CN205296211U - Hydraulic engineering retaining wall - Google Patents
Hydraulic engineering retaining wall Download PDFInfo
- Publication number
- CN205296211U CN205296211U CN201620006885.0U CN201620006885U CN205296211U CN 205296211 U CN205296211 U CN 205296211U CN 201620006885 U CN201620006885 U CN 201620006885U CN 205296211 U CN205296211 U CN 205296211U
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- Prior art keywords
- layer
- building blocks
- building block
- earth building
- retaining wall
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- Expired - Fee Related
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- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model discloses a hydraulic engineering retaining wall, including check guest gabion layer, the native building block layer of fender, concrete layer, check guest gabion layer one side is the soil layer, and soil layer upper portion is equipped with a stone layer, check guest gabion layer opposite side is equipped with and keeps off native building block layer, keep off native building block layer and pile up and form by keeping off native building block, keep off and connecting through the hold -down bars between the native building block, it is equipped with wedge face, step face, rectangular channel, triangle -shaped groove, hole to keep off native building block, be equipped with the rubble in the rectangular channel, wedge face and step shape of face be exterior angle and various corner in cheng, the triangle -shaped inslot plant of planting, the hole embeds the hold -down bars, it is equipped with concrete layer to keep off native building block layer upper portion, it is equipped with concrete layer to keep off native building block layer lower part. The utility model discloses simple structure, the practicality is strong, and the construction is simple and convenient, and the project progress is fast, and engineering cost is low, realizes the intercommunication of air and soil, protection natural environment.
Description
Technical field
This utility model belongs to hydraulic engineering technical field, particularly to a kind of retaining wall for hydraulic engineering.
Background technology
At present, retaining wall is as the structures being built in hillside fields, can be divided into by the construction features of retaining wall: gravity retaining wall, grappling plate type retaining wall, anchor retaining wall, armored concrete cantilever retaining wall, and the common form such as reinforced earth retaining wall, in order to reinforced soil slopes or stoneledge, prevent landslide, prevent soil block and stone from falling, to protect the safety of pedestrian and nearby buildings, also water and soil balance can be prevented, retaining wall material can be stone, timber, brick or iron and steel, but there are three big problems in these retaining wall materials: belongs to hard material, one is that Aquatic Ecosystem 2 is holocoenotic with land to be connected having cut off along line of slope, two is the intercommunication having cut off air and soil in domatic normal direction, makes the microorganism insecticide in soil not survive, and destroys natural environment.
Summary of the invention
The purpose of this utility model is to overcome deficiency in prior art, it is provided that a kind of retaining wall for hydraulic engineering, and simple in construction is practical, easy construction, and project progress is fast, and construction costs is low, it is achieved the intercommunication of air and soil, conservation of nature environment.
To achieve these goals, the technical solution adopted in the utility model is:
A kind of retaining wall for hydraulic engineering, including lattice guest's gabion layer, gear earth building blocks layer, concrete layer, described lattice guest's gabion layer side is soil layer, and soil layer top is provided with a rock layers, grain rock layers low permeability, and slope-protecting plant can be planted in grain rock layers top layer; Described lattice guest's gabion layer opposite side is provided with gear earth building blocks layer, by keeping off, earth building blocks is stacking to be formed described gear earth building blocks layer, connected by hold-down bars between gear earth building blocks, described gear earth building blocks is provided with lozenges, step surface, rectangular channel, vee gutter, endoporus, it is provided with rubble in described rectangular channel, improves the shearing strength of gear earth building blocks; Described lozenges and step surface form interior exterior angle and various corner, are conducive to the splicing of gear earth building blocks; Cultivated plant in described vee gutter; The built-in hold-down bars of described endoporus, fixing gear earth building blocks, improves shearing strength and the crashworthiness of gear earth building blocks; Described gear earth building blocks layer top is provided with concrete layer, and the anti-tablet rock layers landslide of top concrete layer, described gear earth building blocks layer bottom is provided with concrete layer, and concrete layer carrying in bottom keeps off earth building blocks layer and lattice guest's gabion layer gravity.
Preferably, being provided with drain pipe bottom described lattice guest's gabion layer, to prevent water from gathering after retaining wall, in order to avoid hydraulic pressure is excessive to such an extent as to retaining wall collapses.
This utility model beneficial effect compared with prior art shows: 1) this utility model simple in construction, practical, easy construction, and project progress is fast, and construction costs is low, it is achieved the intercommunication of air and soil, conservation of nature environment; 2) being provided with drain pipe bottom lattice guest gabion layer, to prevent water from gathering after retaining wall, in order to avoid hydraulic pressure is excessive to such an extent as to retaining wall collapses.
Accompanying drawing explanation
Accompanying drawing 1 is this utility model one retaining wall for hydraulic engineering structural representation;
Accompanying drawing 2 is gear earth building blocks structural representation in this utility model one retaining wall for hydraulic engineering;
In figure: 11-soil layer, 12-grain rock layers, 13-lattice guest's gabion layer, 14-concrete layer, 15-keeps off earth building blocks layer, 101-hold-down bars, 102-drain pipe, and 103-keeps off earth building blocks, 201-rectangular channel, 202-endoporus, 203-vee gutter, 204-lozenges, 205-step surface.
Detailed description of the invention
For convenience of the understanding of those skilled in the art, below in conjunction with accompanying drawing 1-2, the technical solution of the utility model is further elaborated with.
A kind of retaining wall for hydraulic engineering, including lattice guest's gabion layer 13, gear earth building blocks layer 15, concrete layer 14, described lattice guest's gabion layer 13 side is soil layer 11, and soil layer 11 top is provided with a rock layers 12, grain rock layers 12 low permeability, and slope-protecting plant can be planted in grain rock layers 12 top layer; Described lattice guest's gabion layer 13 opposite side is provided with gear earth building blocks layer 15, by keeping off, earth building blocks 103 is stacking to be formed described gear earth building blocks layer 15, connected by hold-down bars 101 between gear earth building blocks 103, described gear earth building blocks 103 is provided with lozenges 204, step surface 205, rectangular channel 201, vee gutter 203, endoporus 202, it is provided with rubble in described rectangular channel 201, improves the shearing strength of gear earth building blocks 103; Described lozenges 204 and step surface 205 form interior exterior angle and various corner, are conducive to the splicing of gear earth building blocks; Cultivated plant in described vee gutter 203; The built-in hold-down bars 101 of described endoporus 202, fixing gear earth building blocks 103, improves shearing strength and the crashworthiness of gear earth building blocks; Described gear earth building blocks layer 15 top is provided with concrete layer 14, and the anti-tablet rock layers landslide of top concrete layer, described gear earth building blocks layer 15 bottom is provided with concrete layer 14, and concrete layer carrying in bottom keeps off earth building blocks layer 15 and Ge Bin gabion layer 13 gravity.
Being provided with drain pipe 102 bottom described lattice guest's gabion layer 13, to prevent water from gathering after retaining wall, in order to avoid hydraulic pressure is excessive to such an extent as to retaining wall collapses.
Above content is only to structure example of the present utility model and explanation; described specific embodiment is made various amendment or supplements or adopt similar mode to substitute by affiliated those skilled in the art; without departing from the structure of utility model or surmount the scope that present claims book is defined, protection domain of the present utility model all should be belonged to.
Claims (2)
1. a retaining wall for hydraulic engineering, including lattice guest's gabion layer, gear earth building blocks layer, concrete layer, it is characterized in that described lattice guest's gabion layer side is soil layer, soil layer top is provided with a rock layers, described lattice guest's gabion layer opposite side is provided with gear earth building blocks layer, by keeping off, earth building blocks is stacking to be formed described gear earth building blocks layer, connected by hold-down bars between gear earth building blocks, described gear earth building blocks is provided with lozenges, step surface, rectangular channel, vee gutter, endoporus, it is provided with rubble in described rectangular channel, described lozenges and step surface form interior exterior angle and various corner, cultivated plant in described vee gutter,The built-in hold-down bars of described endoporus, described gear earth building blocks layer top is provided with concrete layer, and described gear earth building blocks layer bottom is provided with concrete layer.
2. a kind of retaining wall for hydraulic engineering according to claim 1, it is characterised in that be provided with drain pipe bottom described lattice guest's gabion layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620006885.0U CN205296211U (en) | 2016-01-03 | 2016-01-03 | Hydraulic engineering retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620006885.0U CN205296211U (en) | 2016-01-03 | 2016-01-03 | Hydraulic engineering retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205296211U true CN205296211U (en) | 2016-06-08 |
Family
ID=56484555
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620006885.0U Expired - Fee Related CN205296211U (en) | 2016-01-03 | 2016-01-03 | Hydraulic engineering retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205296211U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109372012A (en) * | 2018-11-09 | 2019-02-22 | 安康学院 | A kind of Construction of Civil Engineering retaining wall |
| CN111236272A (en) * | 2020-01-20 | 2020-06-05 | 深圳市高山水生态园林股份有限公司 | Urban water and soil conservation slope protection anti-landslide structure |
-
2016
- 2016-01-03 CN CN201620006885.0U patent/CN205296211U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109372012A (en) * | 2018-11-09 | 2019-02-22 | 安康学院 | A kind of Construction of Civil Engineering retaining wall |
| CN109372012B (en) * | 2018-11-09 | 2020-12-08 | 安康学院 | Civil engineering construction retaining wall |
| CN111236272A (en) * | 2020-01-20 | 2020-06-05 | 深圳市高山水生态园林股份有限公司 | Urban water and soil conservation slope protection anti-landslide structure |
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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 |
Granted publication date: 20160608 Termination date: 20170103 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |