CN214994038U - Retaining wall structure for sloping field building - Google Patents
Retaining wall structure for sloping field building Download PDFInfo
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- CN214994038U CN214994038U CN202023182422.5U CN202023182422U CN214994038U CN 214994038 U CN214994038 U CN 214994038U CN 202023182422 U CN202023182422 U CN 202023182422U CN 214994038 U CN214994038 U CN 214994038U
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Abstract
The utility model relates to a retaining wall structure for hillside fields building connects the major structure of hillside fields building, a serial communication port, retaining wall structure includes foundation basis, retaining wall body, prefabricated apron and roof beam side bracket, and retaining wall body's lower extreme and foundation basis rigid coupling, major structure set up on foundation basis, and major structure's boundary beam is equipped with roof beam side bracket, and prefabricated apron setting is supported by roof beam side bracket and retaining wall body on roof beam side bracket and retaining wall body respectively. Compared with the prior art, the utility model discloses can avoid the inhomogeneous restraint and the pressure of the soil body to cause the major structure to twist reverse the effect under the earthquake effect, avoid seepage and drainage trouble to influence the daily use of building, have simple structure, design and construction convenience, practice thrift advantages such as construction cost.
Description
Technical Field
The utility model belongs to the technical field of hillside fields building and specifically relates to a retaining wall structure for hillside fields building is related to.
Background
In mountainous and hilly areas, a large number of buildings are built on sloping fields. The height difference of the terrace around the slope building is large, the difference of the constraint rigidity and the lateral pressure of the surrounding soil body to the main structure is large, so that the torsion effect of the structure under the action of an earthquake is obvious, and the construction cost of the building is increased. In order to avoid the adverse effect, a permanent retaining wall separated from the main structure needs to be arranged to build a local flat ground environment, and the retaining wall completely bears the pressure of the soil body, so that the embedding rigidity of the main structure is uniform and symmetrical.
The utility model discloses a utility model is CN 111254972A's utility model discloses a retaining wall of unilateral retaining wall and construction method for hillside fields building, it is through when the basis of construction major structure, the barricade basis of this retaining wall is under construction simultaneously, then construct major structure again to hanging a layer roofing/basement roof, then after this hangs the frame post of layer/basement and the face soil side (be close to one side of retaining wall promptly) of frame roof beam sets up the isolation layer, construct the retaining wall at last, separate this lateral wall and the frame post and the frame roof beam of building major structure hanging a layer/basement promptly through this isolation layer.
But this scheme sets up the permanent retaining wall with major structure separation, and waterproof structure is difficult to be handled, simultaneously because retaining wall top can produce the deformation, leads to waterproof structure to produce easily and destroys, and the seepage problem that brings from this seriously influences the daily use of building.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a retaining wall structure for sloping field building in order to overcome above-mentioned prior art and have the defect that the retaining wall top can produce the deformation.
The purpose of the utility model can be realized through the following technical scheme:
a retaining wall structure for a sloping field building is connected with a main body structure of the sloping field building, and comprises a foundation, a retaining wall body, a prefabricated cover plate and a beam side bracket,
the lower extreme of retaining wall body with foundation basis rigid coupling, the major structure sets up on the foundation basis, the boundary beam of major structure is equipped with roof beam side bracket, prefabricated apron sets up on roof beam side bracket and the retaining wall body, receive roof beam side bracket and retaining wall body support respectively.
Further, retaining wall structure still includes the manger plate bank, and this manger plate bank setting is in the major structure lower extreme is close to retaining wall body's one side.
Further, the height that manger plate bank is higher than indoor terrace of major structure is no less than 0.5 meter.
Further, the water retaining ridge and the main body structure are of an integrally formed structure.
Further, retaining wall structure still includes the escape canal, and this escape canal setting is in between major structure and the retaining wall body.
Furthermore, the soil retaining wall body is of a reinforced concrete structure.
Furthermore, retaining wall body with foundation basis is integrated into one piece structure.
Further, the top surface of the beam side bracket is flush with the top surface of the retaining wall body.
Further, the net spacing between the retaining wall body and the main structure is not less than 1 meter.
Furthermore, waterproof materials are plugged between the prefabricated cover plate and the bracket on the beam side, and waterproof materials are plugged between the prefabricated cover plate and the retaining wall body.
Compared with the prior art, the utility model has the advantages of it is following:
(1) the utility model is provided with the beam side bracket on the main structure, the upper end of the retaining wall body and the beam side bracket jointly support the prefabricated cover plate, the prefabricated cover plate is used for supporting the soil pressure, and the relative displacement can be generated between the top end of the retaining wall body and the prefabricated cover plate, and the soil pressure can not be transmitted to the main structure through the retaining wall body; the scheme completely separates the retaining wall body from the main structure, avoids the torsion effect of the main structure under the action of earthquake caused by uneven constraint and pressure of the soil body, can conveniently set and protect the waterproof structure, and has the advantages of simple structure, convenient design and construction, construction cost saving and the like.
(2) Retaining wall body and major structure can further set up escape canal and manger plate bank, avoid seepage and drainage trouble to influence the daily use of building.
(3) Enough space is reserved between the retaining wall and the main structure, and the maintenance is convenient when a drainage fault occurs.
Drawings
FIG. 1 is a schematic view of the installation state of the retaining wall structure for sloping field buildings according to the present invention;
FIG. 2 is an enlarged, fragmentary view of the circled area of the rectangle in FIG. 1;
in the figure, 1, a retaining wall body, 2, a foundation base, 3, a prefabricated cover plate, 4, a beam side bracket, 5, a drainage ditch, 6, a water retaining bank, 7 and a main structure.
Detailed Description
The present invention will be described in detail below with reference to the accompanying drawings and specific embodiments. The embodiment is implemented on the premise of the technical solution of the present invention, and a detailed implementation manner and a specific operation process are given, but the scope of the present invention is not limited to the following embodiments.
Example 1
The embodiment provides a retaining wall structure for a sloping field building, which is connected with a main body structure 7 of the sloping field building, the retaining wall structure comprises a foundation 2, a retaining wall body 1, a prefabricated cover plate 3 and beam side brackets 4,
retaining wall body 1's lower extreme and foundation 2 rigid coupling, major structure 7 sets up on foundation 2, major structure 7's boundary beam is equipped with roof beam side bracket 4, and prefabricated apron 3 sets up on roof beam side bracket 4 and retaining wall body 1, receives roof beam side bracket 4 and retaining wall body 1 support respectively, can produce relative displacement between 1 top of retaining wall body and the prefabricated apron 3, and soil pressure can not pass through retaining wall body 1 and give major structure 7.
The main structure is as follows: the system is built on a foundation, bears and transmits all upper loads of the building, and maintains the integrity, stability and safety of the building.
As a preferred embodiment, the retaining wall structure further includes a water retaining bank 6, and the water retaining bank 6 is disposed at a side of the lower end of the main body structure 7 close to the retaining wall 1.
As a preferred embodiment, the height of the water retaining ridge 6 above the indoor terrace of the main structure 7 is not less than 0.5 m.
In a preferred embodiment, the water blocking ridge 6 and the main body structure 7 are integrally formed.
As a preferred embodiment, the retaining wall structure further comprises a drainage ditch 5, and the drainage ditch 5 is arranged between the main body structure 7 and the retaining wall body 1 to drain the leakage water and avoid influencing the daily use of the building.
In a preferred embodiment, the retaining wall 1 is a reinforced concrete structure.
In a preferred embodiment, the retaining wall 1 and the foundation 2 are integrally formed. In this embodiment, the retaining wall 1 is made of reinforced concrete and integrally cast with the foundation 2. When the basement is built, the foundation 2 is integrally cast with the basement structure.
In a preferred embodiment, the top surface of the beam-side corbel 4 is flush with the top surface of the retaining wall 1.
As a preferred embodiment, the clear distance between the retaining wall 1 and the main structure 7 is not less than 1 meter, so as to ensure that the maintenance is convenient when the drainage fails.
In a preferred embodiment, a waterproof material is sealed between the prefabricated cover plate 3 and the beam-side corbel 4, and a waterproof material is sealed between the prefabricated cover plate 3 and the retaining wall 1.
A combination of the above preferred embodiments can yield a preferred embodiment, which is described below.
As shown in fig. 1 and 2, a retaining wall structure for a sloping field building includes a retaining wall body 1, a foundation base 2, a prefabricated cover plate 3, a beam-side corbel 4, a drainage ditch 5, and a water retaining sill 6.
When the retaining wall is used, the retaining wall body 1 is of a reinforced concrete structure and is integrally cast with the foundation 2. The cantilever at the upper end of the retaining wall body 1 is completely separated from the main structure 7.
7 boundary beams of major structure set up roof beam side bracket 4, and 4 top surfaces of roof beam side bracket and 1 top surface parallel and level of retaining wall body.
The prefabricated cover plate 3 is placed on the retaining wall body 1 and the beam side bracket 4, relative displacement can be generated between the top end of the retaining wall body 1 and the prefabricated cover plate 3, and soil pressure is prevented from being transmitted to the main structure 7.
And waterproof materials are respectively used for sealing between the prefabricated cover plate 3 and the retaining wall body 1 and between the prefabricated cover plate 3 and the beam measuring bracket 4.
A drainage ditch 5 is arranged between the retaining wall body 1 and the main structure 7, and the drainage gradient is not less than 1 percent so as to ensure that leakage water is drained; the clear distance between the retaining wall body 1 and the main structure is not less than 1m, so that the leakage water can be timely discharged.
The water retaining bank 6 is integrally cast with the main body structure 7, and the height of the water retaining bank is not less than 0.5m higher than that of an indoor terrace, so that water in a drainage ditch is prevented from overflowing due to drainage faults, and daily use of a building is prevented from being influenced.
The foregoing has described in detail preferred embodiments of the present invention. It should be understood that numerous modifications and variations can be devised by those skilled in the art in light of the present teachings without departing from the inventive concepts. Therefore, the technical solutions that can be obtained by a person skilled in the art through logic analysis, reasoning or limited experiments based on the prior art according to the concepts of the present invention should be within the scope of protection defined by the claims.
Claims (10)
1. A retaining wall structure for a sloping field building is connected with a main body structure (7) of the sloping field building, and is characterized in that the retaining wall structure comprises a foundation (2), a retaining wall body (1), a prefabricated cover plate (3) and a beam side bracket (4),
the lower extreme of retaining wall body (1) with foundation basis (2) rigid coupling, major structure (7) set up on foundation basis (2), the boundary beam of major structure (7) is equipped with roof beam side bracket (4), prefabricated apron (3) set up on roof beam side bracket (4) and retaining wall body (1), receive roof beam side bracket (4) and retaining wall body (1) support respectively.
2. A retaining wall structure for sloping field buildings according to claim 1, characterized in that the retaining wall structure further comprises a water retaining bank (6), the water retaining bank (6) is arranged at one side of the lower end of the main body structure (7) close to the retaining wall body (1).
3. A retaining wall structure for sloping field buildings according to claim 2, characterized in that the height of the water retaining bank (6) above the indoor floor of the main body structure (7) is not less than 0.5 m.
4. A retaining wall structure for sloping field buildings according to claim 2, characterized in that the water retaining bank (6) is an integrally formed structure with the main structure (7).
5. A retaining wall structure for sloping field buildings according to claim 1, characterized in that the retaining wall structure further comprises a gutter (5), which gutter (5) is arranged between the body structure (7) and the retaining wall (1).
6. A retaining wall structure for sloping field buildings according to claim 1 characterized in that the retaining wall (1) is a reinforced concrete structure.
7. A retaining wall structure for sloping field buildings according to claim 1 characterized in that the retaining wall (1) is an integrally formed structure with the foundation (2).
8. A retaining wall structure for sloping field buildings according to claim 1 characterized in that the top surface of the beam side corbel (4) is flush with the top surface of the retaining wall body (1).
9. A retaining wall structure for sloping field buildings according to claim 1 characterized in that the clear distance between the retaining wall (1) and the main structure (7) is not less than 1 meter.
10. A retaining wall structure for sloping field buildings according to claim 1, characterized in that waterproof material is sealed between the precast cover plate (3) and the beam side corbel (4), and waterproof material is sealed between the precast cover plate (3) and the retaining wall body (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023182422.5U CN214994038U (en) | 2020-12-25 | 2020-12-25 | Retaining wall structure for sloping field building |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023182422.5U CN214994038U (en) | 2020-12-25 | 2020-12-25 | Retaining wall structure for sloping field building |
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| CN214994038U true CN214994038U (en) | 2021-12-03 |
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| CN202023182422.5U Active CN214994038U (en) | 2020-12-25 | 2020-12-25 | Retaining wall structure for sloping field building |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115419107A (en) * | 2022-09-17 | 2022-12-02 | 上海建工一建集团有限公司 | Soil piling structure for artificial mountain-shaped building in deformation sensitive area and construction method thereof |
-
2020
- 2020-12-25 CN CN202023182422.5U patent/CN214994038U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115419107A (en) * | 2022-09-17 | 2022-12-02 | 上海建工一建集团有限公司 | Soil piling structure for artificial mountain-shaped building in deformation sensitive area and construction method thereof |
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