CN208415297U - A kind of tilting pile plate wall - Google Patents
A kind of tilting pile plate wall Download PDFInfo
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- CN208415297U CN208415297U CN201820960897.6U CN201820960897U CN208415297U CN 208415297 U CN208415297 U CN 208415297U CN 201820960897 U CN201820960897 U CN 201820960897U CN 208415297 U CN208415297 U CN 208415297U
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- breast boards
- pile
- prefabricated
- plate wall
- tilting
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Abstract
The utility model discloses a kind of tilting pile plate walls, including armored concrete soil blocking pile and prefabricated breast boards, breast boards is equipped in the armored concrete soil blocking pile Roadbed Soil side, and inclined-plane is installed, prefabricated breast boards is installed on the breast boards installation inclined-plane of armored concrete soil blocking pile, the prefabricated breast boards Roadbed Soil side is provided with prefabricated breast boards anchoring piece.The tilting pile plate wall of the utility model has the characteristics that pile is quick, saves material, reduces embankment, saves the duration, is conducive to embankment compacting, especially suitable for the roadbed filling in the steep location of landform, has biggish economic results in society.
Description
Technical field
The utility model relates to civil construction project technical fields, and in particular to a kind of tilting pile plate wall.
Background technique
In conventional piles Combined structure of panel wall, more than soil blocking pile ground (change) rectangle is mostly used for supporting the part of breast boards
Section or T-type section support breast boards with pile body, stake side wing edge respectively, as shown in Figs. 1-3.Rectangle is cut in three kinds of combinations
Face and bending moment tee section pile body are respectively positioned on the outside of road shoulder, and elongated by the exposed cantilever segment of influence of topography pile body, fixed section also needs accordingly
It lengthens, total length is greater than using the interior T-type section stake for moving and laying.T-type section can a degree of saving stake it is long, but bring
Main problem be that the rectangular extent that peg board outer rim is surrounded becomes the dead angle area of inside fill compaction, compacting machinary cannot be introduced into,
Hand compaction can only be used, it is time-consuming and laborious and there are great hidden danger of quality.It is protruded within the scope of road surface on the inside of stake top simultaneously, this
Rigid body and dead angle area show the subsiding belt of undaform, visual effect is very poor, influences to go there are biggish differential settlement on longitudinal direction
Vehicle safety.
Utility model content
The purpose of this utility model is to overcome the shortage of prior art, and provides a kind of tilting pile plate wall, solves existing
Pile plate wall it is elongated by the exposed cantilever segment of influence of topography pile body, fixed section also needs accordingly to lengthen, total length be greater than use interior shifting
The T-type section stake of laying.T-type section can a degree of saving stake it is long, but bring main problem be peg board outer rim surround
Rectangular extent become the dead angle area of inside fill compaction, compacting machinary cannot be introduced into, and can only use hand compaction, time-consuming and laborious
And there are problems that great hidden danger of quality.
The utility model is achieved through the following technical solutions:
A kind of tilting pile plate wall, including armored concrete soil blocking pile and prefabricated breast boards are kept off in the armored concrete
Native stake Roadbed Soil side is equipped with breast boards and installs inclined-plane, is equipped on the breast boards installation inclined-plane of armored concrete soil blocking pile
Prefabricated breast boards, the prefabricated breast boards Roadbed Soil side are provided with prefabricated breast boards anchoring piece.
Tilting pile plate wall of the invention has quick pile, saving material, reduces embankment, save the duration, be conducive to embankment
The features such as compacting, has biggish economic results in society especially suitable for the roadbed filling in the steep location of landform.
Further, the oblique angle on breast boards installation inclined-plane is 1:0.1~0.2.
Further, the prefabricated breast boards anchoring piece includes connector and anchoring vertical plate, described connector one end and pre-
Breast boards connection processed, the connector other end and anchoring vertical plate.
Further, the connector is connecting board structure or connection rod structure.
Further, the prefabricated breast boards is equipped with drain hole.
Further, prefabricated breast boards is equipped on the armored concrete soil blocking pile of breast boards installation inclined-plane lower end to put
Set slot.
Further, at least two reinforcing rib mounting grooves, the reinforcing rib installation are set on breast boards installation inclined-plane
Reinforcement support bar is provided in slot.
Further, the reinforcement support bar is structure as a whole with prefabricated breast boards.
The utility model compared with prior art, has the following advantages and benefits:
A kind of tilting pile plate wall of the utility model, by being equipped with earth-retaining in armored concrete soil blocking pile Roadbed Soil side
Plate installs inclined-plane, is equipped with prefabricated breast boards on the breast boards installation inclined-plane of armored concrete soil blocking pile, prefabricated breast boards
Inclination arrangement changes Roadbed Soil to the extruding Impact direction of armored concrete soil blocking pile, relative to horizontal Roadbed Soil level
Squeezing armored concrete soil blocking pile can be such that the armored concrete of same outer diameter keeps off by the inclination arrangement to prefabricated breast boards
Native stake support strength improves 30%-50%.
By being provided with prefabricated breast boards anchoring piece in prefabricated breast boards Roadbed Soil side, after Roadbed Soil landfill,
By prefabricated breast boards anchoring piece landfill in Roadbed Soil, so that prefabricated breast boards anchoring piece forms one to prefabricated breast boards
Pulling force is anchored, to mitigate Roadbed Soil to the extruding force of armored concrete soil blocking pile.
Tilting pile plate wall of the invention has quick pile, saving material, reduces embankment, save the duration, be conducive to embankment
The features such as compacting, has biggish economic results in society especially suitable for the roadbed filling in the steep location of landform.
Detailed description of the invention
Attached drawing described herein is used to provide to further understand the utility model embodiment, constitutes the one of the application
Part does not constitute the restriction to the utility model embodiment.In the accompanying drawings:
Fig. 1 a kind of structural schematic diagram of existing pile plate wall；
Fig. 22 kinds of structural schematic diagrams of existing pile plate wall；
Fig. 33 kinds of structural schematic diagrams of existing pile plate wall；
Fig. 4 is a kind of structural schematic diagram of tilting pile plate wall embodiment of the utility model；
Fig. 5 is the structural schematic diagram of the prefabricated breast boards anchoring piece of the utility model；
Label and corresponding parts title in attached drawing:
1- armored concrete soil blocking pile, the prefabricated breast boards of 2-, 3- breast boards installation inclined-plane, the prefabricated breast boards anchoring piece of 4-,
5- connector, 6- anchor vertical plate, the prefabricated breast boards placing groove of 7-, 8- reinforcing rib mounting groove, 9- reinforcement support bar.
Specific embodiment
For the purpose of this utility model, technical solution and advantage is more clearly understood, below with reference to embodiment and attached drawing,
The utility model is described in further detail, and the exemplary embodiment and its explanation of the utility model are only used for explaining this
Utility model is not intended to limit the scope of the present invention.
Embodiment 1
As illustrated in figures 4-5, a kind of tilting pile plate wall of the utility model, including armored concrete soil blocking pile 1 and prefabricated gear
Native plate 2 becomes rectangular reinforced concrete soil blocking pile, cast-in-place or prefabricated breast boards.Soil blocking pile earth-retaining section uses bending moment tee section,
General 1:0.1~0.2 of change rate；Breast boards uses prefabricated or cast-in-place, 40~50cm of thickness, sets drain hole in plate.
Breast boards being equipped in the 1 Roadbed Soil side of armored concrete soil blocking pile, inclined-plane 3 being installed, breast boards installs inclined-plane
3 upper end is flushed with roadbed, and lower end is flushed with slope, is equipped on the breast boards installation inclined-plane 3 of armored concrete soil blocking pile 1
Prefabricated breast boards 2, prefabricated breast boards 2 are equipped with drain hole (attached drawing is not shown), and drain hole is mainly by the product in Roadbed Soil
Water discharge, mitigates the extruding force to armored concrete soil blocking pile 1 and prefabricated breast boards 2.2 Roadbed Soil one of prefabricated breast boards
Side is provided with prefabricated breast boards anchoring piece 4.
A kind of tilting pile plate wall of the utility model, by being equipped with earth-retaining in armored concrete soil blocking pile Roadbed Soil side
Plate installs inclined-plane, is equipped with prefabricated breast boards on the breast boards installation inclined-plane of armored concrete soil blocking pile, prefabricated breast boards
Inclination arrangement changes Roadbed Soil to the extruding Impact direction of armored concrete soil blocking pile, relative to horizontal Roadbed Soil level
Squeezing armored concrete soil blocking pile can be such that the armored concrete of same outer diameter keeps off by the inclination arrangement to prefabricated breast boards
Native stake support strength improves 30%-50%.
By being provided with prefabricated breast boards anchoring piece in prefabricated breast boards Roadbed Soil side, after Roadbed Soil landfill,
By prefabricated breast boards anchoring piece landfill in Roadbed Soil, so that prefabricated breast boards anchoring piece forms one to prefabricated breast boards
Pulling force is anchored, to mitigate Roadbed Soil to the extruding force of armored concrete soil blocking pile.
Tilting pile plate wall of the invention has quick pile, saving material, reduces embankment, save the duration, be conducive to embankment
The features such as compacting, has biggish economic results in society especially suitable for the roadbed filling in the steep location of landform.
The oblique angle on breast boards installation inclined-plane 3 is 1:0.1~0.2.Gradient refers to that a straight line is (or flat to another straight line
Face) inclined degree.Gradient α=H:L=1:n, by case soil experiment obtain, breast boards install inclined-plane 3 oblique angle be 1:0.1~
When 0.2,1 holding strength of armored concrete soil blocking pile of same outer diameter and height is maximum.
Embodiment 2
As illustrated in figures 4-5, a kind of tilting pile plate wall of the utility model, on the basis of embodiment 1, prefabricated breast boards anchor
Firmware 4 includes connector 5 and anchoring vertical plate 6, and described 5 one end of connector is connect with prefabricated breast boards 2, and the connector 5 is another
End and anchoring vertical plate 6.Connector 5 is connecting board structure or connection rod structure.
As shown in Figure 2, connector 5 uses connecting board structure, and reinforcing rod is prefabricated in connector 5, and reinforcing rod both ends are prominent
Connecting hole is arranged on corresponding prefabricated breast boards 2 and anchoring vertical plate 6 in the reserved installation nut of connector 5, and reinforcing rod passes through connection
Kong Houzai is reinforced plate, tenses using nut is locked, prefabricated breast boards anchoring piece 4 is directly placed on slope, in Roadbed Soil
After landfill, by prefabricated breast boards anchoring piece landfill in Roadbed Soil, so that prefabricated breast boards anchoring piece forms one to prefabricated
The anchoring pulling force of breast boards, to mitigate Roadbed Soil to the extruding force of armored concrete soil blocking pile.
Embodiment 3
As illustrated in figures 4-5, a kind of tilting pile plate wall of the utility model, on the basis of embodiment 1, in the breast boards
The armored concrete soil blocking pile 1 for installing 3 lower end of inclined-plane is equipped with prefabricated breast boards placing groove 7.Breast boards need to be placed in prefabricated earth-retaining
On plate placing groove 7, the prefabricated design of breast boards placing groove 7 meets foundation requirement, uses referring to gravity retaining wall basis
It grouts or plain concrete bricklaying.
Embodiment 4
As illustrated in figures 4-5, a kind of tilting pile plate wall of the utility model, on the basis of embodiment 1, breast boards installation are oblique
At least two reinforcing rib mounting grooves 8 are set on face 3, is provided in the reinforcing rib mounting groove 8 and reinforces support bar 9.Reinforce support
Item 9 is structure as a whole with prefabricated breast boards 2.One can be also possible to separate structure by reinforcing support bar 9 and prefabricated breast boards 2
Structure, separate structure are easily installed, and integral structure support strength is big.Reinforcing support bar 9 by setting can reduce prefabricated earth-retaining
The casting thickness of plate 2, to save material.
The above earth-retaining section pile body of tilting pile plate wall earth's surface of the invention uses top-down bending moment tee section, change rate
1:0.1~1:0.2, breast boards is support with variable cross-section side pile body, using inclination arrangement.In this way, pile plate wall combines the gear to be formed
Native face is an intilted plane, is up-side down triangle or trapezoidal section of banketing on cross section, is conducive to mechanical ramming construction.Together
When, after breast boards is installed using inclination, section of banketing is shunk, embankment project amount is reduced, project cost can be reduced, work as cross
Effect becomes apparent when slope is steep.Bottom breast boards need to be placed in foundation of masonry, and basis should be embedded to ground not less than 1m.
Above-described specific embodiment, to the purpose of this utility model, technical scheme and beneficial effects carried out into
One step is described in detail, it should be understood that being not used to limit the foregoing is merely specific embodiment of the present utility model
Determine the protection scope of the utility model, within the spirit and principle of the utility model, any modification for being made equally is replaced
It changes, improve, should be included within the scope of protection of this utility model.
Claims (8)
1. a kind of tilting pile plate wall, including armored concrete soil blocking pile (1) and prefabricated breast boards (2), it is characterised in that: in institute
Armored concrete soil blocking pile (1) Roadbed Soil side is stated equipped with breast boards installation inclined-plane (3), in armored concrete soil blocking pile (1)
Breast boards installation inclined-plane (3) on be equipped with prefabricated breast boards (2), prefabricated breast boards (2) the Roadbed Soil side is provided with
Prefabricated breast boards anchoring piece (4).
2. a kind of tilting pile plate wall according to claim 1, it is characterised in that: breast boards installation inclined-plane (3)
Oblique angle is 1:0.1~0.2.
3. a kind of tilting pile plate wall according to claim 1, it is characterised in that: the prefabricated breast boards anchoring piece (4)
Including connector (5) and anchoring vertical plate (6), described connector (5) one end is connect with prefabricated breast boards (2), the connector (5)
The other end and anchoring vertical plate (6).
4. a kind of tilting pile plate wall according to claim 3, it is characterised in that: the connector (5) is that connection is hardened
Structure or connection rod structure.
5. a kind of tilting pile plate wall according to claim 1, it is characterised in that: the prefabricated breast boards (2) is equipped with
Drain hole.
6. a kind of tilting pile plate wall according to claim 1, it is characterised in that: install inclined-plane (3) in the breast boards
The armored concrete soil blocking pile (1) of lower end is equipped with prefabricated breast boards placing groove (7).
7. a kind of tilting pile plate wall according to claim 1, it is characterised in that: on breast boards installation inclined-plane (3)
At least two reinforcing rib mounting grooves (8) are set, is provided in the reinforcing rib mounting groove (8) and reinforces support bar (9).
8. a kind of tilting pile plate wall according to claim 7, it is characterised in that: the reinforcement support bar (9) with it is prefabricated
Breast boards (2) is structure as a whole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820960897.6U CN208415297U (en) | 2018-06-21 | 2018-06-21 | A kind of tilting pile plate wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820960897.6U CN208415297U (en) | 2018-06-21 | 2018-06-21 | A kind of tilting pile plate wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208415297U true CN208415297U (en) | 2019-01-22 |
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ID=65109341
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820960897.6U Active CN208415297U (en) | 2018-06-21 | 2018-06-21 | A kind of tilting pile plate wall |
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| Country | Link |
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| CN (1) | CN208415297U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112211059A (en) * | 2020-09-22 | 2021-01-12 | 中铁二院重庆勘察设计研究院有限责任公司 | Inclined overhanging type supporting structure |
-
2018
- 2018-06-21 CN CN201820960897.6U patent/CN208415297U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112211059A (en) * | 2020-09-22 | 2021-01-12 | 中铁二院重庆勘察设计研究院有限责任公司 | Inclined overhanging type supporting structure |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190521 Address after: 610000 No. 35 Taisheng North Road, Chengdu, Sichuan Province Patentee after: Sichuan Transportation Survey and Design Research Institute Co., Ltd. Address before: 610000 No. 35 Taisheng North Road, Chengdu, Sichuan Province Patentee before: SICHUAN COMMUNICATION SURVEYING&DESIGN INSTITUTE |