Foundation reinforcing structure for building construction

Abstract

According to the technical scheme, the building construction foundation reinforcing structure is characterized in that the building construction foundation reinforcing structure comprises a plurality of bearing plates, two limiting holes are formed in the top face of each bearing plate, and a plurality of baffles are arranged on the top faces of the bearing plates; the blocking assembly is arranged on the top face of the baffle and used for preventing sandy soil from falling into the foundation pit, the blocking assembly comprises two connecting blocks, the two connecting blocks are both fixedly installed on the bottom face of the baffle, two connecting grooves are formed in the top face of the baffle, a positioning groove is formed in one side of each connecting block, and the two connecting grooves are fixedly installed on the bottom face of the baffle. Through mutual cooperative use of a bearing plate, a baffle, a connecting block, a limiting hole, a positioning column, a positioning hole, a supporting hole, a second clamping block, a first clamping block and a threaded column, the effect of blocking soil is achieved, and it is prevented that the soil on the periphery of a foundation pit is mixed with concrete to affect subsequent use when the concrete is transferred.

Description

Technical Field

[0001] The utility model relates to the technical field of foundation, in particular to a foundation reinforcement structure for building construction. Background Art

[0002] The soil and rock that support the building load are called foundations. Foundations can be divided into natural foundations and artificial foundations. Artificial foundations need to be reinforced by backfilling and compacting mixed lime soil. The foundation is different from the foundation. The foundation is an important part of the building, while the foundation is not a part of the building. The foundation is also very important for the building. The quality of the foundation will affect the durability of the building.

[0003] For example, the Chinese patent with publication number CN219825182U proposes a foundation reinforcement structure for construction. The patent installs a bidirectional screw in a steel seat, and the worm gear is driven to rotate by rotating the worm. The rotation of the bidirectional screw drives two clamping blocks to move toward each other, so that the clamping plate clamps the steel pipe piles. It is suitable for clamping steel pipe piles of different diameters, which enhances practicality. The cooperation between the slide bar and the slide groove plays a guiding and supporting role for the clamping block. The hand wheel is provided to facilitate the rotation of the worm. The cooperation between the mounting block and the mounting groove makes the hand wheel easy to install and disassemble. The steel pad is provided to enhance the connection strength. However, in this scheme, when the workers are reinforcing the foundation, they usually dig a foundation pit at a designated location, and then use a large amount of concrete or gravel in the foundation pit to improve the stability of the foundation, and then build on the reinforced foundation. When reinforcing the foundation, the above-mentioned device will be placed in a specific location for reinforcement. The workers usually use a wheelbarrow to add concrete or gravel to the inside of the foundation pit. Since the edge of the foundation pit may be relatively soft soil, the worker collapses when pushing the wheelbarrow to pour in the concrete, which may cause a large amount of soil to be mixed in the inside of the foundation pit, affecting the subsequent reinforcement of the foundation. Utility Model Content

[0004] In view of the deficiencies in the prior art, the utility model provides a foundation reinforcement structure for construction, which solves the problem that when workers reinforce the foundation, they usually dig a foundation pit at a designated location, and then use a large amount of concrete or crushed stone in the foundation pit to improve the stability of the foundation, and then build on the reinforced foundation. When reinforcing the foundation, the above-mentioned device will be placed in a specific location for reinforcement, and the workers usually use a cart to add concrete or crushed stone to the inside of the foundation pit. Since the edge of the foundation pit may be soft soil, the cart collapses when the workers push it to pour concrete, which may cause a large amount of soil to be mixed in the inside of the foundation pit, affecting the subsequent reinforcement of the foundation.

[0005] The above technical objectives of the utility model are achieved through the following technical solutions:

[0006] A construction foundation reinforcement structure, comprising a plurality of load-bearing plates, the top surface of the load-bearing plates being provided with two limiting holes, the top surface of the load-bearing plates being provided with a plurality of baffles; a blocking component, the blocking component being provided on the top surface of the baffles and being used to block sand and soil from falling into the interior of a foundation pit, the blocking component comprising: two connecting blocks, both of the connecting blocks being fixedly mounted on the bottom surface of the baffles, the top surface of the baffles being provided with two connecting grooves, one side of the connecting block being provided with a positioning groove, one end of the interior of the positioning groove being fixedly mounted with a spring, the inner circular wall surface of the positioning groove being movably sleeved with a positioning column, one end of the positioning column being fixedly mounted with the spring Fixed installation, the top surface of the load-bearing plate is provided with two limiting holes, the inner side of the limiting hole is provided with a positioning hole, the inner side of the connecting groove is provided with a supporting hole, one side of the baffle is fixedly installed with a first clamping block, the top surface of the first clamping block is provided with two threaded holes, the top surface of the first clamping block is provided with a second clamping block, the top surface of the second clamping block is provided with two fixing holes, the inner circular wall surface of the fixing hole is movably sleeved with a threaded column, the outer circular wall surface of the threaded column is threadedly connected with the inner circular wall surface of the threaded hole, every two baffles form a group, and steel bars are provided between each group of baffles, and the steel bars are provided inside the first clamping block.

[0007] In order to splice multiple load-bearing plates, as a construction foundation reinforcement structure of the utility model, it is preferred that the top surface of the load-bearing plate is provided with two thread grooves, the inner circular wall surface of the thread groove is threadedly connected with bolts, the top surface of the load-bearing plate is provided with a fixing plate, the top surface of the fixing plate is provided with two limiting holes, and the inner circular wall surface of the limiting hole is movably connected with the outer circular wall surface of the bolt.

[0008] In order to increase the stability of the load-bearing plate, as a construction foundation reinforcement structure of the utility model, preferably, the top surface of the load-bearing plate is provided with two load-bearing holes, and the inner circular wall surface of the load-bearing hole is movably sleeved with a load-bearing column.

[0009] In order to further limit the position of the baffle, as a construction foundation reinforcement structure of the utility model, preferably, two stabilizing holes are opened on one side of the baffle, and the inner circular wall surface of the stabilizing hole is movably sleeved with a support column.

[0010] In order to prevent the foundation pit soil from sliding into the inside of the foundation pit, as a construction foundation reinforcement structure of the utility model, preferably, the top surface of the load-bearing plate is provided with a connecting plate, and the bottom surface of the connecting plate is fixedly installed with two limit blocks.

[0011] In order to increase the anti-slip property of the connecting plate, as a construction foundation reinforcement structure of the utility model, preferably, a plurality of anti-slip grooves are provided on the top surface of the connecting plate.

[0012] In summary, the utility model mainly has the following beneficial effects:

[0013] By using the load-bearing plate, baffle, connecting block, limit hole, positioning column, positioning hole, support hole, second clamp block, first clamp block and threaded column in coordination with each other, the effect of blocking the soil is achieved, preventing the soil around the foundation pit from mixing with the concrete when pouring the concrete, affecting the subsequent use. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] Figure 1 It is a three-dimensional structural schematic diagram of the utility model;

[0015] Figure 2 It is a schematic diagram of the baffle structure of the utility model;

[0016] Figure 3 It is a schematic diagram of the fixed plate structure of the utility model;

[0017] Figure 4 yes Figure 2 Schematic diagram of the local structure of A;

[0018] Figure 5 yes Figure 2 Schematic diagram of the local structure of B.

[0019] Figure numerals: 1. load-bearing plate; 2. limiting hole; 3. positioning hole; 4. baffle; 5. connecting block; 6. positioning groove; 7. spring; 8. positioning column; 9. connecting groove; 10. limiting block; 11. supporting hole; 12. threaded groove; 13. fixing plate; 14. limiting hole; 15. bolt; 16. first clamping block; 17. threaded hole; 18. second clamping block; 19. threaded column; 20. fixing hole; 21. steel bar; 22. stabilizing hole; 23. supporting column; 24. load-bearing hole; 25. load-bearing column; 26. connecting plate; 27. anti-slip groove. DETAILED DESCRIPTION

[0020] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0021] Embodiment 1

[0022] refer to Figure 1 , Figure 2 , Figure 3 , Figure 4 and Figure 5A construction foundation reinforcement structure comprises a plurality of load-bearing plates 1, the top surface of the load-bearing plates 1 is provided with two limiting holes 2, the top surface of the load-bearing plates 1 is provided with a plurality of baffles 4, the top surface of the baffles 4 is provided with a blocking assembly for preventing sand from falling into the interior of the foundation pit, the blocking assembly comprises two connecting blocks 5, the two connecting blocks 5 are fixedly mounted on the bottom surface of the baffles 4, the top surface of the baffles 4 is provided with two connecting grooves 9, one side of the connecting block 5 is provided with a positioning groove 6, one end of the inner side of the positioning groove 6 is fixedly mounted with a spring 7, the inner circular wall surface of the positioning groove 6 is movably sleeved with a positioning column 8, one end of the positioning column 8 is fixedly mounted with the spring 7, the top surface of the load-bearing plate 1 is provided with two limiting holes 2, one side of the inner side of the limiting holes 2 is provided with a positioning Hole 3, a supporting hole 11 is provided on one side of the inner side of the connecting groove 9, a first clamping block 16 is fixedly installed on one side of the baffle 4, two threaded holes 17 are provided on the top surface of the first clamping block 16, a second clamping block 18 is provided on the top surface of the first clamping block 16, two fixing holes 20 are provided on the top surface of the second clamping block 18, a threaded column 19 is movably sleeved on the inner circumferential wall surface of the fixing hole 20, and the outer circumferential wall surface of the threaded column 19 is threadedly connected with the inner circumferential wall surface of the threaded hole 17, every two baffles 4 form a group, and steel bars 21 are provided between each group of baffles 4, and the steel bars 21 are provided inside the first clamping block 16, through the provided load-bearing plate 1, the staff digs the foundation pit at the designated position, the staff will pick up the first baffle 4, and insert the connecting block 5 into the load-bearing plate 1, and then when the positioning column 8 enters the positioning hole 3, the staff will place the load-bearing plate 1 on the ground inside the foundation pit, and put one side of the baffle 4 close to one side of the inside of the foundation pit. The staff will pick up another baffle 4, insert the connecting block 5 on the bottom of the other baffle 4 into the support hole 11 on the top surface of the first baffle 4, and let the positioning column 8 enter the support hole 11 by pressing. The staff will push the height of the baffle 4 inward according to the height of the foundation pit, and then assemble the corresponding baffle 4 on the other side of the foundation pit. When the staff has assembled it well, the staff will measure the distance between the two corresponding baffles 4, and then select the steel bar 21 of the appropriate length, and put the steel bar 21 Put it into the interior of the two corresponding first blocks 16, put the second block 18 into the interior of the corresponding first block 16 and restrict the steel bar 21 by tightening the threaded column 19. At the same time, the steel bar 21 supports the two baffles 4. At this time, when the staff has installed the corresponding steel bars 21, the staff will push the trolley to pour a large amount of cement into the interior of the foundation pit. When the staff is at the edge of the foundation pit, the soil is squeezed and blocked by the baffle 4, thereby preventing the soil from entering the interior of the foundation pit. At the same time, as the concrete hardens, the steel bar 21 plays a role in increasing stability inside, thereby achieving the effect of blocking the soil, preventing the soil around the foundation pit from mixing with the concrete when pouring concrete, affecting subsequent use.

[0023] Embodiment 2

[0024] Based on the above embodiment 1, reference Figure 1 , Figure 2 and Figure 3 , the top surface of the bearing plate 1 is provided with two threaded grooves 12, and the inner circular wall surface of the threaded groove 12 is threadedly connected with a bolt 15, and the top surface of the bearing plate 1 is provided with a fixing plate 13, and the top surface of the fixing plate 13 is provided with two limiting holes 14, and the inner circular wall surface of the limiting hole 14 is movably sleeved with the outer circular wall surface of the bolt 15. Through the setting of the fixing plate 13, the staff confirms that the width of the foundation pit is good, and some foundation pits need to splice the width of two bearing plates 1. After that, the staff places the fixing plate 13 on the top surfaces of the two bearing plates 1, and then inserts the bolt 15 into the corresponding limiting holes 14 and the inner surface of the threaded groove 12, and restricts the two bearing plates 1 by tightening the bolt 15, so as to splice multiple bearing plates 1. The top surface of the bearing plate 1 is provided with two bearing holes 24, and the inner circular wall surface of the bearing hole 24 is movably sleeved with a bearing column 25. Through the setting of the bearing column 25, after the staff places the bearing plate 1 on the ground, The load-bearing column 25 is inserted into the soil to increase the stability of the load-bearing plate 1. Two stabilizing holes 22 are provided on one side of the baffle plate 4. The inner circular wall surface of the stabilizing hole 22 is movably connected with a supporting column 23. Through the provided supporting column 23, after the staff installs the baffle plate 4, the supporting column 23 is inserted into the soil through the inside of the stabilizing hole 22, so as to facilitate further limiting the position of the baffle plate 4. A connecting plate 26 is provided on the top surface of the load-bearing plate 1. Two limit blocks 10 are fixedly installed on the bottom surface of the connecting plate 26. Through the provided connecting plate 26, after the staff installs the baffle plate 4, the staff picks up the connecting plate 26 and places the limit blocks 10 inside the support hole 11 on the top surface of the baffle plate 4. Then, when the staff pours cement on the inside of the foundation pit, the staff stands on the top surface of the connecting plate 26 to add cement to prevent the foundation pit soil from sliding into the inside of the foundation pit. A number of anti-slip grooves 27 are provided on the top surface of the connecting plate 26.

[0025] Working principle: Please refer to Figure 1-Figure 5As shown, through the setting of the load-bearing plate 1, the staff will dig the foundation pit at the designated position, and the staff will pick up the first baffle plate 4, insert the connecting block 5 into the inside of the limiting hole 2 on the top surface of the load-bearing plate 1 and press it. Then, when the positioning column 8 enters the inside of the positioning hole 3, the staff will place the load-bearing plate 1 on the ground inside the foundation pit, and press one side of the baffle plate 4 against one side inside the foundation pit. The staff will pick up another baffle plate 4 at this time, insert the connecting block 5 on the bottom surface of the other baffle plate 4 into the inside of the supporting hole 11 on the top surface of the first baffle plate 4, and let the positioning column 8 enter the inside of the supporting hole 11 by pressing. The staff will push inward to splice the height of the baffle plate 4 according to the height of the foundation pit, and then assemble the corresponding baffle plate 4 on the other side of the foundation pit. When the staff has assembled it well, the staff will measure the two corresponding The distance between the baffles 4 is determined, and then a steel bar 21 of appropriate length is selected, and the steel bar 21 is placed inside the two corresponding first clamping blocks 16, and the second clamping block 18 is placed inside the corresponding first clamping block 16 and the steel bar 21 is restricted by tightening the threaded column 19. At the same time, the steel bar 21 supports the two baffles 4. At this time, after the staff has installed the corresponding steel bars 21, the staff will push the trolley to pour a large amount of cement into the interior of the foundation pit. When the staff is at the edge of the foundation pit, the soil is squeezed and blocked by the baffle 4, thereby preventing the soil from entering the interior of the foundation pit. At the same time, as the concrete hardens, the steel bar 21 plays a role in increasing stability inside, thereby achieving the effect of blocking the soil, preventing the soil around the foundation pit from mixing with the concrete when pouring the concrete, affecting subsequent use.

[0026] Through the setting of the fixing plate 13, the staff confirms that the width of the foundation pit is good. After part of the foundation pit needs to splice the width of two load-bearing plates 1, the staff places the fixing plate 13 on the top surface of the two load-bearing plates 1, and then inserts the bolts 15 into the corresponding limiting holes 14 and the inside of the threaded groove 12. The two load-bearing plates 1 are restricted by tightening the bolts 15, so that multiple load-bearing plates 1 are spliced. Through the setting of the connecting plate 26, after the staff installs the baffle 4, the staff picks up the connecting plate 26 and places the limit block 10 inside the support hole 11 on the top surface of the baffle 4. Then, when the staff pours cement on the inside of the foundation pit, the staff stands on the top surface of the connecting plate 26 to add cement to prevent the foundation pit soil from sliding into the inside of the foundation pit.

[0027] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A construction foundation reinforcement structure, characterized in that: include: A plurality of load-bearing plates (1), wherein the top surface of the load-bearing plates (1) is provided with two limiting holes (2), and the top surface of the load-bearing plates (1) is provided with a plurality of baffles (4); A blocking component, wherein the blocking component is arranged on the top surface of the baffle (4) and is used to block sand from falling into the interior of the foundation pit. The blocking component comprises: two connecting blocks (5), wherein the two connecting blocks (5) are fixedly mounted on the bottom surface of the baffle (4), wherein the top surface of the baffle (4) is provided with two connecting grooves (9), wherein one side of the connecting block (5) is provided with a positioning groove (6), wherein a spring (7) is fixedly mounted at one end of the interior of the positioning groove (6), wherein a positioning column (8) is movably sleeved on the inner circular wall surface of the positioning groove (6), wherein one end of the positioning column (8) is fixedly mounted on the spring (7), wherein the top surface of the load-bearing plate (1) is provided with two limiting holes (2), wherein one side of the interior of the limiting hole (2) is provided with a positioning hole (3) A support hole (11) is provided on one side of the interior of the connection groove (9); a first clamping block (16) is fixedly installed on one side of the baffle plate (4); two threaded holes (17) are provided on the top surface of the first clamping block (16); a second clamping block (18) is provided on the top surface of the first clamping block (16); two fixing holes (20) are provided on the top surface of the second clamping block (18); a threaded column (19) is movably sleeved on the inner circular wall surface of the fixing hole (20); the outer circular wall surface of the threaded column (19) is threadedly connected to the inner circular wall surface of the threaded hole (17); every two baffle plates (4) form a group; a steel bar (21) is provided between each group of baffle plates (4); and the steel bar (21) is provided inside the first clamping block (16).

2. A construction foundation reinforcement structure according to claim 1, characterized in that: The top surface of the load-bearing plate (1) is provided with two thread grooves (12), the inner circular wall surface of the thread groove (12) is threadedly connected with a bolt (15), the top surface of the load-bearing plate (1) is provided with a fixing plate (13), the top surface of the fixing plate (13) is provided with two limiting holes (14), the inner circular wall surface of the limiting hole (14) is movably connected with the outer circular wall surface of the bolt (15).

3. The construction foundation reinforcement structure according to claim 1, characterized in that: The top surface of the load-bearing plate (1) is provided with two load-bearing holes (24), and the inner circular wall surfaces of the load-bearing holes (24) are movably sleeved with load-bearing columns (25).

4. The construction foundation reinforcement structure according to claim 1, characterized in that: Two stabilizing holes (22) are provided on one side of the baffle plate (4), and a support column (23) is movably sleeved on the inner circular wall surface of the stabilizing hole (22).

5. The construction foundation reinforcement structure according to claim 1, characterized in that: A connecting plate (26) is provided on the top surface of the load-bearing plate (1), and two limit blocks (10) are fixedly mounted on the bottom surface of the connecting plate (26).

6. A construction foundation reinforcement structure according to claim 5, characterized in that: The top surface of the connecting plate (26) is provided with a plurality of anti-slip grooves (27).

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