CN204212165U - A kind of venetian blind type steel bar concrete link plate for afforesting based on antislide pile - Google Patents
A kind of venetian blind type steel bar concrete link plate for afforesting based on antislide pile Download PDFInfo
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- CN204212165U CN204212165U CN201420661741.XU CN201420661741U CN204212165U CN 204212165 U CN204212165 U CN 204212165U CN 201420661741 U CN201420661741 U CN 201420661741U CN 204212165 U CN204212165 U CN 204212165U
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- steel bar
- bar concrete
- link plate
- concrete link
- antislide pile
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Abstract
The utility model relates to a kind of steel bar concrete link plate, and especially a kind of venetian blind type steel bar concrete link plate for afforesting based on antislide pile, belongs to slope revegetation engineering field.The utility model comprises antislide pile, arranges some steel bar concrete link plates between antislide pile, and wherein, the lower end of steel bar concrete link plate and vertical direction are arranged by the angle being not more than 20 °, and steel bar concrete link plate and side slope form greening groove jointly.Benefit of the present utility model is, steel bar concrete link plate, while the slope body soil pressure at balance rear portion, filling planting soil for afforesting, beautifying the environment in the greening groove that jointly can also form at steel bar concrete link plate and side slope.Decrease artificial engineering vestige, reach the harmony of man and nature, and greening cost is low.Steel bar concrete link plate described in the utility model is equally applicable to fin-plate type anchored bolt retaining wall side slope consolidation projects.
Description
Technical field
The utility model relates to a kind of steel bar concrete link plate, and especially a kind of venetian blind type steel bar concrete link plate for afforesting based on antislide pile, belongs to slope revegetation engineering field.
Background technology
At present, in antislide pile side slope consolidation projects, because the steel bar concrete link plate between antislide pile is often vertical setting, thus effectively cannot afforest side slope, cause the people after slope reinforcement to be that bricklaying engineering is lofty, be unfavorable for the harmony of man and nature.
Therefore effective landscape engineering need be carried out to steel bar concrete link plate position, reduce artificial engineering vestige, reach the harmony of man and nature.
Utility model content
The purpose of this utility model is just to provide a kind of venetian blind type steel bar concrete link plate for afforesting based on antislide pile to solve the problem, can when guaranteeing steel bar concrete link plate in active balance slope body soil pressure, take into account the greening function of slope body, thus reduce artificial engineering vestige, reach the harmony of man and nature.
The utility model is achieved through the following technical solutions above-mentioned purpose:
A kind of venetian blind type steel bar concrete link plate for afforesting based on antislide pile, comprise antislide pile, be provided with some steel bar concrete link plates between antislide pile, it is characterized in that, the lower end of steel bar concrete link plate and vertical direction are arranged by the angle being not more than 20 °, and steel bar concrete link plate and side slope form greening groove jointly.
Further, on antislide pile, the position of reserved connecting reinforcement is determined according to the stressed main reinforce position in the angle of steel bar concrete link plate and steel bar concrete link plate.
Further, the length of described steel bar concrete link plate is determined according to the spacing of antislide pile, and width is 50cm, and thickness is determined according to the soil pressure at body rear portion, slope.
The beneficial effects of the utility model are:
The utility model adopts steel bar concrete link plate to arrange to be not more than 20 ° with the angle of vertical direction, and utilize reinforcing bar reserved in steel bar concrete link plate to be connected with reinforcing bar reserved between antislide pile, while the soil pressure at active balance steel bar concrete link plate rear portion, fill planting soil in the greening groove that jointly can also form at oblique steel bar concrete link plate and rear portion side slope for afforesting.Thus reduce artificial engineering vestige, reach the harmony of man and nature, and greening cost is low.
Accompanying drawing explanation
Fig. 1 is elevational schematic view of the present utility model.
Fig. 2 is sectional schematic diagram of the present utility model.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is further illustrated.
As shown in drawings, the utility model utilizes steel bar concrete link plate and vertical direction to be not more than the angle of 20 °, jointly forms greening groove with rear portion side slope, while the soil pressure at balanced steel concrete link plate rear portion, can also fill planting soil for greening in greening groove.Reduce artificial engineering vestige, reach the harmony of man and nature.
Should be noted during engineering construction following some:
1. the utility model is applicable to the slope revegetation engineering of the steel bar concrete link plate between antislide pile.
2. the length of steel bar concrete link plate is determined according to anti-slide pile spacing, and width is 50cm, and thickness is determined according to the soil pressure at body rear portion, slope.
3. antislide pile is when constructing, and need determine the position of reserved connecting reinforcement on antislide pile according to the stressed main reinforce position in the angle of steel bar concrete link plate and steel bar concrete link plate.
4., when adopting cast-in-situ reinforced concrete link plate, should first the reinforcing bar in steel bar concrete link plate be connected with the connecting reinforcement that antislide pile is reserved, casting reinforced concrete link plate more afterwards.
5. when adopting prefabricated reinforced concrete link plate, should at prefabrication process reserved connecting reinforcement on steel bar concrete link plate.And in the process of construction, first should guarantee that the reinforcing bar of steel bar concrete link plate adopts concrete to close connecting reinforcement with antislide pile being reserved after connecting reinforcement effective is connected again.
Steel bar concrete link plate described in the utility model is equally applicable to fin-plate type anchored bolt retaining wall side slope consolidation projects.
Above-mentioned detailed description of the invention is preferred embodiment of the present utility model; can not limit the utility model; other is any does not deviate from the technical solution of the utility model and the substitute mode of the change made or other equivalence, is included within protection domain of the present utility model.
Claims (3)
1. the venetian blind type steel bar concrete link plate for afforesting based on antislide pile, comprise antislide pile (1), some steel bar concrete link plates (2) are provided with between antislide pile (1), it is characterized in that, the lower end of steel bar concrete link plate (2) and vertical direction are arranged by the angle (4) being not more than 20 °, and steel bar concrete link plate (2) and side slope form greening groove (3) jointly.
2. a kind of venetian blind type steel bar concrete link plate for afforesting based on antislide pile according to claim 1, it is characterized in that, the position of the upper reserved connecting reinforcement of antislide pile (1) is determined according to the stressed main reinforce position in the angle (4) of steel bar concrete link plate (2) and steel bar concrete link plate (2).
3. a kind of venetian blind type steel bar concrete link plate for afforesting based on antislide pile according to claim 1, it is characterized in that, the length of described steel bar concrete link plate (2) is determined according to the spacing of antislide pile (1), and width is 50cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420661741.XU CN204212165U (en) | 2014-11-07 | 2014-11-07 | A kind of venetian blind type steel bar concrete link plate for afforesting based on antislide pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420661741.XU CN204212165U (en) | 2014-11-07 | 2014-11-07 | A kind of venetian blind type steel bar concrete link plate for afforesting based on antislide pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204212165U true CN204212165U (en) | 2015-03-18 |
Family
ID=52980851
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420661741.XU Expired - Fee Related CN204212165U (en) | 2014-11-07 | 2014-11-07 | A kind of venetian blind type steel bar concrete link plate for afforesting based on antislide pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204212165U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104988949A (en) * | 2015-07-27 | 2015-10-21 | 中铁二院贵阳勘察设计研究院有限责任公司 | Soil layer pile plate buttress combined retaining wall |
| CN105133543A (en) * | 2015-08-06 | 2015-12-09 | 重庆大学 | Lifting wall-mounted type ecological protection belt for hardening riverway |
| CN110965576A (en) * | 2019-11-21 | 2020-04-07 | 四川宝鑫建设有限公司 | Pile plate retaining wall construction method capable of shortening construction period |
-
2014
- 2014-11-07 CN CN201420661741.XU patent/CN204212165U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104988949A (en) * | 2015-07-27 | 2015-10-21 | 中铁二院贵阳勘察设计研究院有限责任公司 | Soil layer pile plate buttress combined retaining wall |
| CN105133543A (en) * | 2015-08-06 | 2015-12-09 | 重庆大学 | Lifting wall-mounted type ecological protection belt for hardening riverway |
| CN105133543B (en) * | 2015-08-06 | 2017-01-25 | 重庆大学 | Lifting wall-mounted type ecological protection belt for hardening riverway |
| CN110965576A (en) * | 2019-11-21 | 2020-04-07 | 四川宝鑫建设有限公司 | Pile plate retaining wall construction method capable of shortening construction period |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20150318 Termination date: 20171107 |