CN209523208U - A kind of foundation pit of prestressing force assembled abnormity piling wall and side slope building enclosure - Google Patents
A kind of foundation pit of prestressing force assembled abnormity piling wall and side slope building enclosure Download PDFInfo
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- CN209523208U CN209523208U CN201920122719.0U CN201920122719U CN209523208U CN 209523208 U CN209523208 U CN 209523208U CN 201920122719 U CN201920122719 U CN 201920122719U CN 209523208 U CN209523208 U CN 209523208U
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- prefabricated component
- foundation pit
- limiting
- piling wall
- prefabricated
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Abstract
The utility model discloses a kind of foundation pits of prestressing force assembled abnormity piling wall and side slope building enclosure, two adjacent assembled abnormity piling walls include two prefabricated components to intersect vertically, respectively prefabricated component A and prefabricated component B, its short transverse of two lateral edges of prefabricated component A is provided with limiting groove, the two sides of prefabricated component B are outward extended with limiting section, the limiting section of prefabricated component B is inserted into the limiting groove, assembled abnormity piling wall, which is inserted into foundation pit and is equipped between assembled abnormity piling wall and foundation pit, goes along with sb. to guard him component, the top of prefabricated component A and prefabricated component B, which are outward extended with, goes along with sb. to guard him the extension of component and the extending direction of the extension far from the foundation pit, the surface of extension is provided with multiple limiting through hole along its length, the shaft that gag lever post and the gag lever post are stated in insertion in limiting through hole, which is threadably secured, is connected with limited block , the horizontal section area of limited block is greater than the area of section of the limiting through hole.The utility model mechanical strength is higher.
Description
Technical field
The utility model relates to technical field of civil engineering more particularly to a kind of foundation pits of prestressing force assembled abnormity piling wall
With side slope building enclosure.
Background technique
Existing foundation pit exterior-protected device is all to use concrete casting, but the concrete casting one side construction time is long,
After completing work, the concrete of pouring simultaneously is inconvenient to take out still further aspect, causes the waste of coagulation soil resource.
Utility model content
(1) the technical issues of solving
In view of the deficiencies of the prior art, the utility model provides foundation pit and the side of a kind of prestressing force assembled abnormity piling wall
Slope building enclosure, solving existing foundation pit exterior-protected device all is to use concrete casting, but the concrete casting construction time is long,
The problem of concrete of pouring is simultaneously inconvenient to take out, causes the waste of coagulation soil resource.
(2) technical solution
To achieve the above object, the utility model provides the following technical solutions: a kind of prestressing force assembled abnormity piling wall
Foundation pit and side slope building enclosure, assembled abnormity piling wall is formed by prestressed high-strength reinforcing bar and high-strength concrete prefabricated, adjacent
Two assembled abnormity piling walls include two prefabricated components to intersect vertically, respectively prefabricated component A and prefabricated component B, the prefabricated component A
Two lateral edges its short transverses be provided with limiting groove, the two sides of the prefabricated component B are outward extended with limiting section, the limiting section with
U-shaped structure is constituted between the prefabricated component B, the limiting section of the prefabricated component B is inserted into the limiting groove, the assembled
Special-shaped piling wall, which is inserted into foundation pit and is equipped between assembled abnormity piling wall and foundation pit, goes along with sb. to guard him component, and the component of going along with sb. to guard him includes prolonging
The top of extending portion, limiting through hole and gag lever post, the prefabricated component A and prefabricated component B, which extend outwardly, an extension and described prolongs
For the extending direction of extending portion far from the foundation pit, the surface of the extension is provided with multiple limiting through hole along its length, described
The shaft that gag lever post and the gag lever post are stated in insertion in limiting through hole, which is threadably secured, is connected with limited block, the limit
The horizontal section area of block is greater than the area of section of the limiting through hole.
Preferably, the middle part of the prefabricated component A is also prefabricated with a water pipe along its short transverse, the water pipe
End is connected to the surface of one side bottom of prefabricated component.
Preferably, the extension is pressed on the soil at the top of the two sides of foundation pit.
Preferably, the inner surface of the limiting groove is pasted with water sucting rubber and the water sucting rubber is tightly attached to the limit
The surface in portion.
Preferably, the prefabricated component A and prefabricated component B is carried out prefabricated according to the size of foundation pit, prefabricated component A and prefabricated component B's
Height is identical as the height of foundation pit.
Preferably, the surface of the prefabricated component A and prefabricated component B is coated with erosion shield.
(3) beneficial effect
The utility model provide a kind of prestressing force assembled abnormity piling wall foundation pit and side slope building enclosure, have with
It is described pre- down the utility model has the advantages that the utility model is provided with two prefabricated components to intersect vertically, respectively prefabricated component A and prefabricated component B
Its short transverse of two lateral edges of product A is provided with limiting groove, and the two sides of the prefabricated component B are outward extended with limiting section, described pre-
The limiting section of product B is inserted into the assembled abnormity piling wall in the limiting groove and is inserted into foundation pit, can reinforce prefabricated component A
Connectivity between prefabricated component B reinforces the mechanical strength of entire special-shaped piling wall, in addition assembled abnormity piling wall and foundation pit it
Between be equipped with and go along with sb. to guard him component, the top of prefabricated component A and prefabricated component B extend outwardly the extending direction of an extension and the extension
Far from the foundation pit, the surface of the extension is provided with multiple limiting through hole, insertion in the limiting through hole along its length
There is the shaft of the gag lever post and the gag lever post to be threadably secured and is connected with limited block, the horizontal cross-section face of the limited block
Product is greater than the area of section of the limiting through hole, and extraneous soil is on the one hand avoided to drop in foundation pit in this way, and still further aspect is anti-
Only prefabricated component A and prefabricated component B sinks, its sinking is prevented using extension.
Detailed description of the invention
Fig. 1 is the prefabricated component A structural schematic diagram of the utility model；
Fig. 2 is the prefabricated component B structure schematic diagram of the utility model；
Fig. 3 is the structural schematic diagram of the utility model foundation pit.
In figure: 1, prefabricated component A；2, prefabricated component B；3, limiting groove；4, limiting section；5, extension；6, limiting through hole；7, it limits
Position bar；8, limited block；9, foundation pit；10, water pipe；11, water sucting rubber；12, component is gone along with sb. to guard him；13, erosion shield.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
As shown in Figure 1, 2, 3, it is proposed that following embodiments: a kind of foundation pit of prestressing force assembled abnormity piling wall is enclosed with side slope
Protection structure, assembled abnormity piling wall are formed by prestressed high-strength reinforcing bar and high-strength concrete prefabricated, and two adjacent assembleds are different
Shape piling wall includes two prefabricated components to intersect vertically, respectively prefabricated component A1 and prefabricated component B2, two lateral edges of the prefabricated component A1
Its short transverse is provided with limiting groove 3, and the two sides of the prefabricated component B2 are outward extended with limiting section 4, the limiting section 4 with it is described
U-shaped structure is constituted between prefabricated component B2, the limiting section 4 of the prefabricated component B2 is inserted into the limiting groove 3, the assembled
Special-shaped piling wall, which is inserted into foundation pit 9 and is equipped between assembled abnormity piling wall and foundation pit 9, goes along with sb. to guard him component 12, described to go along with sb. to guard him component 12
Including extension 5, limiting through hole 6 and gag lever post 7, the top of the prefabricated component A1 and prefabricated component B2 extend outwardly an extension
The extending direction of portion 5 and the extension 5 is provided with multiple along its length far from the foundation pit 9, the surface of the extension 5
Limiting through hole 6, gag lever post 7 is stated in the interior insertion of the limiting through hole 6 and the shaft of the gag lever post 7 is threadably secured connection
There is limited block 8, the horizontal section area of the limited block 8 is greater than the area of section of the limiting through hole 6.
In the present embodiment, the middle part of the prefabricated component A1 is also prefabricated with a water pipe 10 along its short transverse, described
The end of water pipe 10 is connected to the surface of mono- side bottom of prefabricated component A1.Later period can be connected to water pipe using suction pump
10, it is in time that the water body discharge hole inside foundation pit 9 is outer.
In the present embodiment, the extension 5 is pressed on the soil at the top of the two sides of foundation pit 9.Prevent prefabricated component A1 and
Prefabricated component B2 sinks.
In the present embodiment, the inner surface of the limiting groove 3 is pasted with water sucting rubber 11 and the water sucting rubber 11 is tight
It is attached to the surface of the limiting section 4.Combine prefabricated component A1 and prefabricated component B2 even closer.
In the present embodiment, the prefabricated component A1 and prefabricated component B2 according to the size of foundation pit 9 carry out it is prefabricated, prefabricated component A1 and
The height of prefabricated component B2 is identical as the height of foundation pit 9.Prevent prefabricated component A1 and prefabricated component B2 excessive.
In the present embodiment, the surface of the prefabricated component A1 and prefabricated component B2 is coated with erosion shield 13, reduces it
Corrosion efficiency.
In Fig. 1,2,3, the utility model is provided with two prefabricated components to intersect vertically, respectively prefabricated component A1 and prefabricated
Part B2, its short transverse of two lateral edges of the prefabricated component A1 are provided with limiting groove 3, and the two sides of the prefabricated component B2 are outward extended with
Limiting section 4, the limiting section 4 of the prefabricated component B2 are inserted into the assembled abnormity piling wall in the limiting groove 3 and are inserted into base
Hole 9 can reinforce the connectivity between prefabricated component A1 and prefabricated component B2, reinforce the mechanical strength of entire special-shaped piling wall, in addition exist
It is equipped between assembled abnormity piling wall and foundation pit 9 and goes along with sb. to guard him component 12, the top of prefabricated component A1 and prefabricated component B2 extend outwardly one
The extending direction of extension 5 and the extension 5 is provided with along its length far from the foundation pit 9, the surface of the extension 5
Multiple limiting through hole 6, gag lever post 7 is stated in the interior insertion of the limiting through hole 6 and the shaft of the gag lever post 7 is threadably secured
It is connected with limited block 8, the horizontal section area of the limited block 8 is greater than the area of section of the limiting through hole 6, so on the one hand
Avoid extraneous soil from dropping in foundation pit 9, still further aspect prevents prefabricated component A1 and prefabricated component B2 from sinking, using extension 5 come
Prevent its sinking.
It should be noted that, in this document, relational terms such as first and second and the like are used merely to a reality
Body or operation are distinguished with another entity or operation, are deposited without necessarily requiring or implying between these entities or operation
In any actual relationship or order or sequence.Moreover, the terms "include", "comprise" or its any other variant are intended to
Non-exclusive inclusion, so that the process, method, article or equipment including a series of elements is not only wanted including those
Element, but also including other elements that are not explicitly listed, or further include for this process, method, article or equipment
Intrinsic element.In the absence of more restrictions, the element limited by sentence "including a ...", it is not excluded that
There is also other identical elements in process, method, article or equipment including the element.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (6)
1. a kind of foundation pit of prestressing force assembled abnormity piling wall and side slope building enclosure, it is characterised in that: assembled abnormity piling wall
It is formed by prestressed high-strength reinforcing bar and high-strength concrete prefabricated, two adjacent assembled abnormity piling walls include two and intersect vertically
Prefabricated component, respectively prefabricated component A (1) and prefabricated component B (2), its short transverse of two lateral edges of the prefabricated component A (1) are provided with limit
Position groove (3), the two sides of the prefabricated component B (2) are outward extended with limiting section (4), the limiting section (4) and the prefabricated component B
(2) U-shaped structure is constituted between, the limiting section (4) of the prefabricated component B (2) is inserted into the limiting groove (3), the assembly
Formula abnormity piling wall is inserted into foundation pit (9) and is equipped between assembled abnormity piling wall and foundation pit (9) and goes along with sb. to guard him component (12), described to enclose
Protecting assembly (12) includes extension (5), limiting through hole (6) and gag lever post (7), the prefabricated component A (1) and prefabricated component B's (2)
Top extend outwardly an extension (5) and the extension (5) extending direction far from the foundation pit (9), the extension
(5) surface is provided with multiple limiting through hole (6) along its length, and gag lever post (7) are stated in insertion in the limiting through hole (6)
And the shaft of the gag lever post (7) is threadably secured and is connected with limited block (8), the horizontal section area of the limited block (8)
Greater than the area of section of the limiting through hole (6).
2. a kind of foundation pit of prestressing force assembled abnormity piling wall according to claim 1 and side slope building enclosure, feature
Be: the middle part of the prefabricated component A (1) is also prefabricated with a water pipe (10) along its short transverse, the water pipe (10)
End be connected to the surface of (1) one side bottom of prefabricated component A.
3. a kind of foundation pit of prestressing force assembled abnormity piling wall according to claim 1 and side slope building enclosure, feature
Be: the extension (5) is pressed on the soil at the top of the two sides of foundation pit (9).
4. a kind of foundation pit of prestressing force assembled abnormity piling wall according to claim 1 and side slope building enclosure, feature
Be: the inner surface of the limiting groove (3) is pasted with water sucting rubber (11) and the water sucting rubber (11) is tightly attached to the limit
The surface in position portion (4).
5. a kind of foundation pit of prestressing force assembled abnormity piling wall according to claim 1 and side slope building enclosure, feature
Be: the prefabricated component A (1) and prefabricated component B (2) are according to the progress of the size of foundation pit (9) prefabricated, prefabricated component A (1) and prefabricated component B
(2) height is identical as the height of foundation pit (9).
6. a kind of foundation pit of prestressing force assembled abnormity piling wall according to claim 1 and side slope building enclosure, feature
Be: the surface of the prefabricated component A (1) and prefabricated component B (2) are coated with erosion shield (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920122719.0U CN209523208U (en) | 2019-01-24 | 2019-01-24 | A kind of foundation pit of prestressing force assembled abnormity piling wall and side slope building enclosure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920122719.0U CN209523208U (en) | 2019-01-24 | 2019-01-24 | A kind of foundation pit of prestressing force assembled abnormity piling wall and side slope building enclosure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209523208U true CN209523208U (en) | 2019-10-22 |
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ID=68230501
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920122719.0U Expired - Fee Related CN209523208U (en) | 2019-01-24 | 2019-01-24 | A kind of foundation pit of prestressing force assembled abnormity piling wall and side slope building enclosure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209523208U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115094908A (en) * | 2022-07-22 | 2022-09-23 | 深圳市南华岩土工程有限公司 | Multi-section fixed-point limiting anti-tilting foundation pit support and process method |
-
2019
- 2019-01-24 CN CN201920122719.0U patent/CN209523208U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115094908A (en) * | 2022-07-22 | 2022-09-23 | 深圳市南华岩土工程有限公司 | Multi-section fixed-point limiting anti-tilting foundation pit support and process method |
| CN115094908B (en) * | 2022-07-22 | 2024-01-19 | 深圳市南华岩土工程有限公司 | Multistage fixed-point limiting inclination-preventing foundation pit support and process method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191022 Termination date: 20210124 |