CN209040103U - A kind of hollow sheet pile wall of assembled abnormity - Google Patents
A kind of hollow sheet pile wall of assembled abnormity Download PDFInfo
- Publication number
- CN209040103U CN209040103U CN201821819822.2U CN201821819822U CN209040103U CN 209040103 U CN209040103 U CN 209040103U CN 201821819822 U CN201821819822 U CN 201821819822U CN 209040103 U CN209040103 U CN 209040103U
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- China
- Prior art keywords
- prefabricated
- prefabricated chunk
- chunk
- splicing
- layer
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- 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
Links
- 230000006978 adaptation Effects 0.000 claims abstract description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 238000004064 recycling Methods 0.000 abstract description 3
- 238000011065 in-situ storage Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 7
- 239000002689 soil Substances 0.000 description 5
- 239000011150 reinforced concrete Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 210000000481 breast Anatomy 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 230000003319 supportive effect Effects 0.000 description 1
Abstract
The utility model relates to a kind of hollow sheet pile walls of assembled abnormity, peg board and peg board support including front and back arrangement, peg board support includes at least two spaced apart prefabricated piles in left-right direction, peg board is sequentially combined into along the vertical direction by multiple prefabricated chunk layers, each prefabricated chunk layer is made of the prefabricated chunk of at least two sequential concatenations in left-right direction, each prefabricated chunk is fixed by bolts in respectively on corresponding prefabricated pile, the abutting end of two neighboring prefabricated chunk is provided with the splicing protrusion and splicing groove of adaptation in the same prefabricated chunk layer, splicing groove is packed into along the vertical direction for splicing protrusion, in two neighboring prefabricated chunk layer, the splicing seams between corresponding two neighboring prefabricated chunk in the prefabricated chunk layer of splicing seams between two neighboring prefabricated chunk in the top prefabricated chunk layer in position and position on the lower are wrong in the up-down direction Open arrangement.The utility model, which provides, a kind of facilitates recycling and the hollow sheet pile wall of assembled in situ convenient assembled abnormity.
Description
Technical field
The utility model relates to the hollow sheet pile walls of assembled abnormity in field of civil engineering.
Background technique
Retaining wall is essential construction equipment in construction, infrastructure of the main application in various buildings
In, for example, foundation pit construction protection or bridge class facility construct when cofferdam.The effect of retaining wall is exactly the soil for blocking foundation pit surrounding
Body prevents underground water from penetrating into around crater wall or gushing upwards from hole bottom while preventing the soil body from gliding, retaining wall is primarily subjected to soil
Pressure and hydraulic pressure, this requires baffle walls to have good supportive and structural strength.
In the prior art, retaining wall includes sheet pile and reinforced concrete pile, and reinforced concrete pile constitutes sheet pile support, plate
Stake and reinforced concrete pile link together, and reinforced concrete pile is embedded in soil, and the structure of this retaining wall is thin and live
Assembly is inconvenient.
Summary of the invention
Facilitate recycling and the convenient assembled abnormity cored slab of assembled in situ the purpose of this utility model is to provide a kind of
Piling wall.
In order to solve the above technical problems, the technical solution of the utility model is as follows:
A kind of hollow sheet pile wall of assembled abnormity, peg board and peg board support including front and back arrangement, peg board support include
At least two in left-right direction spaced apart prefabricated pile, peg board be sequentially combined into along the vertical direction by multiple prefabricated chunk layers, often
One prefabricated chunk layer is made of the prefabricated chunk of at least two sequential concatenations in left-right direction, and each prefabricated chunk passes through respectively
Bolt is fixed on corresponding prefabricated pile, and the abutting end of two neighboring prefabricated chunk is provided with adaptation in the same prefabricated chunk layer
Splicing protrusion and splicing groove, splicing groove for splicing protrusion be packed into along the vertical direction, in two neighboring prefabricated chunk layer, position
It rests against corresponding in the prefabricated chunk layer of splicing seams between the two neighboring prefabricated chunk in prefabricated chunk layer and position on the lower
Splicing seams between two neighboring prefabricated chunk are staggeredly arranged in the up-down direction.
The prefabricated pile is rectangular configuration, and prefabricated chunk is fixed on a side of prefabricated pile.
The prefabricated pile is hollow structure.
Rubber waterproof pad is provided between the peg board and peg board support.
The prefabricated pile is steel prefabricated pile.
The prefabricated chunk is steel prefabricated chunk.
Each prefabricated chunk passes through the bolt and is fixed on corresponding two adjacent prefabricated piles.
The utility model has the following beneficial effects: in use, prefabricated pile is embedded in around foundation pit, it is pre- by one by bolt
Making sheet block is fixed in corresponding prefabricated pile, then, completes each prefabricated board in the same prefabricated chunk layer of the same height with this
The assembly of block, the two neighboring prefabricated chunk in the same prefabricated chunk layer use non-bolt by splicing protrusion and splicing groove
Vertical abutment joint, completion can be spliced there are certain installation error；After the completion of upper one layer of prefabricated chunk layer splicing,
Then it cuts the earth downwards, starts next layer of prefabricated chunk layer splicing, and so on, until the assembly of peg board is completed, it is contiguous prefabricated
The integral strength of retaining wall is effectively ensured using dislocation erection method in plate layer.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of one embodiment of the utility model；
Fig. 2 is the cooperation schematic diagram of a prefabricated chunk and corresponding prefabricated pile in Fig. 1；
Fig. 3 is the perspective view of Fig. 1.
Specific embodiment
The embodiment of the hollow sheet pile wall of a kind of assembled abnormity: peg board 1 and peg board support including front and back arrangement, peg board branch
It supports and is provided with rubber waterproof pad 9 between peg board, peg board support includes multiple prefabricated piles 2 spaced apart in left-right direction, this
Prefabricated pile is the steel prefabricated pile of rectangle in embodiment.Peg board is sequentially combined into along the vertical direction by 3 layers of multiple prefabricated chunks, each
Prefabricated chunk layer is made of the prefabricated chunk of at least two sequential concatenations in left-right direction, and prefabricated chunk is steel in the present embodiment
Prefabricated chunk.Two sections of each prefabricated chunk are fixed on the side of corresponding two neighboring prefabricated pile by bolt 4 respectively, pre-
The respective side of stake processed is provided with for bolted threaded hole 8.The phase of two neighboring prefabricated chunk in the same prefabricated chunk layer
Neighboring terminal is provided with the splicing protrusion 6 and splicing groove 7 of adaptation, splices and forms vertical splicing seams 5 between groove and splicing protrusion,
Splicing protrusion 6 is the strip structure vertically extended, and splicing groove is packed into along the vertical direction for splicing protrusion, two neighboring
In prefabricated chunk layer, splicing seams between two neighboring prefabricated chunk in the top prefabricated chunk layer in position and position on the lower prefabricated
The splicing seams 5 between the two neighboring prefabricated chunk of correspondence in plate layer are staggeredly arranged in the up-down direction, with splicing protrusion and
The prefabricated chunk for splicing groove forms polymorphic structure.
Peg board retaining wall in the utility model is the Wall of Deep Foundation Pit supporting and retaining system soil pressure for vertical side slope or vertical cut
The enclosed structure of power and protection stability of slope and control deformation.Stress characteristic based on vertical side slope enclosed structure is wanted with sealing
It asks, the present invention has given full play to rectangular pile, the stress performance of breast boards.Referring to Fig. 1 when use, prefabricated chunk passes through bolt for two
A prefabricated pile connection needs to spread one layer of rubber between prefabricated chunk and prefabricated pile in the pre-connection to form a standard component
Collision mat prevents from seeping water, and then combines connection by vertical abutment joint between standard component and standard component and forms retaining wall.Two prefabricated
By a prefabricated chunk connection between stake, it can effectively reduce difficulty of construction and stitching error, improve construction efficiency, prefabricated chunk
Between use non-bolt vertical abutment joint, completion can be spliced there are certain installation error.In upper one layer of prefabricated board
It after the completion of block splicing, then cuts the earth downwards, starts the splicing of next layer of prefabricated chunk, and so on, until by all prefabricated
Plate splicing is completed.Prefabricated pile uses hollow steel construction, its main feature is that shear behavior is good, compression strength is big, and support performance is good,
It is connected firmly between prefabricated chunk and prefabricated pile and construction is simple, all material recycling is more convenient, reusable.
Claims (6)
1. a kind of hollow sheet pile wall of assembled abnormity, peg board and peg board support including front and back arrangement, it is characterised in that: peg board
Support includes at least two spaced apart prefabricated piles in left-right direction, and peg board is by multiple prefabricated chunk layers sequence along the vertical direction
It is combined into, each prefabricated chunk layer is made of the prefabricated chunk of at least two sequential concatenations in left-right direction, each prefabricated chunk
It is fixed by bolts on corresponding prefabricated pile respectively, the abutting end of two neighboring prefabricated chunk is set in the same prefabricated chunk layer
The splicing protrusion and splicing groove, splicing groove for being equipped with adaptation are packed into along the vertical direction for splicing protrusion, two neighboring prefabricated board
The splicing seams and the prefabricated chunk layer of position on the lower between two neighboring prefabricated chunk in block layer, in the top prefabricated chunk layer in position
In the two neighboring prefabricated chunk of correspondence between splicing seams be staggeredly arranged in the up-down direction.
2. the hollow sheet pile wall of assembled abnormity according to claim 1, it is characterised in that: the prefabricated pile is rectangle knot
Structure, prefabricated chunk are fixed on a side of prefabricated pile.
3. according to claim 1 the hollow sheet pile wall of assembled abnormity, it is characterised in that: between the peg board and peg board support
It is provided with rubber waterproof pad.
4. the hollow sheet pile wall of assembled abnormity according to claim 2, it is characterised in that: the prefabricated pile is that steel is prefabricated
Stake.
5. the hollow sheet pile wall of assembled abnormity according to claim 1, it is characterised in that: the prefabricated chunk is that steel is prefabricated
Plate.
6. the hollow sheet pile wall of the abnormity of assembled described in any one according to claim 1 ~ 5, it is characterised in that: each prefabricated chunk
It is fixed on corresponding two adjacent prefabricated piles by the bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821819822.2U CN209040103U (en) | 2018-11-06 | 2018-11-06 | A kind of hollow sheet pile wall of assembled abnormity |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821819822.2U CN209040103U (en) | 2018-11-06 | 2018-11-06 | A kind of hollow sheet pile wall of assembled abnormity |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209040103U true CN209040103U (en) | 2019-06-28 |
Family
ID=67041103
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821819822.2U Expired - Fee Related CN209040103U (en) | 2018-11-06 | 2018-11-06 | A kind of hollow sheet pile wall of assembled abnormity |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209040103U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112359780A (en) * | 2020-11-16 | 2021-02-12 | 江苏科技大学 | Assembled tire sheet pile wall and construction method thereof |
-
2018
- 2018-11-06 CN CN201821819822.2U patent/CN209040103U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112359780A (en) * | 2020-11-16 | 2021-02-12 | 江苏科技大学 | Assembled tire sheet pile wall and construction method thereof |
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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: 20190628 |