CN205604239U - Prefabricated bamboo formula dado structure in stake hole - Google Patents
Prefabricated bamboo formula dado structure in stake hole Download PDFInfo
- Publication number
- CN205604239U CN205604239U CN201620378151.5U CN201620378151U CN205604239U CN 205604239 U CN205604239 U CN 205604239U CN 201620378151 U CN201620378151 U CN 201620378151U CN 205604239 U CN205604239 U CN 205604239U
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- CN
- China
- Prior art keywords
- wall
- retaining wall
- short
- inwall
- prefabricated bamboo
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- 239000011425 bamboo Substances 0.000 title claims abstract description 41
- 235000017166 Bambusa arundinacea Nutrition 0.000 title claims abstract description 40
- 235000017491 Bambusa tulda Nutrition 0.000 title claims abstract description 40
- 241001330002 Bambuseae Species 0.000 title claims abstract description 40
- 235000015334 Phyllostachys viridis Nutrition 0.000 title claims abstract description 40
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 4
- 239000011435 rock Substances 0.000 claims description 7
- 239000000463 material Substances 0.000 abstract description 5
- 239000002699 waste material Substances 0.000 abstract description 4
- 239000002131 composite material Substances 0.000 abstract description 2
- 238000010276 construction Methods 0.000 abstract description 2
- 239000002893 slag Substances 0.000 abstract 2
- 239000004575 stone Substances 0.000 abstract 2
- 238000005516 engineering process Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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- Revetment (AREA)
Abstract
The utility model discloses a prefabricated bamboo type protecting wall structure of a pile hole, which is formed by combining a plurality of sections of short protecting walls connected by step occlusion; the short protecting wall comprises an inner wall and an outer wall, the inner wall and the outer wall are made of bamboo products, two ends of the inner wall and the outer wall are sealed, a cavity structure is arranged between the inner wall and the outer wall, stone slag is filled in the cavity, steps which can be inserted into lower end holes of the other short protecting walls are arranged at the upper ends of the other short protecting walls except the uppermost end, and bamboo tubes for draining water are uniformly distributed along the circumference of the short protecting walls. The utility model provides a more economical composite dado technical scheme for filling stone slag in the prefabricated bamboo type thin-wall cavity aiming at the problems of dado safety, economy and the like, and can better guarantee the safety requirement of the hole and save the construction cost by 1/3-1/2 compared with the traditional dado mode; adopt the utility model discloses can gather materials on the spot, can improve material utilization ratio again, and can also reduce the waste of resource.
Description
Technical field
This utility model relates to the prefabricated bamboo formula dado structure of a kind of stake holes, belongs to pile foundation engineering technical field.
Background technology
Along with developing rapidly of China's economy, nowadays all kinds of civil engineering of China is throughout every nook and cranny, the whole nation, and in civil engineering area, Daxing, uses pile foundation scheme to be difficult to avoid that.Pile foundation, in order to avoid collapse hole, usually uses concrete guard wall, mud off, steel pile casting retaining wall, uses this kind of retaining wall to there is various technology, economic dispatch problem, easily causes the waste of material, and environment is difficult to protection.
Utility model content
The purpose of this utility model is, the prefabricated bamboo formula dado structure of a kind of stake holes is provided, with under conditions of ensureing stake holes safety, use bamboo formula retaining wall to substitute existing reinforced concrete core-tube, thus reduce engineering cost, improve stock utilization, the waste of minimizing resource and overcome the deficiencies in the prior art.
The technical solution of the utility model is achieved in that
The prefabricated bamboo formula dado structure of a kind of stake holes of the present utility model is, the short retaining wall that described prefabricated bamboo formula retaining wall is connected through step by more piece combines；Short retaining wall includes inner and outer wall, inner and outer wall is bamboo product, inner and outer wall closed at both ends, it it is cavity structure between inwall and outer wall, rock ballast it is filled with in cavity, it is designed with being plugged on the step in stomidium under another short retaining wall in the upper end of the short retaining wall of remaining in addition to the top, is uniformly distributed with the bamboo trunk for drain water along the circumference at short retaining wall.
Aforementioned step is positioned at the outside of short retaining wall upper port.
In the prefabricated bamboo formula dado structure of aforementioned stake holes, the outer wall of the short retaining wall that described more piece is connected through step remaining short retaining wall in addition to the top is straight-tube shape, and inwall is cone cylinder shape.
In the prefabricated bamboo formula dado structure of aforementioned stake holes, described inwall is little, cone cylinder shape that end opening is big suitable for reading.
It is provided with flange in aforementioned prefabricated bamboo formula retaining wall short retaining wall upper end topmost.
It is provided with one section of straight tube hole in the inwall of aforementioned prefabricated bamboo formula retaining wall short retaining wall topmost.
Owing to have employed technique scheme, this utility model is compared with prior art, this utility model is for retaining wall safety, economic dispatch problem, the composite wall-protecting technical scheme of rock ballast is filled in providing a kind of prefabricated bamboo formula thin wall cavity more saved, through test and field experimentation application attestation, this utility model can preferably ensure the safety requirements in hole, and can save construction costs 1/3～1/2 than traditional retaining wall mode；Additionally, use this utility model to gather materials on the spot, can improve again stock utilization, and can also reduce the waste of resource, therefore, application of the present utility model complies fully with the spiritual requirement that national energy-saving reduces discharging.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model；
Fig. 2 is schematic appearance of the present utility model；
Fig. 3 be short retaining wall of the present utility model be combined into stake holes prefabricated bamboo formula dado structure use time structural representation.
The short retaining wall of being labeled as in figure: 1-, 2-step, 3-inwall, 4-outer wall, 5-cavity, 6-rock ballast, 7-bamboo trunk, 8-flange, 9-straight tube hole.
Detailed description of the invention
The utility model is described in further detail with embodiment below in conjunction with the accompanying drawings, but not as to any restriction of the present utility model.
The prefabricated bamboo formula dado structure of a kind of stake holes of the present utility model, as shown in Figure 1, Figure 2 and Figure 3, the short retaining wall 1 that described prefabricated bamboo formula retaining wall is connected through step 2 by more piece combines；Short retaining wall 1 includes inwall 3 and outer wall 4, inwall 3 and outer wall 4 are bamboo product, inwall 3 and outer wall 4 closed at both ends, it it is cavity 5 structure between inwall 3 and outer wall 4, rock ballast 6 it is filled with in cavity 5, it is designed with the step 2 that can be plugged in another 1 time stomidium of short retaining wall in the upper end of the short retaining wall of remaining in addition to the top 1, is uniformly distributed with the bamboo trunk 7 for drain water along the circumference at short retaining wall 1；Its step 2 is positioned at the outside of short retaining wall 1 upper port；The outer wall 4 of the short retaining wall 1 that described more piece is connected through step 2 remaining short retaining wall 1 in addition to the top is straight-tube shape, and inwall 3 is cone cylinder shape, and its inwall 3 is little, cone cylinder shape that end opening is big suitable for reading；In order to more securely be connected with ground, make in prefabricated bamboo formula retaining wall short retaining wall 1 upper end topmost and have flange 8；In order to preferably consolidate stake, can make in the inwall 3 of prefabricated bamboo formula retaining wall short retaining wall 1 topmost and have one section of straight tube hole 9.
Embodiment
As depicted in figs. 1 and 2, the pile wall that this example is made up of prefabricated bamboo formula cavity retaining wall and rock ballast, vertically it is mutually twisted on step 2 including the short retaining wall of more piece 1 and links into an integrated entity, the quantity being connected the short retaining wall 1 used can determine according to the length of stake, often save and be the most all evenly equipped with bamboo trunk 7 on short retaining wall 1, bamboo trunk 7 is for draining, the inwall 3 of short retaining wall 1 is circular cone tubular, outer wall 4 is straight-tube shape, inwall 3 and outer wall 4 all use existing bamboo material to make, during making, cavity 5 structure is produced between inwall 3 and outer wall 4, then in cavity 5, fill full rock ballast 6, a upper end saving short retaining wall 1 topmost is fabricated to flange 8, and in the inwall 3 of the short retaining wall 1 of topmost one joint, produce one section of straight tube hole 9, the length in straight tube hole 9 can according to use it needs to be determined that.
Claims (6)
1. the prefabricated bamboo formula dado structure of a stake holes, it is characterised in that: the short retaining wall (1) that described prefabricated bamboo formula retaining wall is connected through step (2) by more piece combines；Short retaining wall (1) includes inwall (3) and outer wall (4), inwall (3) and outer wall (4) are bamboo product, inwall (3) and outer wall (4) closed at both ends, it it is cavity (5) structure between inwall (3) and outer wall (4), rock ballast (6) it is filled with in cavity (5), it is designed with being plugged on the step (2) in stomidium under another short retaining wall (1) in the upper end of the short retaining wall of remaining in addition to the top (1), is uniformly distributed with the bamboo trunk (7) for drain water along the circumference at short retaining wall (1).
The most prefabricated bamboo formula dado structure of stake holes, it is characterised in that: described step (2) is positioned at the outside of short retaining wall (1) upper port.
The most prefabricated bamboo formula dado structure of stake holes, it is characterised in that: the outer wall (4) of the short retaining wall (1) that described more piece is connected through step (2) remaining short retaining wall (1) in addition to the top is straight-tube shape, and inwall (3) is cone cylinder shape.
The most prefabricated bamboo formula dado structure of stake holes, it is characterised in that: described inwall (3) is little, cone cylinder shape that end opening is big suitable for reading.
The most prefabricated bamboo formula dado structure of stake holes, it is characterised in that: it is provided with flange (8) in short retaining wall (1) upper end of prefabricated bamboo formula retaining wall the top.
The most prefabricated bamboo formula dado structure of stake holes, it is characterised in that: in the inwall (3) of prefabricated bamboo formula retaining wall short retaining wall (1) topmost, it is provided with one section of straight tube hole (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620378151.5U CN205604239U (en) | 2016-04-29 | 2016-04-29 | Prefabricated bamboo formula dado structure in stake hole |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620378151.5U CN205604239U (en) | 2016-04-29 | 2016-04-29 | Prefabricated bamboo formula dado structure in stake hole |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205604239U true CN205604239U (en) | 2016-09-28 |
Family
ID=56967864
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620378151.5U Active CN205604239U (en) | 2016-04-29 | 2016-04-29 | Prefabricated bamboo formula dado structure in stake hole |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205604239U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107326901A (en) * | 2016-04-29 | 2017-11-07 | 中国电建集团贵阳勘测设计研究院有限公司 | Prefabricated bamboo formula dado in stake hole |
-
2016
- 2016-04-29 CN CN201620378151.5U patent/CN205604239U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107326901A (en) * | 2016-04-29 | 2017-11-07 | 中国电建集团贵阳勘测设计研究院有限公司 | Prefabricated bamboo formula dado in stake hole |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |