Basement bearing platform construction structure

Abstract

The utility model relates to the field of building construction, in particular to a basement bearing platform construction structure which comprises cement boards and a supporting structure, the cement boards are spliced to form side boards perpendicular to the ground, and a plurality of side boards are enclosed to form a required bearing platform shape; a supporting structure is arranged between the two opposite side plates; the supporting structure comprises a steel pipe, abutting plates and a sleeve, the abutting plates are movably arranged at the two ends of the steel pipe correspondingly, and the abutting plates are attached to the side plates; the sleeve is arranged between the abutting plate and the steel pipe and is in threaded connection with the steel pipe, and one end of the sleeve abuts against the abutting plate; after the cement boards are spliced to form the side boards, the abutting plates abut against the opposite side boards, and the sleeves are in threaded connection with the steel pipes, so that the sleeves can abut against the sides, away from the side boards, of the abutting plates, the sleeves are tightly attached to the side boards, the cement boards can be effectively supported, and damage caused by backfill soil impact is avoided; in addition, the width between the matched cement boards can be adjusted according to the length of the sleeve after rotation, and the adaptability is improved.

Description

Technical Field

[0001] The utility model relates to the field of building construction, in particular to a basement bearing platform construction structure. Background Art

[0002] In the process of foundation construction, brick membrane design is conventionally adopted, but the foundation brick mold has the disadvantages of large masonry work, high manpower, long construction period and high cost. At present, cement board is used to replace the foundation brick membrane for rapid construction, but during construction, only wooden strips are used to reinforce the inner side, which makes the cement board easy to be damaged under the impact of backfill soil, affecting subsequent construction; and the adaptability of wooden strip reinforcement is poor, and it is necessary to cut according to the width between the cement boards, which increases the construction workload. Utility Model Content

[0003] The technical problem to be solved by the utility model is to provide a basement bearing platform construction structure which can avoid the cement slab from being damaged due to the impact of backfill soil and reduce the construction workload.

[0004] In order to solve the above technical problems, the technical solution adopted by the utility model is: a base structure, including cement boards and a supporting structure, the cement boards are spliced ​​to form side panels perpendicular to the ground, and multiple side panels are enclosed to form the required base shape; a supporting structure is provided between two opposite side panels; the supporting structure includes a steel pipe, a pressure plate and a sleeve, and pressure plates are movably provided at both ends of the steel pipe, and the pressure plates are fitted with the side panels; the sleeve is provided between the pressure plate and the steel pipe, the sleeve is threadedly connected to the steel pipe, and one end of the sleeve is against the pressure plate.

[0005] Furthermore, one end of the pressure plate is connected to a moving rod, and the moving rod is movably arranged in the steel pipe.

[0006] Furthermore, the support structure also includes a pin, a fixing groove is provided on the steel pipe along its length direction, a fixing hole is provided on the sleeve, the pin is inserted into the fixing hole and passes through the fixing groove, and its side surface abuts against the end of the moving rod.

[0007] Furthermore, the steel pipe is foldable, and comprises a first branch pipe and a second branch pipe, wherein a rotating structure is provided between the first branch pipe and the second branch pipe.

[0008] Furthermore, the steel pipe also includes a fixed pipe, and the fixed pipe is movably sleeved between the first branch pipe and the second branch pipe.

[0009] Furthermore, the support structure also includes an oblique support rod and a reinforcing rod, the oblique support rod is obliquely arranged between the side panel and the ground; the end of the oblique support rod that abuts against the ground is connected to a reinforcing rod, and the reinforcing rod is arranged parallel to the ground; the ends of the two reinforcing rods corresponding to the two opposite side panels abut against each other.

[0010] Furthermore, the diagonal brace rod is rotatably connected to the reinforcing rod.

[0011] Furthermore, the reinforcing rod is provided with a hollow portion matched with the shape of the diagonal support rod, and the diagonal support rod is rotatable toward the hollow portion.

[0012] Furthermore, a clamping block is provided in the hollow portion, and a clamping groove matched with the clamping block is provided on the diagonal support rod.

[0013] Furthermore, the reinforcing rod is provided with anti-slip grooves on the side opposite to the ground.

[0014] The beneficial effect of the utility model is that after the cement boards are spliced ​​to form side panels, the pressure plate is pressed against the opposite side panel and the sleeve is threadedly connected to the steel pipe, so that the sleeve can press against the side of the pressure plate away from the side panel to make it fit tightly to the side panel, thereby effectively supporting the cement boards and avoiding damage caused by the impact of backfill soil; in addition, the width between the adapted cement boards can also be adjusted according to the length of the sleeve after rotation to improve adaptability. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 It is a structural schematic diagram of a basement cap construction structure according to a specific implementation method of the utility model;

[0016] Figure 2 It is a structural schematic diagram of the basement cap construction structure of the specific implementation mode of the utility model, in which the pressure plate, the moving rod and the steel pipe are matched after the casing and the fixed pipe are removed.

[0017] Description of labels:

[0018] 1. Cement board; 2. Steel pipe; 21. First branch pipe; 22. Second branch pipe; 23. Fixed pipe; 3. Pressure plate; 4. Casing; 5. Moving rod; 6. Pin; 7. Diagonal support rod; 8. Reinforcement rod. DETAILED DESCRIPTION

[0019] In order to explain the technical content, achieved objectives and effects of the present invention in detail, the following is an explanation in conjunction with the implementation modes and the accompanying drawings.

[0020] Please refer to Figure 1 and Figure 2A basement foundation construction structure includes a cement board 1 and a supporting structure. The cement board 1 is spliced ​​to form a side plate perpendicular to the ground, and a plurality of side plates are enclosed to form a desired foundation shape; a supporting structure is provided between two opposite side plates; the supporting structure includes a steel pipe 2, a pressure plate 3 and a sleeve 4, and pressure plates 3 are movably provided at both ends of the steel pipe 2, and the pressure plates 3 are fitted with the side plates; the sleeve 4 is provided between the pressure plate 3 and the steel pipe 2, the sleeve 4 is threadedly connected to the steel pipe 2, and one end of the sleeve 4 is against the pressure plate 3.

[0021] From the above description, it can be seen that the beneficial effect of the utility model is that after the cement board 1 is spliced ​​to form the side panel, the pressure plate 3 is pressed against the opposite side panel and the sleeve 4 is threadedly connected to the steel pipe 2, so that the sleeve 4 can press against the side of the pressure plate 3 away from the side panel to make it fit tightly to the side panel, thereby effectively supporting the cement board 1 and avoiding damage caused by the impact of backfill soil; in addition, the width between the adapted cement boards 1 can also be adjusted according to the length of the sleeve 4 after rotation to improve adaptability.

[0022] Furthermore, one end of the pressure plate 3 is connected to a moving rod 5 , and the moving rod 5 is movably disposed in the steel pipe 2 .

[0023] It can be seen from the above description that the movement of the pressure plate 3 on the steel pipe 2 is achieved by setting the moving rod 5 .

[0024] Furthermore, the support structure also includes a pin 6. The steel pipe 2 is provided with a fixing groove along its length direction. The sleeve 4 is provided with a fixing hole. The pin 6 is inserted into the fixing hole and passes through the fixing groove, and its side surface abuts against the end of the moving rod 5.

[0025] From the above description, it can be seen that after the pressure plate 3 is pressed against the cement board 1, it is rotated and pressed by the sleeve 4, and the pin 6 passes through the fixing hole and the fixing groove to fix the end of the moving rod 5 to ensure the structural stability of the pressure plate 3 during the pressing.

[0026] Furthermore, the steel pipe 2 is foldable, and includes a first branch pipe 21 and a second branch pipe 22 , wherein a rotating structure is provided between the first branch pipe 21 and the second branch pipe 22 .

[0027] It can be seen from the above description that the foldable storage of the steel pipe 2 is achieved through the design of the rotating structure of the first branch pipe 21 and the second branch pipe 22 .

[0028] Furthermore, the steel pipe 2 further includes a fixed pipe 23 , and the fixed pipe 23 is movably sleeved between the first branch pipe 21 and the second branch pipe 22 .

[0029] As can be seen from the above description, by sleeve-mounting the fixing pipe 23 with the first branch pipe 21 and the second branch pipe 22, the first branch pipe 21 and the second branch pipe 22 are fixed in a state when in use, so that the two are kept parallel.

[0030] Furthermore, the support structure further comprises an oblique support rod 7 and a reinforcing rod 8. The oblique support rod 7 is obliquely arranged between the side plate and the ground. One end of the oblique support rod 7 abutting against the ground is connected to the reinforcing rod 8, and the reinforcing rod 8 is arranged parallel to the ground. The ends of the two reinforcing rods 8 corresponding to the two opposite side plates abut against each other.

[0031] From the above description, it can be seen that the design of the diagonal bracing rods 7 and the reinforcing rods 8 further improves the supporting performance between the cement boards 1; and the abutment of the ends of the two reinforcing rods 8 allows the two diagonal bracing rods 7 to form an integrated supporting structure, thereby improving the supporting effect.

[0032] Furthermore, the diagonal brace rod 7 is rotatably connected to the reinforcing rod 8 .

[0033] It can be seen from the above description that the diagonal support rod 7 and the reinforcing rod 8 can be rotated, folded and stored through the rotation design.

[0034] Furthermore, the reinforcing rod 8 is provided with a hollow portion matching the shape of the diagonal support rod 7, and the diagonal support rod 7 is rotatable toward the hollow portion.

[0035] It can be seen from the above description that, through the hollow portion design on the reinforcing rod 8, the rotated diagonal bracing rod 7 can be placed therein for storage.

[0036] Furthermore, a clamping block is provided in the hollow portion, and a clamping groove matched with the clamping block is provided on the diagonal support rod 7 .

[0037] It can be seen from the above description that the fixing of the diagonal support rod 7 after rotation and storage is ensured by the cooperation between the clamping block in the hollow portion and the clamping groove of the diagonal support rod 7 .

[0038] Furthermore, the reinforcing rod 8 is provided with anti-slip texture on the side opposite to the ground.

[0039] It can be seen from the above description that the anti-slip pattern design of the reinforcing rod 8 can improve the gripping ability and ensure the supporting effect of the diagonal bracing rod 7.

[0040] Reference Figure 1 and Figure 2 , Embodiment 1 of the present utility model:

[0041] like Figure 1 and Figure 2As shown, a basement foundation construction structure of the present embodiment includes a cement board 1 and a supporting structure, wherein the cement board 1 is spliced ​​to form a side panel perpendicular to the ground, and a plurality of side panels are enclosed to form a desired foundation shape; a supporting structure is provided between two opposite side panels; the supporting structure includes a steel pipe 2, a pressure plate 3 and a sleeve 4, and pressure plates 3 are movably provided at both ends of the steel pipe 2, and the pressure plates 3 are fitted with the side panels; the sleeve 4 is provided between the pressure plate 3 and the steel pipe 2, and the sleeve 4 is threadedly connected to the steel pipe 2, and one end of the sleeve 4 is against the pressure plate 3.

[0042] One end of the pressure plate 3 is connected to a moving rod 5 , and the moving rod 5 is movably disposed in the steel pipe 2 .

[0043] The support structure further comprises a pin 6 . The steel pipe 2 is provided with a fixing groove along its length direction. The sleeve 4 is provided with a fixing hole. The pin 6 is inserted into the fixing hole and passes through the fixing groove, and its side surface abuts against the end of the moving rod 5 .

[0044] The steel pipe 2 is foldable and includes a first branch pipe 21 and a second branch pipe 22 . A rotating structure is provided between the first branch pipe 21 and the second branch pipe 22 .

[0045] The steel pipe 2 further includes a fixed pipe 23 , which is movably sleeved between the first branch pipe 21 and the second branch pipe 22 .

[0046] The supporting structure also includes an oblique support rod 7 and a reinforcing rod 8. The oblique support rod 7 is obliquely arranged between the side panel and the ground; the end of the oblique support rod 7 that abuts against the ground is connected to the reinforcing rod 8, and the reinforcing rod 8 is arranged parallel to the ground; the ends of the two reinforcing rods 8 corresponding to the two opposite side panels abut against each other.

[0047] The diagonal brace rod 7 is rotatably connected to the reinforcing rod 8 .

[0048] The diagonal support rod 7 is provided with a hollow portion matching the shape of the reinforcing rod 8, and the reinforcing rod 8 is rotatable toward the hollow portion.

[0049] A clamping groove is provided at the edge of the hollow portion, and a clamping block matched with the clamping groove is provided on the reinforcing rod 8 .

[0050] To sum up, the basement foundation construction structure provided by the utility model, after the cement boards are spliced ​​to form side boards, the pressure plates are pressed against the opposite side boards and the sleeves are threadedly connected to the steel pipes, so that the sleeves can press against the side of the pressure plates away from the side boards to make them fit tightly against the side boards, thereby effectively supporting the cement boards and avoiding damage caused by the impact of backfill soil; in addition, the width between the adapted cement boards can also be adjusted according to the length of the sleeves after rotation to improve adaptability.

[0051] The above description is only an embodiment of the present invention, and does not limit the patent scope of the present invention. Any equivalent transformations made using the contents of the specification and drawings of the present invention, or directly or indirectly applied in the relevant technical field, are also included in the patent protection scope of the present invention.

Claims

1. A basement foundation construction structure, characterized in that: It includes cement boards and a supporting structure, the cement boards are spliced ​​to form side panels perpendicular to the ground, and multiple side panels are combined to form the required platform shape; a supporting structure is provided between two opposite side panels; the supporting structure includes a steel pipe, a pressure plate and a sleeve, and pressure plates are movably provided at both ends of the steel pipe, and the pressure plates are fitted with the side panels; the sleeve is provided between the pressure plate and the steel pipe, the sleeve is threadedly connected to the steel pipe, and one end of the sleeve is against the pressure plate.

2. The basement cap construction structure according to claim 1 is characterized in that: One end of the pressure plate is connected with a moving rod, and the moving rod is movably arranged in the steel pipe.

3. The basement cap construction structure according to claim 2 is characterized in that: The supporting structure also includes a pin. The steel pipe is provided with a fixing groove along its length direction. The sleeve is provided with a fixing hole. The pin is inserted into the fixing hole and passes through the fixing groove, and its side surface abuts against the end of the moving rod.

4. The basement cap construction structure according to claim 1 is characterized in that: The steel pipe is foldable and comprises a first branch pipe and a second branch pipe, wherein a rotating structure is arranged between the first branch pipe and the second branch pipe.

5. The basement cap construction structure according to claim 4 is characterized in that: The steel pipe also includes a fixed pipe, which is movably sleeved between the first branch pipe and the second branch pipe.

6. The basement cap construction structure according to claim 1 is characterized in that: The support structure also includes an oblique support rod and a reinforcing rod. The oblique support rod is obliquely arranged between the side plate and the ground. One end of the oblique support rod that abuts against the ground is connected to a reinforcing rod, and the reinforcing rod is arranged parallel to the ground. The ends of the two reinforcing rods corresponding to the two opposite side plates abut against each other.

7. The basement cap construction structure according to claim 6, characterized in that: The diagonal brace rod is rotatably connected to the reinforcing rod.

8. The basement cap construction structure according to claim 7, characterized in that: The reinforcing rod is provided with a hollow portion matched with the shape of the diagonal support rod, and the diagonal support rod is rotatable toward the hollow portion.

9. The basement cap construction structure according to claim 8, characterized in that: A clamping block is arranged in the hollow part, and a clamping groove matched with the clamping block is arranged on the diagonal support rod.

10. The basement cap construction structure according to claim 6, characterized in that: The side of the reinforcing rod opposite to the ground is provided with anti-skid patterns.

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