Nothing Special   »   [go: up one dir, main page]

CN215801682U - Foundation pit side wall reinforcing structure - Google Patents

Foundation pit side wall reinforcing structure Download PDF

Info

Publication number
CN215801682U
CN215801682U CN202122269103.6U CN202122269103U CN215801682U CN 215801682 U CN215801682 U CN 215801682U CN 202122269103 U CN202122269103 U CN 202122269103U CN 215801682 U CN215801682 U CN 215801682U
Authority
CN
China
Prior art keywords
supporting rod
bracing piece
foundation pit
reinforcing plate
annular
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN202122269103.6U
Other languages
Chinese (zh)
Inventor
曹云健
王勇
孟航
许洪斌
田杰
汤江平
王广
赵鹏
崔长威
李君亚
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Xiangyang Geological Engineering Survey Institute Co ltd
Original Assignee
Xiangyang Geological Engineering Survey Institute Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Xiangyang Geological Engineering Survey Institute Co ltd filed Critical Xiangyang Geological Engineering Survey Institute Co ltd
Priority to CN202122269103.6U priority Critical patent/CN215801682U/en
Application granted granted Critical
Publication of CN215801682U publication Critical patent/CN215801682U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Foundations (AREA)

Abstract

The utility model discloses a foundation pit side wall reinforcing structure which comprises a foundation pit, a first annular reinforcing plate, a second annular reinforcing plate, a first supporting rod, a second supporting rod, a third supporting rod, a fourth supporting rod, a fifth supporting rod, an adjusting cylinder and a spring. The technical scheme is used for solving the problem that the existing foundation pit side wall support is difficult to meet the support safety requirement.

Description

Foundation pit side wall reinforcing structure
Technical Field
The utility model belongs to the technical field of geological exploration equipment, and particularly relates to a foundation pit side wall reinforcing structure.
Background
In recent years, with the rapid development of Chinese economy and the continuous progress of urbanization, more and more land is developed, and the underground space of buildings is more and more widely utilized. Deep foundation pit excavation carried out in cities not only needs to ensure the safety of the deep foundation pit excavation itself, but also needs to ensure that the deep foundation pit excavation does not cause harm to the surrounding environment.
However, in a soft soil environment, the soil layer has the characteristics of high compressibility, large porosity ratio, water saturation and the like, and the single supporting technology such as underground continuous walls, cast-in-situ bored piles, deep mixing piles and the like hardly meets the requirement of supporting safety in the areas.
SUMMERY OF THE UTILITY MODEL
Aiming at the technical problems, the utility model provides a foundation pit side wall reinforcing structure, which aims to solve the problem that the existing foundation pit side wall support is difficult to meet the support safety requirement.
The utility model provides a foundation pit side wall reinforcing structure which comprises a foundation pit, a first annular reinforcing plate, a second annular reinforcing plate, a first supporting rod, a second supporting rod, a third supporting rod, a fourth supporting rod, a fifth supporting rod, an adjusting cylinder and a spring, wherein the first annular reinforcing plate is formed by splicing a plurality of first reinforcing plates, the first annular reinforcing plate surrounds the inner wall surface of the foundation pit, the second annular reinforcing plate is formed by splicing a plurality of second reinforcing plates, the second annular reinforcing plate surrounds the lower half section of the inner wall of the first annular reinforcing plate, the first supporting rod is obliquely arranged, the bottom of the first supporting rod is connected to the bottom of the foundation pit, the top of the first supporting rod is connected to the inner wall of the second annular reinforcing plate, the second supporting rod and the third supporting rod are horizontally arranged, and the second supporting rod and the third supporting rod are respectively positioned on two sides of the first supporting rod, the second bracing piece with the third bracing piece is connected to respectively the inner wall of second annular gusset plate, the fourth bracing piece with the fifth bracing piece inserts respectively adjust a section of thick bamboo's both ends, the spring is located adjust a section of thick bamboo's inside, just the spring butt respectively the fourth bracing piece with the fifth bracing piece, the fourth bracing piece with the fifth bracing piece butt respectively to connect to the inner wall of first annular gusset plate.
Furthermore, the bottom of the second annular reinforcing plate is embedded below the bottom surface of the foundation pit.
Furthermore, the number of the first supporting rods is 2, and correspondingly, the number of the second supporting rods and the number of the third supporting rods are 2.
This foundation ditch lateral wall reinforced structure has set up first annular gusset plate and second annular gusset plate, through first annular gusset plate is right the lateral wall of foundation ditch is consolidated preliminarily, through second annular gusset plate is right the bottom of first annular gusset plate is consolidated for the second time, and is further, has set up first bracing piece, second bracing piece, third bracing piece and fourth bracing piece, fifth bracing piece, through first bracing piece the second bracing piece with the third bracing piece is right from different angles the support is consolidated to second annular gusset plate, through fourth bracing piece and fifth bracing piece are right the roof of first annular gusset plate is consolidated and is supported, and then forms a whole firm foundation ditch structure, can effectively avoid the emergence of incident.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
FIG. 1 is a schematic structural diagram of a foundation pit sidewall reinforcement structure;
fig. 2 is a bottom schematic view of a foundation pit sidewall reinforcement structure.
Detailed Description
The utility model discloses a foundation pit side wall reinforcing structure which can effectively guarantee the supporting safety of a foundation pit and prevent soil on the side wall of the foundation pit from falling.
The technical solutions of the present invention will be described clearly and completely with reference to the accompanying drawings, and obviously, the description is only a part of the embodiments of the present invention, not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1, the utility model discloses a foundation pit side wall reinforcing structure, which comprises a foundation pit, a first annular reinforcing plate 1, a second annular reinforcing plate 6, a first supporting rod 7, a second supporting rod 8, a third supporting rod 9, a fourth supporting rod 2, a fifth supporting rod 4, an adjusting cylinder 3 and a spring 5, wherein the first annular reinforcing plate 1 is formed by splicing a plurality of first reinforcing plates, the first annular reinforcing plate 1 surrounds the inner wall surface of the foundation pit, the second annular reinforcing plate 6 is formed by splicing a plurality of second reinforcing plates, the second annular reinforcing plate 6 surrounds the lower half section of the inner wall of the first annular reinforcing plate 1, the first supporting rod 7 is obliquely arranged, the bottom of the first supporting rod 7 is connected to the bottom of the foundation pit, the top of the first supporting rod 7 is connected to the inner wall of the second annular reinforcing plate 6, the second supporting rod 8 and the third supporting rod 9 are horizontally arranged, just the second bracing piece 8 with the third bracing piece 9 is located respectively the both sides of first bracing piece 7, the second bracing piece 8 with the third bracing piece 9 is connected to respectively the inner wall of second annular gusset plate 6, the fourth bracing piece 2 with fifth bracing piece 4 inserts respectively adjust a section of thick bamboo 3's both ends, spring 5 is located adjust a section of thick bamboo 3's inside, just spring 5 butt respectively the fourth bracing piece 2 with fifth bracing piece 4, the fourth bracing piece 2 with fifth bracing piece 4 butt respectively extremely the inner wall of first annular gusset plate 1.
The bottom of the second annular reinforcing plate 6 is embedded below the bottom surface of the foundation pit.
The number of the first supporting rods 7 is 2, and correspondingly, the number of the second supporting rods 8 and the number of the third supporting rods 9 are also 2.
This foundation ditch lateral wall reinforced structure has set up first annular gusset plate 1 and second annular gusset plate 6, through first annular gusset plate 1 is right the lateral wall of foundation ditch is consolidated preliminarily, through second annular gusset plate 6 is right the bottom of first annular gusset plate 1 is consolidated for the second time, and is further, has set up first bracing piece 7, second bracing piece 8, third bracing piece 9 and fourth bracing piece 2, fifth bracing piece 4, through first bracing piece 7 the second bracing piece 8 with third bracing piece 9 is right from different angles the support is consolidated to second annular gusset plate 6, through fourth bracing piece 2 and fifth bracing piece 4 are right the roof of first annular gusset plate 1 is consolidated and is supported, and then forms a whole firm foundation ditch structure, can effectively avoid the emergence of security accident.
The foregoing is a more detailed description of the utility model in connection with specific preferred embodiments and it is not intended that the utility model be limited to these specific details. For those skilled in the art to which the utility model pertains, several simple deductions or substitutions can be made without departing from the spirit of the utility model, and all shall be considered as belonging to the protection scope of the utility model.

Claims (3)

1. A foundation pit side wall reinforcing structure is characterized by comprising a foundation pit, a first annular reinforcing plate, a second annular reinforcing plate, a first supporting rod, a second supporting rod, a third supporting rod, a fourth supporting rod, a fifth supporting rod, an adjusting cylinder and a spring, wherein the first annular reinforcing plate is formed by splicing a plurality of first reinforcing plates, the first annular reinforcing plate surrounds the inner wall surface of the foundation pit, the second annular reinforcing plate is formed by splicing a plurality of second reinforcing plates, the second annular reinforcing plate surrounds the lower half section of the inner wall of the first annular reinforcing plate, the first supporting rod is obliquely arranged, the bottom of the first supporting rod is connected to the bottom of the foundation pit, the top of the first supporting rod is connected to the inner wall of the second annular reinforcing plate, the second supporting rod and the third supporting rod are horizontally arranged, and the second supporting rod and the third supporting rod are respectively positioned on two sides of the first supporting rod, the second bracing piece with the third bracing piece is connected to respectively the inner wall of second annular gusset plate, the fourth bracing piece with the fifth bracing piece inserts respectively adjust a section of thick bamboo's both ends, the spring is located adjust a section of thick bamboo's inside, just the spring butt respectively the fourth bracing piece with the fifth bracing piece, the fourth bracing piece with the fifth bracing piece butt respectively to connect to the inner wall of first annular gusset plate.
2. The foundation pit side wall reinforcing structure according to claim 1, wherein the bottom of the second annular reinforcing plate is embedded below the bottom surface of the foundation pit.
3. The foundation pit side wall reinforcing structure according to claim 1, wherein the number of the first support bars is 2, and correspondingly, the number of the second support bars and the number of the third support bars are also 2.
CN202122269103.6U 2021-09-18 2021-09-18 Foundation pit side wall reinforcing structure Expired - Fee Related CN215801682U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202122269103.6U CN215801682U (en) 2021-09-18 2021-09-18 Foundation pit side wall reinforcing structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202122269103.6U CN215801682U (en) 2021-09-18 2021-09-18 Foundation pit side wall reinforcing structure

Publications (1)

Publication Number Publication Date
CN215801682U true CN215801682U (en) 2022-02-11

Family

ID=80164614

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202122269103.6U Expired - Fee Related CN215801682U (en) 2021-09-18 2021-09-18 Foundation pit side wall reinforcing structure

Country Status (1)

Country Link
CN (1) CN215801682U (en)

Similar Documents

Publication Publication Date Title
CN201962688U (en) Diaphram wall wharf pile foundation structure
CN105507610B (en) The lower base isolation reinforcement method for digging increasing layer of existing pile foundation building
CN204715364U (en) A kind of foundation pit support device
CN215801682U (en) Foundation pit side wall reinforcing structure
CN110616739B (en) Vertical construction method for underground space of existing building
CN209923935U (en) Co-location combined pile wall supporting structure in upper-soft and lower-hard stratum
CN216275721U (en) Soil-retaining back-pressure diagonal bracing combined foundation pit supporting structure
CN215252932U (en) Deep foundation pit PC steel pipe combination Larsen steel sheet pile double row pile supporting system
CN206337566U (en) Foundation ditch vertical prestressing anchor pole supporting construction
CN111851515B (en) Adjacent foundation pit cooperative construction enclosure structure and construction method thereof
CN212742557U (en) Cement mixing pile enclosure wall-profile steel cantilever type combined support
CN212561534U (en) Earth-rock binary foundation pit support structure for coastal rich water environment
CN214738305U (en) Anti-floating system of permanent-temporary combined structure of underground engineering in soft soil area
CN216339585U (en) A vertical pile and batter pile coupled type underground structure for red clay area
CN221001020U (en) Pit-in-pit waterproof structure
CN221321065U (en) Interior support stand stake structure suitable for basement is anti to float
CN217352498U (en) Integrative stagnant water of stake wall in intelligent parking area does not have inside lining underground structure for protecting foundation ditch
CN219491063U (en) Cast-in-place type pipe groove under water
CN216515623U (en) Soft soil foundation underground pipe gallery underground structure
CN210482372U (en) Hexagonal pipe gallery system combined with main structure through inclined support
CN219909089U (en) Anti-floating roof structure and underground warehouse
CN212835431U (en) Foundation ditch bearing structure suitable for engineering building
CN219690576U (en) Single-body type composite foundation for communication single-tube tower piles
CN212865952U (en) Pit excavation supporting structure in lake bottom tunnel weak soil layer
CN210177517U (en) Offshore deep foundation pit pile-wall integrated enclosure structure

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20220211

CF01 Termination of patent right due to non-payment of annual fee