High-strength house foundation reinforcing structure

Abstract

The utility model relates to the technical field of house building, and discloses a high-strength house foundation reinforcing structure which comprises a main body mechanism and an auxiliary mechanism, the auxiliary mechanism is located above the main body mechanism, the main body mechanism comprises a reinforcing steel pipe, a reinforcing foundation and a gravel layer, the reinforcing foundation is located below the reinforcing steel pipe, and the gravel layer is located below the reinforcing steel pipe. The gravel layer is located at the lower end of the reinforced foundation, the lower ends of the reinforcing steel pipes extend into the gravel layer, and the main body mechanism comprises a house wall, second reinforcing pipes, communicating pipes and communicating sleeves. According to the high-strength house foundation reinforcing structure, by installing the main body mechanism, when the reinforcing structure is used for reinforcing the house foundation, the house foundation and the house wall can be reinforced and supported through the design of the reinforcing steel pipe and the second reinforcing pipe; and a supporting force is provided for the connection of the house foundation and the house wall body by matching with the design of the communicating pipe and the communicating sleeve, so that the house structure is more stable, and the reinforcing strength of the reinforcing structure is improved.

Description

Technical Field

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

[0002] Due to the development of people's requirements for the use of buildings and the progress of construction technology, multi-story, high-rise and super-high-rise civil and public buildings are increasing day by day, and the loads of buildings are getting larger and larger. When the natural foundation can no longer meet the requirements of supporting the upper load and controlling the deformation of the building, the foundation must be reinforced.

[0003] The existing patent document with the publication number CN214659040U provides a high-rise building foundation reinforcement device. In the utility model, a steel pipe is driven into the gravel layer by a pile driver, and cement slurry is pressed into the pores of the gravel layer through the perfusion hole by means of pressure using the steel pipe. In this way, the sediment, loose gravel, soil particles and the foundation can be combined into a high-strength combination. The cement slurry diffuses around from the bottom of the steel pipe, better combining the gravel layer with the foundation and improving the effect of foundation reinforcement.

[0004] However, when the existing building foundation reinforcement structure is in use, it can only provide a single reinforcement effect for the foundation and is not convenient for providing strong support for the connection of building walls. When the building is under a large load, it will cause certain damage to the wall structure, thereby directly affecting the service strength of the building structure. Content of the Utility Model

[0005] The purpose of the utility model is to provide a high-strength foundation reinforcement structure for houses, so as to solve the problem that the existing building foundation reinforcement structure is not convenient for providing strong support for the connection of building walls when in use, as mentioned in the above background technique.

[0006] To achieve the above purpose, the utility model provides the following technical solution: a high-strength foundation reinforcement structure for houses, including a main body mechanism and an auxiliary mechanism. The auxiliary mechanism is located above the main body mechanism. The main body mechanism includes a reinforcement steel pipe, a reinforced foundation and a gravel layer. The reinforced foundation is located below the reinforcement steel pipe, and the gravel layer is located at the lower end of the reinforced foundation. The lower end of the reinforcement steel pipe extends into the gravel layer.

[0007] The main body mechanism further includes a building wall, a second reinforcement pipe, a connecting pipe and a connecting sleeve. The building wall is fixedly installed at the upper end of the reinforced foundation. The second reinforcement pipe is fixedly installed at the front end of the building wall, and the rear end of the second reinforcement pipe extends into the building wall. The connecting pipe is fixedly installed at the front end of the second reinforcement pipe, and the connecting sleeve is fixedly installed at the upper end of the reinforcement steel pipe. The connecting pipe is located inside the connecting sleeve.

[0008] Preferably, the auxiliary mechanism includes a fixed bottom plate and a first pouring pipe. The fixed bottom plate is fixedly installed at the upper end of the reinforced foundation, the reinforced steel pipe is located at the inner end of the fixed bottom plate, and the first pouring pipe is fixedly installed at the upper end of the reinforced steel pipe.

[0009] Preferably, the auxiliary mechanism further includes a first connection cover and a first perfusion hole. The first connection cover is movably installed at the upper end of the first pouring pipe, and the first perfusion hole is fixedly arranged at the lower end of the outer side of the reinforced steel pipe.

[0010] Preferably, the auxiliary mechanism further includes a connection groove and an adjustment buckle. The connection groove is fixedly arranged at the outer side of the communication sleeve, the adjustment buckle is movably installed at the outer side of the communication pipe, and the adjustment buckle is movably connected with the connection groove.

[0011] Preferably, the auxiliary mechanism further includes a second pouring pipe and a second connection cover. The second pouring pipe is fixedly installed at the upper end of the second reinforced pipe, and the second connection cover is movably installed at the upper end of the second pouring pipe.

[0012] Preferably, the auxiliary mechanism further includes a second perfusion hole. The second perfusion hole is fixedly arranged at the outer side of the second reinforced pipe, and the second perfusion holes are evenly distributed at the outer side of the second reinforced pipe.

[0013] Preferably, the auxiliary mechanism further includes a fixed support plate. The fixed support plate is fixedly installed at the front end of the house wall, and the second reinforced pipe is located at the inner end of the fixed support plate.

[0014] Compared with the prior art, the beneficial effects of the present utility model are as follows:

[0015] 1. For this high-strength house foundation reinforcement structure, by installing the main body mechanism, when using this reinforcement structure for house foundation reinforcement operations, the design of the reinforced steel pipe and the second reinforced pipe can reinforce and support the house foundation and the house wall. The design of the communication pipe and the communication sleeve provides a supporting force for the connection between the house foundation and the house wall, making the house structure more stable and improving the reinforcement strength of this reinforcement structure.

[0016] 2. For this high-strength house foundation reinforcement structure, by installing the auxiliary mechanism, when this reinforcement structure is in use, the staff can appropriately adjust the length of the communication pipe by operating the adjustment buckle, so that while the reinforced steel pipe reinforces the foundation, the second reinforced pipe can be fully connected to the house wall, improving the practicability and applicability of this reinforcement structure. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] Figure 1 is a three-dimensional structural schematic diagram of the present utility model;

[0018] Figure 2Schematic diagram of the three-dimensional structure of the main mechanism of the present utility model;

[0019] Figure 3 Schematic diagram of the three-dimensional structure of the auxiliary mechanism of the present utility model;

[0020] Figure 4 Schematic diagram of the enlarged structure of the local details of the reinforcing steel pipe of the present utility model.

[0021] In the figure: 1. Main mechanism; 101. Reinforcing steel pipe; 102. Reinforced foundation; 103. Gravel layer; 104. House wall; 105. Second reinforcing pipe; 106. Connecting pipe; 107. Connecting sleeve; 2. Auxiliary mechanism; 201. Fixed bottom plate; 202. First pouring pipe; 203. First connecting cover; 204. First perfusion hole; 205. Connecting groove; 206. Adjusting buckle; 207. Second pouring pipe; 208. Second connecting cover; 209. Second perfusion hole; 210. Fixed support plate. Specific implementation manners

[0022] Next, the technical solutions in the embodiments of the present utility model will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all the embodiments. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present utility model without creative efforts shall fall within the protection scope of the present utility model.

[0023] Please refer to Figure 1 - Figure 4 , the present utility model provides a technical solution: a high-strength house foundation reinforcement structure, including a main mechanism 1 and an auxiliary mechanism 2. The auxiliary mechanism 2 is located above the main mechanism 1. The main mechanism 1 includes a reinforcing steel pipe 101, a reinforced foundation 102 and a gravel layer 103. The reinforced foundation 102 is located below the reinforcing steel pipe 101, and the gravel layer 103 is located at the lower end of the reinforced foundation 102. The lower end of the reinforcing steel pipe 101 extends into the interior of the gravel layer 103;

[0024] The main body mechanism 1 includes a house wall 104, a second reinforcement pipe 105, a connecting pipe 106, and a connecting sleeve 107. The house wall 104 is fixedly installed at the upper end of the reinforced foundation 102. The second reinforcement pipe 105 is fixedly installed at the front end of the house wall 104, and the rear end of the second reinforcement pipe 105 extends into the interior of the house wall 104. The connecting pipe 106 is fixedly installed at the front end of the second reinforcement pipe 105. The connecting sleeve 107 is fixedly installed at the upper end of the reinforced steel pipe 101. The connecting pipe 106 is located inside the connecting sleeve 107. As the cement mortar is continuously injected, the saturated cement mortar inside the second reinforcement pipe 105 flows into the connecting pipe 106 and the inside of the connecting sleeve 107, realizing the connection between the reinforced steel pipe 101 and the second reinforcement pipe 105, and providing strong support for the house foundation and the house wall 104.

[0025] The auxiliary mechanism 2 includes a fixed bottom plate 201 and a first pouring pipe 202. The fixed bottom plate 201 is fixedly installed at the upper end of the reinforced foundation 102. The reinforced steel pipe 101 is located at the inner end of the fixed bottom plate 201. The first pouring pipe 202 is fixedly installed at the upper end of the reinforced steel pipe 101. The auxiliary mechanism 2 further includes a first connection cover 203 and a first perfusion hole 204. The first connection cover 203 is movably installed at the upper end of the first pouring pipe 202. The first perfusion hole 204 is fixedly arranged at the lower end of the outer side of the reinforced steel pipe 101. The auxiliary mechanism 2 further includes a connection groove 205 and an adjustment buckle 206. The connection groove 205 is fixedly arranged at the outer side of the communication sleeve 107. The adjustment buckle 206 is movably installed at the outer side of the communication pipe 106. The adjustment buckle 206 is movably connected with the connection groove 205. The auxiliary mechanism 2 further includes a second pouring pipe 207 and a second connection cover 208. The second pouring pipe 207 is fixedly installed at the upper end of the second reinforced pipe 105. The second connection cover 208 is movably installed at the upper end of the second pouring pipe 207. The auxiliary mechanism 2 further includes a second perfusion hole 209. The second perfusion hole 209 is fixedly arranged at the outer side of the second reinforced pipe 105. The second perfusion holes 209 are evenly distributed at the outer side of the second reinforced pipe 105. The auxiliary mechanism 2 further includes a fixed support plate 210. The fixed support plate 210 is fixedly installed at the front end of the house wall 104. The second reinforced pipe 105 is located at the inner end of the fixed support plate 210. When using this reinforcement structure for the reinforcement operation of house construction, the staff places the fixed bottom plate 201 above the reinforced foundation 102, and then uses a pile driver to drive the reinforced steel pipe 101 through the fixed bottom plate 201 into the gravel layer 103 below the reinforced foundation 102 to fix the reinforced steel pipe 101. The staff drives the communication pipe 106 to extend by adjusting the adjustment buckle 206, and then places the fixed support plate 210 in front of the house wall 104, and uses equipment to drive the second reinforced pipe 105 through the fixed support plate 210 into the house wall 104 to fix the second reinforced pipe 105. Then the staff connects the adjustment buckle 206 with the corresponding connection groove 205 to connect the communication pipe 106 with the communication sleeve 107. The staff opens the first connection cover 203 and injects cement mortar into the reinforced steel pipe 101 through the first pouring pipe 202. The cement mortar flows into the gravel layer 103 through the first perfusion hole 204 on the reinforced steel pipe 101 to reinforce the house foundation. Then open the second connection cover 208 and inject cement mortar into the second reinforced pipe 105 through the second pouring pipe 207. The cement mortar flows into the house wall 104 through the second perfusion hole 209 on the second pouring pipe 207 to reinforce the house wall 104.

[0026] Working principle: When using this reinforcement structure for the reinforcement operation of building construction, the staff place the fixed base plate 201 above the reinforced foundation 102, and then use a pile driver to drive the reinforcement steel pipe 101 through the fixed base plate 201 into the gravel layer 103 below the reinforced foundation 102 to fix the reinforcement steel pipe 101. By adjusting the adjustment buckle 206, the staff drive the connecting pipe 106 to extend, and then place the fixed support plate 210 in front of the building wall 104. Use the equipment to drive the second reinforcement pipe 105 through the fixed support plate 210 into the building wall 104 to fix the second reinforcement pipe 105. Then the staff connect the adjustment buckle 206 with the corresponding connection groove 205 to connect the connecting pipe 106 with the connecting sleeve 107. The staff open the first connection cover 203 and inject cement mortar into the reinforcement steel pipe 101 through the first pouring pipe 202. The cement mortar flows into the gravel layer 103 through the first perfusion hole 204 on the reinforcement steel pipe 101 to reinforce the building foundation. Then open the second connection cover 208 and inject cement mortar into the second reinforcement pipe 105 through the second pouring pipe 207. The cement mortar flows into the building wall 104 through the second perfusion hole 209 on the second pouring pipe 207 to reinforce the building wall 104. With the continuous injection of cement mortar, the saturated cement mortar inside the second reinforcement pipe 105 flows into the connecting pipe 106 and the connecting sleeve 107 to connect the reinforcement steel pipe 101 with the second reinforcement pipe 105, providing strong support for the building foundation and the building wall 104.

[0027] Finally, it should be noted that the above content is only used to illustrate the technical solution of the present invention, rather than a limitation on the protection scope of the present invention. Any simple modification or equivalent replacement made by those of ordinary skill in the art to the technical solution of the present invention shall not depart from the essence and scope of the technical solution of the present invention.

Claims

1. A high-strength house foundation reinforcement structure, comprising a main structure (1) and an auxiliary structure (2), characterized in that: The auxiliary mechanism (2) is located above the main mechanism (1); the main mechanism (1) comprises a reinforced steel pipe (101), a reinforced foundation (102) and a crushed stone layer (103); the reinforced foundation (102) is located below the reinforced steel pipe (101); the crushed stone layer (103) is located at the lower end of the reinforced foundation (102); and the lower end of the reinforced steel pipe (101) extends to the interior of the crushed stone layer (103); The main body (1) comprises a house wall (104), a second reinforcement pipe (105), a connecting pipe (106) and a connecting sleeve (107); the house wall (104) is fixedly mounted on the upper end of the reinforced foundation (102); the second reinforcement pipe (105) is fixedly mounted on the front end of the house wall (104); the rear end of the second reinforcement pipe (105) extends to the interior of the house wall (104); the connecting pipe (106) is fixedly mounted on the front end of the second reinforcement pipe (105); the connecting sleeve (107) is fixedly mounted on the upper end of the reinforced steel pipe (101); and the connecting pipe (106) is located inside the connecting sleeve (107).

2. The high-strength house foundation reinforcement structure according to claim 1 is characterized in that: The auxiliary mechanism (2) comprises a fixed base plate (201) and a first pouring pipe (202), wherein the fixed base plate (201) is fixedly mounted on the upper end of the reinforced foundation (102), the reinforced steel pipe (101) is located at the inner end of the fixed base plate (201), and the first pouring pipe (202) is fixedly mounted on the upper end of the reinforced steel pipe (101).

3. The high-strength house foundation reinforcement structure according to claim 2 is characterized in that: The auxiliary mechanism (2) further comprises a first connection cover (203) and a first pouring hole (204), wherein the first connection cover (203) is movably mounted on the upper end of the first pouring pipe (202), and the first pouring hole (204) is fixedly arranged at the lower end of the outer end of the reinforced steel pipe (101).

4. The high-strength house foundation reinforcement structure according to claim 3 is characterized in that: The auxiliary mechanism (2) further comprises a connecting groove (205) and an adjusting buckle (206); the connecting groove (205) is fixedly arranged at the outer end of the connecting sleeve (107); the adjusting buckle (206) is movably mounted at the outer end of the connecting tube (106); and the adjusting buckle (206) is movably connected to the connecting groove (205).

5. The high-strength house foundation reinforcement structure according to claim 4 is characterized in that: The auxiliary mechanism (2) further comprises a second pouring pipe (207) and a second connecting cover (208), wherein the second pouring pipe (207) is fixedly mounted on the upper end of the second reinforcement pipe (105), and the second connecting cover (208) is movably mounted on the upper end of the second pouring pipe (207).

6. The high-strength house foundation reinforcement structure according to claim 5, characterized in that: The auxiliary mechanism (2) further comprises a second perfusion hole (209), wherein the second perfusion hole (209) is fixedly arranged at the outer end of the second reinforcement tube (105), and the second perfusion holes (209) are evenly distributed at the outer end of the second reinforcement tube (105).

7. The high-strength house foundation reinforcement structure according to claim 6, characterized in that: The auxiliary mechanism (2) further comprises a fixed support plate (210), wherein the fixed support plate (210) is fixedly mounted on the front end of the house wall (104), and the second reinforcement pipe (105) is located at the inner end of the fixed support plate (210).

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