirit of the invention, a structural mode and an embodiment similar to that of the technical solution are not creatively designed, and all fall within the scope of protection of the present invention.