Foundation Construction Device and Its Construction Method

Abstract

A foundation construction device for use in a construction device of a foundation (4) provided with a chain cutters (3) at the bottom during construction, comprising a fixed guiding device (1) and a composite device (2). The fixed guiding device (1) is composed of a fixed rack (1-1) and a guiding device (1-2). The composite device (2) comprises a chain cutter power transmission device (2-1), a spoil treatment device (2-2), and a rack (2-3). Also disclosed is a construction method for the foundation construction device.

Claims

1. A foundation construction device is characterized in that foundation construction device includes fixed guide (1) and combined device (2), which is used for the construction of foundation (4) with chain blade (3) at the bottom. Device (1) consists of fixed frame (1-1) and guide (1-2). Device (2) includes chain blade power transmission device (2-1), spoil treatment device (2-2), and rack (2-3). Device (2-1) and device (2-2) are installed on rack (2-3). Device (2-1), foundation (4), and chain blade (3) constitute chain excavating device (5). Foundation (4) is the rack of chain excavating device (5), while chain blade (3) only excavates the rock and soil at the bottom of foundation (4). Chain blade (3) is composed of chain (3-1) and cutter (3-2) fixed on chain (3-1) for rock and soil excavation. Device (1) guides foundation (4) and/or device (2) to make foundation (4) in a straight state. During construction, device (2) is connected with the top of foundation (4), and device (2-1) drives chain blade (3) to run along the track of foundation (4). Chain blade (3) excavates the rock and soil at the bottom of foundation (4), and transports the excavated rock and soil to the top. Device (2-2) separates the rock and soil transported from the bottom of foundation (4) by chain blade (3) from chain blade (3), and device (2) and foundation (4) descend synchronously.

2. As claim 1, the present foundation construction device is characterized in that the device (2-1) is composed of chain blade drive device (2-1-1), chain blade tension device (2-1-2), and chain wheel (2-1-3).

3. As claim 1, the present foundation construction device is characterized in that the frame (2-3) moves within guide (1-2).

4. As claim 1, the present foundation construction device is characterized in that the foundation (4) moves within guide (1-2).

5. As claim 1, the present foundation construction device is characterized in that the fixed frame (1-1) is a machinery/construction vehicle or machinery/construction ship.

6. As claim 1, the present foundation construction device is characterized in that the foundation (4) is slot-type foundation (4A). During construction, slot-type foundation (4A) is equipped with chain excavating device (5A) that excavates the rock and soil at the bottom of foundation (4A), that is, frame (2A-3) of device (2A) is equipped with a device (2A-1).

7. As claim 1, the present foundation construction device is characterized in that the foundation is combined foundation (4B) composed of several slot-type foundations (4A). Each slot-type foundation (4A) is equipped with chain excavating device (5A) that excavates the rock and soil at the bottom of respective foundation (4A) only, that is, the frame of device (2B) is equipped with several devices (2A-1).

8. As claim 1, the present foundation construction device is characterized in that the frame (2-3) in the device (2) includes slurry pipeline device 6, and slurry pipeline (6-1) is connected with slurry nozzle (6-2) at the bottom of the foundation.

9. As claim 1, the present foundation construction device is characterized in that the fixed frame (1-1) is the construction platform of foundation (4), with a lifting device installed at the top.

10. As claim 1, the present construction method of the foundation construction device is characterized in that the construction method is divided into the following steps: 1) Pre-fabricate foundation (4) by sections or integrally at the factory; 2) Install and fix frame (1-1) on the spot; 3) Transport the first section (i.e. bottom section) of foundation (4-1) to the site, load it into fixed frame (1-1), and install chain blade (3); 4) Connect the bottom of frame (2-3) in device (2) with the top of the first section of foundation (4-1), connect chain blade (3) at the bottom of device (2) with the chain blade (3) at the top of the first section of foundation (4-1) to constitute chain excavating device (5), and connect slurry pipeline (6-1) at the bottom of device (2) with slurry pipeline (6-1) at the top of the first section of foundation (4-1); 5) Start device (2-1-1), so that device (2-1-1) drives chain blade (3) to move along the track of foundation (4-1), chain blade (3) excavates the rock and soil at the bottom of the first section of foundation (4-1) and transports the excavated rock and soil to the top, and device (2-2) separates the rock and soil transported by chain blade (3) from the bottom of foundation (4-1) from chain blade (3); 6) Device (2) and the first section of foundation (4-1) descend synchronously to the set position; 7) Separate and remove device (2) from the first section of foundation (4-1); 8) Load the second section of foundation (4-2) into frame (1-1); 9) Connect the bottom of the second section of foundation (4-2) with the top of the first section of foundation (4-1), connect chain blade (3) at the bottom of the second section of foundation (4-2) with chain blade (3) at the top of the first section of foundation (4-1), and connect slurry pipeline (6-1) at the bottom of the second section of foundation (4-2) with slurry pipeline (6-1) at the top of the first section of foundation (4-1); 10) Connect the bottom of frame (2-3) in device (2) with the top of the second section of foundation (4-2), connect chain blade (3) at the bottom of device (2) with chain blade (3) at the top of the second section of foundation (4-2) to constitute chain excavating device (4), and connect slurry pipeline (6-1) at the bottom of device (2) with slurry pipeline (6-1) at the top of the second section of foundation (4-2); 11) Start device (2-1-1), so that device (2-1-1) drives chain blade (3) to move along the track of foundation (4), chain blade (3) excavates the rock and soil at the bottom of the first section of foundation (4-1) and transports the excavated rock and soil to the top, and device (2-2) separates the rock and soil transported by chain blade (3) from the bottom of foundation (4) from chain blade (3); 12) Device (2), first section of foundation (4-1), and second section of foundation (4-2) descend synchronously to the set position; 13) Separate and remove device (2) from the second section of foundation (4-2); Repeat the above steps 7), 8), 9), 10), 11), and 12) to complete the connection of each section of the foundation and descend to the set position, and then pull out chain blade (3) for concrete pouring.

Description

DESCRIPTION OF THE DRAWINGS

[0007] FIG. 1 is the structural schematic diagram of foundation 4, which is a slot-type foundation 4A, the structural schematic diagram of foundation 4A whose top is connected with combined device 2A and foundation 4A whose bottom is equipped with chain blade 3 for excavating the rock and soil, and also the structural schematic diagram of combined device 2A composed of power transmission device 2A-1, spoil treatment device 2A-2, and frame 2A-3;

[0008] FIG. 2 is the A-view of FIG. 1, the structural schematic diagram of chain excavating device 5A composed of device 2A-1, foundation 4A and chain blade 3, and the structural schematic diagram of fixed guide 1 composed of fixed frame 1-1 and guide 1-2. Fixed frame 1-1 can also be a machinery/construction vehicle or machinery/construction ship. FIG. 2 is also the structural schematic diagram of frame 2A-3 and foundation 4A in guide 1-2;

[0009] FIG. 3 is the B-view of FIG. 1 (excluding chain blade 3), and also the structural schematic diagram of power transmission device 2A-1 composed of chain blade drive device 2-1-1, chain blade tension device 2-1-2, and chain wheel 2-1-3;

[0010] FIG. 4 is the C-C-view of FIG. 1, the section view of combined device 2A and frame 2A-3, and also the structural schematic diagram of slurry pipeline 6-1 of slurry pipeline device 6;

[0011] FIG. 5 is the D-D view of FIG. 1, and also the structural schematic diagram of slurry nozzle 6-2 of foundation bottom 4A-1;

[0012] FIG. 6 is the structural schematic diagram of chain blade 3, the structural schematic diagram of chain 3-1 and cutter 3-2, the structural schematic diagram of the universal joint of chain 3-1 composed of A universal joint and B universal joint, and also the structural schematic diagram of chain 3-1 to achieve space bending;

[0013] FIG. 7 is the structural schematic diagram of foundation 4, which is combined foundation 4B, and the structural schematic diagram of combined foundation 4B whose top is connected with combined device 2B and bottom is equipped with chain blade 3 for excavating the rock and soil;

[0014] FIG. 8 is the A-view of FIG. 7, the structural schematic diagram of combined device 2B composed of power transmission device 2B-1, spoil treatment device 2B-2, and frame 2B-3, and the structural schematic diagram of chain excavating device 5A composed of device 2B-1, combined foundation 4B, and chain blade 3;

[0015] FIG. 9 is the B-view of FIG. 7 (excluding chain blade 3), the structural schematic diagram of power transmission device 2B-1 composed of chain blade drive device 2-1-1, chain blade tension device 2-1-2, and chain wheel 2-1-3, and also the structural schematic diagram of fixed guide 1 composed of fixed frame 1-1 and guide 1-2;

[0016] FIG. 10 is the C-C view of FIG. 7, the section view of the frame 2B-3 of combined device 2B, the section view of fixed frame 1-1, and also the structural schematic diagram of slurry pipeline 6-1 of slurry pipeline device 6;

[0017] FIG. 11 is the structural schematic diagram of the prefabricated part of the first section of combined foundation 4B-1, and also the structural schematic diagram of the first section of combined foundation 4B-1 with fixed frame 1-1 installed on the spot and chain blade 3 installed;

[0018] FIG. 12 is the structural schematic diagram of the connection between the bottom of frame 2B-3 in device 2B and the top of the first section of combined foundation 4B-1, and also the structural schematic diagram of the connection between chain blade 3 at the bottom of device 2B and the top of the first section of combined foundation 4B-1;

[0019] FIG. 13 is the structural schematic diagram of device 2-1-1 driving chain blade 3 to run along the track of foundation 4B, chain blade 3 excavating the rock and soil at the bottom of the first section of foundation 4B-1, and device 2B descending synchronously with the first section of foundation 4B-1 to the set position;

[0020] FIG. 14 is the structural schematic diagram of moving device 2B from the first section of foundation 4B-1;

[0021] FIG. 15 is the structural schematic diagram of loading the second section of foundation 4B-2 into frame 1-1 and connecting the bottom of foundation 4B-2 and the top of the first section of foundation 4B-1, and also the structural schematic diagram of connecting chain blade 3 at the bottom of the second section of foundation 4B-2 and chain blade 3 at the top of the first section of foundation 4B-1;

[0022] FIG. 16 is the structural schematic diagram of connecting the bottom of frame 2B-3 in device 2B and the top of the second section of foundation 4B-2, and also the structural schematic diagram of connecting chain blade 3 at the bottom of device 2B and chain blade 3 at the top of the second section of foundation 4B-2;

[0023] FIG. 17 is the structural schematic diagram of device 2-1-1 driving chain blade 3 to move along the trace of foundation 4B and chain blade 3 excavating the rock and soil at the bottom of the first section of foundation 4B-1 and transporting the excavated rock and soil to the top, and also the structural schematic diagram of device 2B, the first section of foundation 4B-1, and the second section of foundation 4B-2 descending synchronously to the set position;

[0024] FIG. 18 is the structural schematic diagram of removing device 2B from the second section of foundation 4B-2;

[0025] FIG. 19 is the structural schematic diagram of concrete pouring by pulling out the chain blade 3 after foundation 4B descends to the set position.

[0026] FIG. 1 is the fixed guide of the foundation construction device, which is composed of fixed frame 1-1 and guide 1-2; 1-1 is the fixed frame of fixed guide 1; 1-2 is the guide of fixed guide 1; 2 is the combined device of foundation construction device, including chain blade power transmission device 2-1, spoil treatment device 2-2, and frame 2-3; 2A is the combined device connected with the top of slot-type foundation 4A during construction, including chain blade power transmission device 2A-1, spoil treatment device 2A-2, and frame 2A-3; 2B is the combined device connected to the top of combined foundation 4B during construction, including chain blade power transmission device 2B-1, spoil treatment device 2B-2, and frame 2B-3; 2-1 is the power transmission device of chain blade, which is composed of chain blade drive device 2-1-1, chain blade tension device 2-1-2, and chain wheel 2-1-3; 2A-1 is the power transmission device of chain blade on slot-type foundation 4A, which is composed of chain blade drive device 2-1-1, chain blade tension device 2-1-2, and chain wheel 2-1-3; 2B-1 is the power transmission device of chain blade on combined foundation 4B, which is composed of chain blade drive device 2-1-1, chain blade tension device 2-1-2, and chain wheel 2-1-3; 2-1-1 is the chain blade drive device; 2-1-2 is the chain blade tension device; 2-1-3 is chain wheel; 2-2 is the spoil treatment device of combined device 2; 2A-2 is the spoil treatment device of combined device 2A; 2B-2 is the spoil treatment device of combined device 2B; 2-3 is the frame of combined device 2; 2A-3 is the frame of combined device 2A; 2B-3 is the frame of combined device 2B; 3 is the chain blade for excavating the rock and soil, which is composed of chain 3-1 and cutter fixed on chain 3-1 for rock and soil excavation; 3-1 is the chain constituting chain blade 3; 3-1-1 is A universal joint constituting chain universal joint; 3-1-2 is B universal joint constituting chain universal joint; 3-2 is the cutter constituting chain blade 3; 4 is foundation; 4A is slot-type foundation; 4B is combined foundation, which is composed of several slot-type foundations 4A; 4-1 is the first section (i.e. bottom section) of foundation; 4A-1 is the first section (i.e. bottom section) of slot-type foundation; 4B-1 is the first section (i.e. bottom section) of combined foundation; 4-2 is the second section of foundation; 4A-2 is the second foundation of slot-type foundation; 4B-2 is the second section of combined foundation; 5 is chain excavating device, which is composed of device 2-1, foundation 4, and chain blade 3; 5A is the chain excavating device for excavating the rock and soil at the bottom of foundation 4A; 6 is the slurry pipeline device; 6-1 is the slurry pipeline on frame 2-3 in device 2; 6-2 is the slurry nozzle on foundation bottom 4-1; 7 is the side covering shield of 4, and 4 is the foundation which has a blade angle at the bottom.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS

[0027] The foundation construction device includes fixed guide 1 and combined device 2, which is used for the construction of foundation 4 with chain blade 3 at the bottom. Device 1 consists of fixed frame 1-1 and guide 1-2. Device 2 includes chain blade power transmission device 2-1, spoil treatment device 2-2, and rack 2-3. Device 2-1 and device 2-2 are installed on rack 2-3. Device 2-1, foundation 4 and chain blade 3 constitute chain excavating device 5. Foundation 4 is the rack of chain excavating device 5, while chain blade 3 only excavates the rock and soil at the bottom of foundation 4. Chain blade 3 is composed of chain 3-1 and cutter 3-2 fixed on chain 3-1 for rock and soil excavation. Device 1 guides foundation 4 and/or device 2 to make foundation 4 in a straight state. During construction, device 2 is connected with the top of device 2 and foundation 4, and device 2-1 drives chain blade 3 to run along the track of foundation 4. Chain blade 3 excavates the rock and soil at the bottom of foundation 4, and transports the excavated rock and soil to the top. Device 2-2 separates the rock and soil transported from the bottom of foundation 4 by chain blade 3 from chain blade 3, and device 2 and foundation 4 descend synchronously.

[0028] Device 2-1 is composed of chain blade drive device 2-1-1, chain blade tension device 2-1-2, and chain wheel 2-1-3.

[0029] Frame 2-3 moves within guide 1-2.

[0030] Foundation 4 moves within guide 1-2.

[0031] Fixed frame 1-1 is a machinery/construction vehicle or machinery/construction ship.

[0032] Foundation 4 is slot-type foundation 4A. During construction, slot-type foundation 4A is equipped with chain excavating device 5A for excavating the rock and soil at the bottom of foundation 4A, that is, frame 2A-3 of device 2A is equipped with a device 2A-1.

[0033] The foundation is combined foundation 4B composed of several slot-type foundations 4A. Each slot-type foundation 4A is equipped with chain excavating device 5A that excavates the rock and soil at the bottom of respective foundation 4A only, that is, the frame of device 2B is equipped with several devices 2A-1.

[0034] Frame 2-3 in device 2 includes slurry pipeline device 6, and slurry pipeline 6-1 is connected with slurry nozzle 6-2 at the bottom of the foundation.

[0035] Fixed frame 1-1 is the construction platform of foundation 4, with a lifting device installed at the top.

[0036] The construction method can be divided into the following steps:

[0037] 1) Pre-fabricate foundation 4 by sections or integrally at the factory;

[0038] 2) Install and fix frame 1-1 on the spot;

[0039] 3) Transport the first section (i.e. bottom section) of foundation 4-1 to the site, load it into fixed frame 1-1, and install chain blade 3;

[0040] 4) Connect the bottom of frame 2-3 in device 2 with the top of the first section of foundation 4-1, connect chain blade 3 at the bottom of device 2 with the chain blade 3 at the top of the first section of foundation 4-1 to constitute chain excavating device 5, and connect slurry pipeline 6-1 at the bottom of device 2 with slurry pipeline 6-1 at the top of the first section of foundation 4-1;

[0041] 5) Start device 2-1-1, so that device 2-1-1 drives chain blade 3 to move along the track of foundation 4-1, chain blade 3 excavates the rock and soil at the bottom of the first section of foundation 4-1 and transports the excavated rock and soil to the top, and device 2-2 separates the rock and soil transported by chain blade 3 from the bottom of foundation 4-1 from chain blade 3;

[0042] 6) Device 2 and the first section of foundation 4-1 descend synchronously to the set position;

[0043] 7) Separate and remove device 2 from the first section of foundation 4-1;

[0044] 8) Load the second section of foundation 4-2 into frame 1-1;

[0045] 9) Connect the bottom of the second section of foundation 4-2 with the top of the first section of foundation 4-1, connect chain blade 3 at the bottom of the second section of foundation 4-2 with chain blade 3 at the top of the first section of foundation 4-1, and connect slurry pipeline 6-1 at the bottom of the second section of foundation 4-2 with slurry pipeline 6-1 at the top of the first section of foundation 4-1;

[0046] 10) Connect the bottom of frame 2-3 in device 2 with the top of the second section of foundation 4-2, connect chain blade 3 at the bottom of device 2 with chain blade 3 at the top of the second section of foundation 4-2 to constitute chain excavating device 4, and connect slurry pipeline 6-1 at the bottom of device 2 with slurry pipeline 6-1 at the top of the second section of foundation 4-2;

[0047] 11) Start device 2-1-1, so that device 2-1-1 drives chain blade 3 to move along the track of foundation 4-1, chain blade 3 excavates the rock and soil at the bottom of the first section of foundation 4-1 and transports the excavated rock and soil to the top, and device 2-2 separates the rock and soil transported by chain blade 3 from the bottom of foundation 4-1 from chain blade 3;

[0048] 12) Device 2, first section of foundation 4-1 and second section of foundation 4-2 descend synchronously to the set position;

[0049] 13) Separate and remove device 2 from the second section of foundation 4-2;

[0050] Repeat the above steps 7), 8), 9), 10), 11), and 12) to complete the connection of each section of the foundation and descend to the set position, and then pull out chain blade 3 for concrete pouring.

The present invention is further described below in conjunction with the drawings attached:

[0051] As shown in FIGS. 1, 2, and 6, the foundation construction device includes fixed guide 1 and combined device 2, which is used for the construction of foundation 4 with chain blade 3 at the bottom. Device 1 is composed of fixed frame 1-1 and guide 1-2. Foundation 4 is slot-type foundation 4A. During construction, combined device 2A connected with the top of slot-type foundation 4A includes power transmission device 2A-1, spoil treatment device 2A-2, and frame 2A-3. Device 2A-1 and device 2A-2 are installed on frame 2A-3. Device 2A-1, foundation 4A and chain blade 3 constitute chain excavating device 5A. Foundation 4A is the frame of chain excavating device 5A. Chain blade 3 excavates the rock and soil at the bottom of foundation 4A only. Chain blade 3 is composed of chain 3-1 and cutter fixed on chain 3-1 for rock and soil excavation. Device 1 guides foundation 4A and/or device 2A to make foundation 4A in a straight state. During construction, device 2A is connected with the top of foundation 4A, and device 2A-1 drives chain blade 3 to run along the track of foundation 4A. Chain blade 3 excavates the rock and soil at the bottom of foundation 4A, and transports the excavated rock and soil to the top. Device 2A-2 separates the rock and soil transported from the bottom of foundation 4A by chain blade 3 from chain blade 3, and device 2A and foundation 4A descend synchronously.

[0052] As shown in FIG. 3, foundation 4 is slot-type foundation 4A. Device 2A-1 is composed of chain blade drive device 2-1-1, chain blade tension device 2-1-2, and chain wheel 2-1-3.

[0053] As shown in FIGS. 4-5, foundation 4 is slot-type foundation 4A. Frame 2A-3 in device 2A includes slurry pipeline device 6. Slurry pipeline 6-1 is connected with slurry nozzle 6-2 at the bottom of foundation 4A.

[0054] As shown in FIGS. 7-10, foundation 4 is combined foundation 4B, which is composed of several slot-type foundations 4A. Each slot-type foundation 4A is equipped with chain excavating device 4A that excavates the rock and soil at the bottom of respective foundation only, that is, frame 2B-3 of device 2B is equipped with several devices 2A-1.

[0055] As shown in FIGS. 11-19, foundation 4 is combined foundation 4B, and the construction method is divided into the following steps:

[0056] 1) Pre-fabricate foundation 4B by blocks at the factory;

[0057] 2) Install and fix frame 1-1 on the spot;

[0058] 3) Transport the first section (i.e. bottom section) of foundation 4B-1 to the site, load it into fixed frame 1-1, and install chain blade 3;

[0059] 4) Connect the bottom of frame 2B-3 in device 2B with the top of the first section of foundation 4B-1, connect chain blade 3 at the bottom of device 2B with the chain blade 3 at the top of the first section of foundation 4B-1 to constitute chain excavating device 5B, and connect slurry pipeline 6-1 at the bottom of device 2B with slurry pipeline 6-1 at the top of the first section of foundation 4B-1;

[0060] 5) Start device 2-1-1, so that device 2-1-1 drives chain blade 3 to move along the track of foundation 4B-1, chain blade 3 excavates the rock and soil at the bottom of the first section of foundation 4B-1 and transports the excavated rock and soil to the top, and device 2B-2 separates the rock and soil transported by chain blade 3 from the bottom of foundation 4B-1 from chain blade 3;

[0061] 6) Device 2B and the first section of foundation 4B-1 descend synchronously to the set position;

[0062] 7) Separate and remove device 2B from the first section of foundation 4B-1;

[0063] 8) Load the second section of foundation 4B-2 into frame 1-1;

[0064] 9) Connect the bottom of the second section of foundation 4B-2 with the top of the first section of foundation 4B-1, connect chain blade 3 at the bottom of the second section of foundation 4B-2 with chain blade 3 at the top of the first section of foundation 4B-1, and connect slurry pipeline 6-1 at the bottom of the second section of foundation 4B-2 with slurry pipeline 6-1 at the top of the first section of foundation 4B-1;

[0065] 10) Connect the bottom of frame 2-3 in device 2B with the top of the second section of foundation 4B-2, connect chain blade 3 at the bottom of device 2 with chain blade 3 at the top of the second section of foundation 4B-2 to constitute chain excavating device 5B, and connect slurry pipeline 6-1 at the bottom of device 2B with slurry pipeline 6-1 at the top of the second section of foundation 4B-2;

[0066] 11) Start device 2-1-1, so that device 2-1-1 drives chain blade 3 to move along the track of foundation 4B, chain blade 3 excavates the rock and soil at the bottom of the first section of foundation 4B-1 and transports the excavated rock and soil to the top, and device 2B-2 separates the rock and soil transported by chain blade 3 from the bottom of foundation 4B from chain blade 3;

[0067] 12) Device 2B, first section of foundation 4B-1, and second section of foundation 4B-2 descend synchronously to the set position;

[0068] 13) Separate and remove device 2B from the second section of foundation 4B-2;

[0069] Repeat the above steps 7), 8), 9), 10), 11), and 12) to complete the connection of each section of the foundation and descend to the set position, and then pull out chain blade 3 for concrete pouring.