Deep foundation pit pile-anchor support structure

Abstract

The utility model relates to the field of deep foundation pit support, disclose a deep foundation pit row pile anchor support structure, including a plurality of pile body, the pile body inside fixedly connected with anchor main part, the anchor main part outside slide connection has the baffle, a plurality of baffle front side slide connection has two I -steel, I -steel left and right sides all are equipped with fixed subassembly, install splicing subassembly between two I -steel, fixed subassembly includes the sleeve, the sleeve outside fixed connection in I -steel outside, the sleeve inner wall slide connection has the press block, the press block rear side fixedly connected with the conical barrel, the conical barrel inner wall rotationally connected with the rotating lever. In the utility model, by driving the press block to drive the conical barrel to insert into the soil in the pit wall, and rotating the rotating lever to drive the connecting rod to push the fixing bolt to insert into the soil, realize the I -steel fastening on the pit, make it keep stable, do not need other support structure auxiliary support, save time and labour.

Description

Technical Field

[0001] This utility model relates to the field of deep foundation pit support, and in particular to a deep foundation pit pile anchor cable support structure. Background Technology

[0002] Deep foundation pit pile and anchor cable support is a common foundation pit support structure, widely used in large-scale underground engineering. Its main function is to prevent the foundation pit from collapsing or deforming during excavation and to ensure the stability of the surrounding environment. This support structure consists of piles, anchor cables and related supporting facilities.

[0003] Piles are constructed by driving reinforced concrete piles into the ground using mechanical equipment to form a retaining wall for the foundation pit, which serves to isolate groundwater and limit soil deformation. Anchor cables, on the other hand, are constructed by installing anchor rods around the foundation pit to connect the external soil to the piles, thereby effectively transmitting soil pressure and enhancing the stability of the support structure. Anchor cables are made of steel strands or reinforced concrete and have strong tensile strength.

[0004] The advantages of this support method are its short construction period and adaptability to complex geological conditions. The piles provide a reliable retaining wall, while the anchor cables provide additional support without taking up too much space. The anchor cables provide reaction tension through two I-beams. However, in traditional construction methods, when installing the I-beams, other support rods or manual support are required to keep the I-beams attached to the foundation pit wall to prevent them from falling off automatically. This wastes manpower and resources and is inefficient. Therefore, a deep foundation pit pile and anchor cable support structure is proposed to solve the above problems. Summary of the Invention

[0005] To overcome the above shortcomings, this utility model provides a deep foundation pit pile anchor cable support structure, which aims to improve the problem of traditional construction methods where, during the installation of I-beams, other support rods or manual support are needed to keep the I-beams attached to the foundation pit wall to prevent them from falling off automatically, which wastes manpower and resources and is inefficient.

[0006] To achieve the above objectives, the present invention adopts the following technical solution: a deep foundation pit pile anchor cable support structure, comprising multiple piles, an anchor cable body fixedly connected inside the pile, a baffle slidably connected outside the anchor cable body, two I-beams slidably connected to the front side of the multiple baffles, fixing components installed on both the left and right sides of the I-beams, and splicing components installed between the two I-beams;

[0007] The fixing component includes a housing, which is fixedly connected to the outside of the I-beam. A pressure block is slidably connected to the inner wall of the housing. A cone is fixedly connected to the rear side of the pressure block. A rotating rod is rotatably connected to the inner wall of the cone. Multiple turntables are fixedly connected to the outside of the rotating rod. Two connecting rods are rotatably connected to the front side of the turntables. Fixing bolts are rotatably connected to the outside of the connecting rods.

[0008] As a further description of the above technical solution:

[0009] The splicing assembly includes multiple pins, which are externally slidably connected between the interiors of the two I-beams. A lacing plate is externally slidably connected to the pins, and an inner shell is fixedly connected inside the lacing plate. A spring is fixedly connected to the inner wall of the inner shell, and a sliding plate is fixedly connected to the rear end of the spring. A plug is fixedly connected to the rear side of the sliding plate, and a stop is slidably connected inside the inner shell.

[0010] As a further description of the above technical solution:

[0011] The anchor cable body and the I-beam abut against each other, and the cone is slidably connected to the inside of the casing.

[0012] As a further description of the above technical solution:

[0013] The rotating rod is externally rotatably connected to the inside of the pressure block, and the fixing bolt is externally slidably connected to the inside of the cone.

[0014] As a further description of the above technical solution:

[0015] The inner side of the gusset plate is slidably connected to the outside of the I-beam, and the outer side of the insert rod is inserted into the inside of the pin.

[0016] As a further description of the above technical solution:

[0017] The outer side of the skateboard is slidably connected to the inner wall of the inner shell, and the outer side of the skateboard is slidably connected to the inside of the splice plate.

[0018] As a further description of the above technical solution:

[0019] The stop block is slidably connected to the inside of the gusset plate, and the outside of the stop block and the outside of the insert rod abut against each other.

[0020] As a further description of the above technical solution:

[0021] The insertion rod is externally slidably connected inside the inner shell, and externally slidably connected inside the splice plate.

[0022] This utility model has the following beneficial effects:

[0023] 1. In this utility model, by pushing the pressure block to drive the cone barrel to insert into the soil inside the foundation pit wall, and rotating the rotating rod to drive the turntable to push the connecting rod to push the fixing bolt out and insert it into the soil, the I-beam is quickly fixed on the foundation pit and kept stable without the need for other supporting structures, saving time and effort.

[0024] 2. In this utility model, by sliding the gusset plate into the I-beam, then inserting the pin between the I-beam and the gusset plate, and lifting the stop block, the spring pushes the slide plate to reset the insert rod and insert it into the pin, thus achieving quick pin fixing, thereby connecting the two I-beams into a whole and making them bear the same force. Attached Figure Description

[0025] Figure 1 This is a three-dimensional schematic diagram of a deep foundation pit pile anchor cable support structure proposed in this utility model.

[0026] Figure 2 for Figure 1 Enlarged view of point A in the middle.

[0027] Figure 3 This is a schematic diagram of the cone-shaped structure of a deep foundation pit pile anchor cable support structure proposed in this utility model.

[0028] Figure 4 for Figure 3 Enlarged view of point B in the middle.

[0029] Figure 5 This is a schematic diagram of the gusset plate of a deep foundation pit pile anchor cable support structure proposed in this utility model.

[0030] Figure 6 This is a schematic diagram of the insert rod of a deep foundation pit pile anchor cable support structure proposed in this utility model.

[0031] Legend:

[0032] 1. Pile body; 2. Anchor cable body; 3. Baffle; 4. I-beam; 5. Shell; 6. Pressure block; 7. Cone; 8. Rotating rod; 9. Turntable; 10. Connecting rod; 11. Fixing bolt; 12. Pin bolt; 13. Draper plate; 14. Inner shell; 15. Spring; 16. Slide plate; 17. Insert rod; 18. Stop block. Detailed Implementation

[0033] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0034] Reference Figures 1-4This utility model provides an embodiment of a deep foundation pit pile anchor cable support structure, comprising multiple pile bodies 1, with anchor cable bodies 2 fixedly connected inside the pile bodies 1, and baffles 3 slidably connected outside the anchor cable bodies 2. Two I-beams 4 are slidably connected to the front of the multiple baffles 3. The pile bodies 1 are used to enhance the strength of the foundation pit, the anchor cable bodies 2 are used to prevent the foundation pit from collapsing, the baffles 3 are used to pad the I-beams 4 to keep the I-beams 4 stable, the I-beams 4 are used to bear the tension of the anchor cable bodies 2, and fixing components are installed on both the left and right sides of the I-beams 4. A splicing component is installed between the two I-beams 4.

[0035] The fixing assembly includes a housing 5, which is externally fixed to the outside of the I-beam 4. A pressure block 6 is slidably connected to the inner wall of the housing 5. A cone 7 is fixedly connected to the rear side of the pressure block 6. A rotating rod 8 is rotatably connected to the inner wall of the cone 7. Multiple turntables 9 are fixedly connected to the outside of the rotating rod 8. Two connecting rods 10 are rotatably connected to the front side of the turntables 9. Fixing bolts 11 are rotatably connected to the outside of the connecting rods 10. The housing 5 is used to connect and protect the internal parts. The pressure block 6 is used to drive the cone 7 to move. The rear side of the cone 7 is conical to better insert it into the soil and facilitate fixing. The rotating rod 8 is used to drive the turntables 9 to rotate, and its front end has an outer... The hexagonal shape is for easy rotation with an external hex wrench. The turntable 9 is used to drive the connecting rod 10 to move synchronously. The connecting rod 10 is used to drive the fixing bolt 11 to make corresponding movements. The fixing bolt 11 is to extend from the inside of the cone 7 and insert into the soil to keep the I-beam 4 stable. The outside of the anchor cable body 2 and the outside of the I-beam 4 abut against each other to provide support for the anchor cable body 2. The outside of the cone 7 is slidably connected to the inside of the sleeve 5 to restrict the movement direction of the cone 7. The outside of the rotating rod 8 is rotatably connected to the inside of the pressure block 6 to keep the rotating rod 8 stable. The outside of the fixing bolt 11 is slidably connected to the inside of the cone 7 to restrict the movement direction of the fixing bolt 11.

[0036] Reference Figure 1 , Figure 5 , Figure 6The splicing assembly includes multiple pins 12. Each pin 12 is externally slidably connected between two I-beams 4. A lacing plate 13 is externally slidably connected to each pin 12. An inner shell 14 is fixedly connected inside the lacing plate 13. A spring 15 is fixedly connected to the inner wall of the inner shell 14. A sliding plate 16 is fixedly connected to the rear end of the spring 15. A rod 17 is fixedly connected to the rear side of the sliding plate 16. A stop 18 is slidably connected inside the inner shell 14. The pins 12 are used to fix the lacing plate 13 to the I-beams 4. The lacing plate 13 is used to connect the two I-beams 4 into a whole. The inner shell 14 is used to connect and protect internal parts. The spring 15 is used to push the sliding plate 16 to move. The sliding plate 16 is used to drive the rod 17 to move. The rod 17 is used to insert into the pin 12, so that... The pin 12 is fixed, and the stop block 18 is used to block the outlet of the insertion rod 17 to prevent the insertion rod 17 from automatically resetting. The inner side of the lacing plate 13 is slidably connected to the outside of the I-beam 4, so that the I-beam 4 bears the pressure of the lacing plate 13. The insertion rod 17 is inserted into the inside of the pin 12 to fix the pin 12. The outer side of the slide plate 16 is slidably connected to the inner wall of the inner shell 14. The outer side of the slide plate 16 is slidably connected to the inside of the lacing plate 13 to restrict the movement direction of the slide plate 16. The outer side of the stop block 18 is slidably connected to the inside of the lacing plate 13. The outer side of the stop block 18 and the outer side of the insertion rod 17 abut against each other to restrict the movement direction of the stop block 18. The outer side of the insertion rod 17 is slidably connected to the inside of the inner shell 14. The outer side of the insertion rod 17 is slidably connected to the inside of the lacing plate 13 to restrict the movement direction of the insertion rod 17.

[0037] Working principle: When carrying out support construction in the foundation pit, first, piles 1 are placed around the foundation pit, then the anchor cable body 2 is fixed inside the piles 1, and simultaneously, baffles 3 are installed outside the anchor cable body 2. Next, I-beams 4 are installed outside the anchor cable body 2. By placing the I-beams 4 in the designated position and pushing the pressure block 6, the cone 7 is inserted into the soil under the limiting position of the sleeve 5. Then, an external hex wrench is inserted into the front end of the rotating rod 8 and rotated. The rotating rod 8 drives the turntable 9 to rotate, causing the connecting rod 10 to push the fixing bolt 11 outward, pushing the fixing bolt 11 out of the cone 7 and inserting it into the soil, thus fixing the I-beams 4 to the inner wall of the foundation pit without constant support. Similarly, fix the other I-beam 4 in place, then move the slide plate 16 to compress the spring 15, causing the insertion rod 17 to retract into the inner shell 14. At the same time, the stop block 18 automatically falls down to block the outlet of the insertion rod 17. Next, insert the gusset plate 13 between the two I-beams 4 and let the pin 12 pass through the space between the two I-beams 4 and the gusset plate 13. Finally, pull the stop block 18 upward to disengage the stop block 18 from the insertion rod 17. At this time, the spring 15 will immediately push the slide plate 16 to reset the insertion rod 17 and insert it into the pin 12, fixing the pin 12 in place without welding. This allows the two I-beams 4 to be connected to each other, with the same force, protecting the foundation pit and preventing collapse.

[0038] Finally, it should be noted that the above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Although the present utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

Claims

1. A deep foundation pit pile anchor cable support structure, comprising multiple piles (1), characterized in that: The pile body (1) is fixedly connected to the anchor cable body (2) inside, and the anchor cable body (2) is slidably connected to the outside of the baffle (3). Two I-beams (4) are slidably connected to the front side of the multiple baffles (3). Fixing components are installed on both sides of the I-beams (4), and splicing components are installed between the two I-beams (4). The fixing components include a shell (5). The shell (5) is fixedly connected to the outside of the I-beams (4). A pressure block (6) is slidably connected to the inner wall of the shell (5). A cone (7) is fixedly connected to the rear side of the pressure block (6). A rotating rod (8) is rotatably connected to the inner wall of the cone (7). Multiple turntables (9) are fixedly connected to the outside of the rotating rod (8). Two connecting rods (10) are rotatably connected to the front side of the turntables (9). A fixing bolt (11) is rotatably connected to the outside of the connecting rods (10).

2. The deep foundation pit pile anchor cable support structure according to claim 1, characterized in that: The splicing assembly includes multiple pins (12), which are externally slidably connected between the two I-beams (4). A lacing plate (13) is externally slidably connected to the pins (12), and an inner shell (14) is fixedly connected inside the lacing plate (13). A spring (15) is fixedly connected to the inner wall of the inner shell (14), and a sliding plate (16) is fixedly connected to the rear end of the spring (15). A plug rod (17) is fixedly connected to the rear side of the sliding plate (16), and a stop block (18) is slidably connected inside the inner shell (14).

3. The deep foundation pit pile anchor cable support structure according to claim 1, characterized in that: The anchor cable body (2) and the I-beam (4) are in contact with each other, and the cone (7) is slidably connected to the inside of the casing (5).

4. The deep foundation pit pile anchor cable support structure according to claim 1, characterized in that: The rotating rod (8) is externally rotatably connected to the inside of the pressure block (6), and the fixing bolt (11) is externally slidably connected to the inside of the cone (7).

5. The deep foundation pit pile anchor cable support structure according to claim 2, characterized in that: The inner side of the gusset plate (13) is slidably connected to the outside of the I-beam (4), and the outer side of the insert rod (17) is inserted into the inside of the pin (12).

6. The deep foundation pit pile anchor cable support structure according to claim 2, characterized in that: The external sliding plate (16) is slidably connected to the inner wall of the inner shell (14), and the external sliding plate (16) is slidably connected to the inside of the gusset plate (13).

7. The deep foundation pit pile anchor cable support structure according to claim 2, characterized in that: The stop block (18) is externally slidably connected to the inside of the gusset plate (13), and the outside of the stop block (18) and the outside of the insert rod (17) abut against each other.

8. A deep foundation pit pile anchor cable support structure according to claim 2 or 5, characterized in that: The insertion rod (17) is externally slidably connected inside the inner shell (14), and externally slidably connected inside the gusset plate (13).

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