CN214738333U - Permanent-faced combined box culvert foundation reinforcing structure - Google Patents
Permanent-faced combined box culvert foundation reinforcing structure Download PDFInfo
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- CN214738333U CN214738333U CN202120206552.3U CN202120206552U CN214738333U CN 214738333 U CN214738333 U CN 214738333U CN 202120206552 U CN202120206552 U CN 202120206552U CN 214738333 U CN214738333 U CN 214738333U
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Abstract
The utility model discloses face porous box culvert basis reinforced structure that combines forever, including box culvert structure, stake formula supporting construction, the ox leg formula structure of choosing outward and parting structure. The box culvert structure is an underground or semi-underground structure, and the foundation of the box culvert structure needs to be reinforced; the pile type supporting structure is a component of foundation pit supporting and is used for secondary utilization as a part of a permanent structure in foundation reinforcement of a box culvert structure, and the construction is firstly carried out in the construction process; the cantilever bracket type structure is a key structure which is combined forever, and the pile type supporting structure is converted into a permanent component for comprehensive utilization, so that the cantilever bracket type structure and the box culvert are constructed together in the construction process; the parting structure is a parting processing component of a connecting interface; the utility model discloses a face the basis reinforcement mode that combines forever, both saved basis reinforced engineering investment, saved the construction period of engineering again.
Description
Technical Field
The utility model relates to a box culvert foundation strengthening structure among the hydraulic and hydroelectric engineering especially relates to the reinforced binding structure that faces forever of river course box culvert foundation, specifically is that interim stake formula supporting construction combines together with box culvert foundation strengthening structure mode, is favorable to the box culvert construction, saves box culvert foundation reinforcement cost and construction period's the binding structure that faces forever.
Background
The wide and deep water conveying and draining box culvert is a primary deep foundation pit due to the large structural size and the large corresponding excavation depth; in view of the fact that the basic geological soil layer conditions of the box culvert are poor, the multi-stage slope excavation conditions under the general condition are poor, large-area deep sliding is easy to bring, or the site excavation site is limited, deep foundation pit excavation is carried out by adopting a supporting structure mostly, and the construction requirements of the box culvert are met.
The deep foundation pit supporting structure of the box culvert is a temporary supporting structure in the box culvert construction process, and the deep foundation pit supporting structure can be detached without exerting the function of a supporting and retaining structure after the main structure is finished under the conventional condition; the supporting structure is structurally analyzed, can bear certain vertical bearing effect, and is not utilized under general conditions.
When the wide and deep water conveying and draining box culvert passes through a soft geological soil layer, in order to prevent the box culvert from being unevenly settled or having insufficient bearing capacity after being built, the whole structure of the box culvert is deformed, water is prevented from being cracked or the structure is damaged, and the normal function of the box culvert is influenced, the box culvert foundation needs to be reinforced so as to improve the vertical resistance of the box culvert foundation soil layer.
SUMMERY OF THE UTILITY MODEL
The utility model discloses an aim at reutilization deep basal pit stake formula supporting construction provides partial vertical resistance for the box culvert structure, through addding the ox leg formula structure of choosing outward in the box culvert both sides, reaches interim stake formula supporting construction and box culvert body structure and combines together. On one hand, the pile type supporting structure is converted into a permanent pile foundation structure, so that reliable vertical bearing capacity is provided for the box culvert, and the engineering investment is saved due to the permanently combined structural form; on the other hand, the engineering measures for reinforcing the main body foundation of the box culvert structure are reduced, and the construction period of the engineering is greatly shortened.
The utility model adopts the technical proposal that:
face box culvert foundation strengthening structure who combines forever, including stake formula supporting construction, cantilever ox leg formula structure, box culvert structure and parting structure. The left side wall and the right side wall of the box culvert structure are arranged outside the cantilever bracket type structure, and the cantilever bracket type structure is integrally connected with the box culvert structure. The pile type supporting structure is directly supported below the cantilever bracket type structure. The box culvert structure is an underground or semi-underground structure, and the foundation of the box culvert structure needs to be reinforced; the pile type supporting structure is a component of foundation pit supporting, consists of foundation pit supporting piles and supporting pile top connecting beams, is also used as a part of a permanent structure in box culvert structural foundation reinforcement for secondary utilization, and is implemented firstly in the construction process; the cantilever cow-leg structure is a key structure which is combined forever, and a pile type supporting structure is converted into a permanent component for comprehensive utilization and is constructed together with a box culvert structure; the parting structure is a parting processing component of a connecting interface between the pile type supporting structure and the cantilever corbel type structure and the box culvert structure side wall.
The pile type supporting structure is designed according to the supporting requirement of a foundation pit; if the supporting pile top elevation of the pile type supporting structure cannot meet the requirement of shearing resistance of the cantilever bracket at the upper part, the original supporting pile top elevation can be lowered or the box culvert side wall is locally heightened under the condition so as to meet the requirement of stress.
The cantilever bracket type structure and the box culvert structure can adopt concrete structures so as to ensure the reliability of structural connection; the steel bars or steel members of the cantilever bracket type structure are preferably anchored into the concrete box culvert structure; when in construction and pouring, the box culvert is suitable to be integrally poured with the box culvert. If the box culvert structure is under the relative controllable condition of interim building or security, the visible particular case of cantilever ox leg formula structure adopts other structures, for example the steel construction.
The sectional form of the cantilever cow-leg structure can be locally adjusted according to the engineering arrangement condition.
The box culvert structure is a permanent structure, can be used for water conveying and drainage, and can also be used as an underground passage (space) and the like; if the box culvert structure is temporary building or other material structures like the steel construction, structural style still be suitable for, satisfy the structure atress during structural design can.
The parting structure comprises two parts, wherein one part is positioned between the cantilever bracket type structure and the pile type supporting structure, and the other part is positioned at the connecting interface of the pile type supporting structure and the side wall of the box culvert structure; in order to enable the whole stress deformation of the box culvert structure to be better coordinated, the supporting pile top connecting beams of the cantilever bracket type structure and the pile type supporting structure are directly supported, the box culvert structure and the pile type supporting structure are not directly bonded, and an asphalt layer is coated on a parting surface or a thinner caulking material layer is adopted for physical separation.
The utility model has the advantages that:
1. simple structure, safety and reliability. The cantilever bracket type structures are additionally arranged on the two sides of the box culvert structure, the pile type supporting structure is directly connected with the box culvert structure body in a supporting stress mode, and the structure is simple and clear in stress.
2. The pile type supporting structure is reused, and investment is saved. After the pile type supporting structure finishes the excavation supporting and retaining effect, the pile type supporting structure is combined with the foundation reinforcing mode of the box culvert structure body to jointly bear the vertical resistance of the box culvert structure, the body foundation treatment of the box culvert structure is reduced, and the overall engineering investment is saved.
3. Construction is convenient, saves the time limit for a project. The pile type supporting structure is used as a part of the deep foundation pit and is constructed in advance, so that the foundation reinforcement treatment period of the box culvert structure main body is shortened; the cantilever bracket type structure added can be constructed with the main box culvert structure at one time, and construction is convenient.
Drawings
FIG. 1 is a floor plan of an embodiment of the present invention;
fig. 2 is a cross-sectional structural view of the embodiment of the present invention.
In the figure: 1-a concrete box culvert structure; 2-supporting piles of the foundation pit; 3-supporting the pile top connecting beam; 4-cantilever bracket type concrete structure; 5-a parting structure; 6-box culvert side wall.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
As shown in fig. 1-2, the utility model discloses face box culvert basis reinforced structure who combines forever, including concrete box culvert structure 1, stake formula supporting construction's foundation ditch fender pile 2, stake formula supporting construction's supporting pile top even roof beam 3, the bracket formula concrete structure 4 of choosing outward and parting structure 5. The outer sides of the left and right side walls of the concrete box culvert structure 1 are provided with cantilever corbel type concrete structures 4, and the cantilever corbel type concrete structures 4 and the concrete box culvert structure 1 are directly integrally constructed and cast; the supporting pile top connecting beam 3 is directly supported below the overhanging bracket type concrete structure 4; the pile type supporting structure consists of a foundation pit supporting pile 2 and a supporting pile top connecting beam 3.
The concrete box culvert structure 1 is an underground or semi-underground structure, and because of the limitation of geological conditions, foundation reinforcement needs to be carried out on the concrete box culvert structure 1 in the construction process; the structural design of the concrete box culvert structure 1 is determined according to the actual engineering condition and can be a single-hole or multi-hole structure. After the excavation of the foundation pit of the concrete box culvert structure 1 is finished, and after the connection interface parting structure 5 is processed, the construction of the concrete box culvert structure 1 is carried out.
The pile type supporting structure is a component of foundation pit supporting, is one of structural types selected in the foundation pit design process, is a temporary structure, and can be dismounted or discarded after the foundation pit engineering is finished; it is by reutilization in 1 foundation reinforcement structure of concrete box culvert structure, and as a part of permanent structure in 1 foundation reinforcement of concrete box culvert structure, for 1 foundation of concrete box culvert structure provides the supporting role, has reduced the foundation reinforcement measure of 1 main part of concrete box culvert structure, has both saved 1 foundation reinforcement's of concrete box culvert structure engineering investment, has saved the construction period of engineering again. In the construction process, the pile type supporting structure consists of a foundation pit supporting pile 2 and a supporting pile top connecting beam 3, and is the first structure to be implemented.
The cantilever corbel type concrete structure 4 is a key structure which is permanently adjacent to the combination, and the pile type supporting structure is converted into a permanent member for comprehensive utilization through the member and is combined with other foundation reinforcing modes of the concrete box culvert structure 1 to form the integral foundation reinforcing structure of the concrete box culvert structure 1. In the construction process, the cantilever bracket type concrete structure 4 and the concrete box culvert structure 1 are poured together; if the cantilever cow-leg structure 4 is made of other materials, the construction can be independently carried out under the condition of meeting the safety requirement.
The parting structure 5 is a parting processing component of a connection interface, and is a parting processing structure of a connection interface between the cantilever bracket type concrete structure 4 and the supporting pile top connecting beam 3 and between the box culvert side wall 6 of the concrete box culvert structure 1 and the foundation pit supporting pile 2. An asphalt layer is painted on the connecting interface or a relatively thin caulking material is adopted for physical separation.
The above embodiments are described in connection with the accompanying drawings, but it should not be understood that the invention is limited thereto, and it should be noted that, for those skilled in the art, various changes and modifications can be made without departing from the spirit and scope of the invention.
Claims (7)
1. Face box culvert foundation reinforcement structure who combines forever, its characterized in that: the device comprises a pile type supporting structure, an outward cantilever ox-leg type structure, a box culvert structure and a parting structure; the outer cantilever bracket type structures are arranged on the outer sides of the left and right side walls of the box culvert structure, and the pile type supporting structure is supported below the outer cantilever bracket type structures; the pile type supporting structure is a component of foundation pit supporting and consists of foundation pit supporting piles and supporting pile top connecting beams, and the pile type supporting structure is also used as a part of a permanent structure in foundation reinforcement of a box culvert structure for secondary utilization; the parting structure is a parting processing component of a connecting interface between the pile type supporting structure and the cantilever bracket type structure and between the pile type supporting structure and the box culvert structure.
2. The permanently bonded box culvert foundation reinforcing structure of claim 1, wherein: the box culvert structure is an underground or semi-underground structure.
3. The permanently bonded box culvert foundation reinforcing structure of claim 1, wherein: the cantilever bracket type structure and the box culvert structure are of reinforced concrete structures, and the cantilever bracket type structure and the box culvert structure are directly poured into a whole.
4. The permanently bonded box culvert foundation reinforcing structure of claim 1, wherein: the cantilever bracket type structure and the box culvert structure adopt steel structures, and the cantilever bracket type structure and the box culvert structural connection are integrated.
5. The permanently bonded box culvert foundation reinforcing structure of claim 1, wherein: the parting structure comprises two parts, one part is located at a connecting interface between a cantilever bracket type structure and a supporting pile top connecting beam of a pile type supporting structure, and the other part is located at a connecting interface between a foundation pit supporting pile of the pile type supporting structure and a side wall of the box culvert structure.
6. The permanently bonded box culvert foundation reinforcing structure of claim 1 or 5, wherein: and an asphalt layer is coated on the connecting interface.
7. The permanently bonded box culvert foundation reinforcing structure of claim 1 or 5, wherein: and the connecting interface is provided with a caulking material layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120206552.3U CN214738333U (en) | 2021-01-25 | 2021-01-25 | Permanent-faced combined box culvert foundation reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120206552.3U CN214738333U (en) | 2021-01-25 | 2021-01-25 | Permanent-faced combined box culvert foundation reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214738333U true CN214738333U (en) | 2021-11-16 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120206552.3U Active CN214738333U (en) | 2021-01-25 | 2021-01-25 | Permanent-faced combined box culvert foundation reinforcing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214738333U (en) |
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2021
- 2021-01-25 CN CN202120206552.3U patent/CN214738333U/en active Active
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Address after: 310002, No. 66, Funing lane, Shangcheng District, Zhejiang, Hangzhou Patentee after: Zhejiang water resources and Hydropower Survey and Design Institute Co.,Ltd. Address before: 310002, No. 66, Funing lane, Shangcheng District, Zhejiang, Hangzhou Patentee before: ZHEJIANG DESIGN INSTITUTE OF WATER CONSERVANCY & HYDROELECTRIC POWER |