CN207672515U - A kind of gardens Single row pillars bank structure - Google Patents
A kind of gardens Single row pillars bank structure Download PDFInfo
- Publication number
- CN207672515U CN207672515U CN201721634056.8U CN201721634056U CN207672515U CN 207672515 U CN207672515 U CN 207672515U CN 201721634056 U CN201721634056 U CN 201721634056U CN 207672515 U CN207672515 U CN 207672515U
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- inclined hole
- prefabricated post
- ladder counterbore
- single row
- permeable
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Abstract
The utility model discloses a kind of gardens Single row pillars bank structures, include be staggered along embankment the direction pin and prefabricated post of the embedded soil body, the hollow formation ladder counterbore of prefabricated post, the madial wall of the prefabricated post is formed with pours inclined hole with what ladder counterbore was connected, the lateral wall of the prefabricated post is equipped with the permeable inclined hole being connected with ladder counterbore, the height for pouring inclined hole is less than the height of permeable inclined hole, the direction for pouring inclined hole is to be tilted upward towards ladder counterbore, the direction of the permeable inclined hole be towards ladder counterbore diagonally downward, pin and prefabricated post interlock dense arrangement in embankment side formation bank protection structure, the ladder counterbore lower half portion joints cement mortar of prefabricated post, cement mortar injects the bank protection soil body through inclined hole is poured, the bank protection soil body is reinforced to a certain extent, ensure prefabricated column stability simultaneously.Ladder counterbore top half planting aquatic plants, the water plant of growth can cover prefabricated post and form ecological bank protection, reduce the influence to natural landscape.
Description
Technical field
The utility model is related to gardens bank structure technical field, more particularly to a kind of gardens Single row pillars bank structure.
Background technology
With the fast development of society, traditional water conservancy dyke-fortification work institute is to river ecological environment, landscape diversity etc.
Caused by destroy with river meeting people leisure, entertainment requirements, especially to the protection of important river habitat etc.
Contradiction is increasingly deepened.The forms bank protections such as existing river levee structure generally use grouts, laid dry stone, concrete are keeping levee slope
Stable structure, preventing erosion etc. plays a role, but the cost of this kind of river levee structure is relatively high, maintenance difficulties
Greatly, harmful effect is generated to landscape, environment and ecology to varying degrees.
Utility model content
The technical problem to be solved by the utility model is to provide a kind of low cost, the gardens Single row pillars embankments of ecological, environmental protective
Structure.
Used technical solution to solve above-mentioned technical problem:A kind of gardens Single row pillars bank structure, including along embankment
Direction is staggered the pin and prefabricated post of the embedded soil body, the hollow formation ladder counterbore of prefabricated post, the prefabricated post it is interior
Side wall is formed with the inclined hole that pours being connected with ladder counterbore, and the lateral wall of the prefabricated post is equipped with to be connected with ladder counterbore
Permeable inclined hole, the height for pouring inclined hole are less than the height of permeable inclined hole, and the direction for pouring inclined hole is towards ladder counterbore
Tilt upward, the direction of the permeable inclined hole be towards ladder counterbore diagonally downward.
Further, end extends outward to form the flange being engaged by clamping with adjacent pin at left and right sides of the prefabricated post.
Further, the aperture of the permeable inclined hole is 5-10mm, and the aperture for pouring inclined hole is 50-70mm.
Further, described to pour inclined hole array distribution.
Further, the pin and prefabricated column outer wall are additionally provided with wire tying and fix.
Advantageous effect:In this gardens Single row pillars bank structure, pin and prefabricated post dense arrangement of interlocking are formed on embankment side
Bank protection structure, the ladder counterbore lower half portion joints cement mortar of prefabricated post, cement mortar are protected through inclined hole injection is poured
The slope soil body to a certain extent reinforces the bank protection soil body, while ensureing prefabricated column stability.Ladder counterbore top half is planted
Water plant, the water plant of growth can cover prefabricated post and form ecological bank protection, reduce the influence to natural landscape.
Description of the drawings
The utility model is described further with reference to the accompanying drawings and examples;
Fig. 1 is the side view of the utility model embodiment;
Fig. 2 is the vertical view of the utility model embodiment;
Fig. 3 is the structural schematic diagram of prefabricated post in the utility model embodiment.
Specific implementation mode
Referring to figs. 1 to Fig. 3, a kind of gardens Single row pillars bank structure of the utility model, including be staggered along embankment direction
The pin 10 and prefabricated post 20 of the embedded soil body, pin 10 are conventional anti-corrosion timber, and 20 center hollow of prefabricated post forms ladder counterbore
21, the madial wall of prefabricated post 20 be formed be connected with the lower half portion of ladder counterbore 21 pour inclined hole 22, pour inclined hole 22
Array distribution, 20 madial wall of prefabricated post are contacted with the bank protection soil body, and 20 lateral wall of prefabricated post is contacted with water body, the outside of prefabricated post 20
Wall is equipped with the permeable inclined hole 23 being connected with ladder counterbore 21, wherein the direction for pouring inclined hole 22 is to be tilted towards ladder counterbore 21
Upwards, the direction of permeable inclined hole 23 be towards ladder counterbore 21 diagonally downward, 21 lower half portion joints cement mortar of ladder counterbore, water
Cement mortar injects the bank protection soil body through inclined hole 22 is poured, and is reinforced to a certain extent to the bank protection soil body, while ensureing prefabricated post
Stability.21 top half planting aquatic plants of ladder counterbore, the water plant of growth can cover prefabricated post and form eco-embankment
Bank protection reduces the influence to natural landscape, moreover, the water plant that the permeable inclined hole 23 being in tilted layout can be thereto provides water
Point.
Preferably, 20 left and right sides end of prefabricated post has extended outward to form flange 24, flange 24 and adjacent pin 10
It is mutually clamped so that adjacent pin 10 is linked together with prefabricated post 20, and wire bundle is additionally provided in pin 10 and 20 outer wall of prefabricated post
It pricks and fixes, so effectively improve bank structure stability and erosion resistibility.
Wherein, the aperture of permeable inclined hole 23 is preferably 5-10mm, and the aperture for pouring inclined hole 22 is preferably 50-70mm.
The embodiment of the utility model is explained in detail above in conjunction with attached drawing, but the utility model is not limited to
State embodiment, the technical field those of ordinary skill within the scope of knowledge, this practicality can also not departed from
Various changes can be made under the premise of novel objective.
Claims (5)
1. a kind of gardens Single row pillars bank structure, it is characterised in that:It include the pin of the embedded soil body of being staggered along embankment direction
And prefabricated post, the hollow formation ladder counterbore of prefabricated post, the madial wall of the prefabricated post is formed with to be connected with ladder counterbore
Pour inclined hole, the lateral wall of the prefabricated post is equipped with the permeable inclined hole being connected with ladder counterbore, the height for pouring inclined hole
Degree is less than the height of permeable inclined hole, and the direction for pouring inclined hole is to be tilted upward towards ladder counterbore, the side of the permeable inclined hole
To for towards ladder counterbore diagonally downward.
2. Single row pillars bank structure in gardens according to claim 1, it is characterised in that:At left and right sides of the prefabricated post end to
Outer extension is formed with the flange being engaged by clamping with adjacent pin.
3. Single row pillars bank structure in gardens according to claim 1, it is characterised in that:The aperture of the permeable inclined hole is 5-
10mm, the aperture for pouring inclined hole are 50-70mm.
4. Single row pillars bank structure in gardens according to claim 1, it is characterised in that:It is described to pour inclined hole array distribution.
5. Single row pillars bank structure in gardens according to claim 1, it is characterised in that:The pin and prefabricated column outer wall are also
It is fixed equipped with wire tying.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721634056.8U CN207672515U (en) | 2017-11-29 | 2017-11-29 | A kind of gardens Single row pillars bank structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721634056.8U CN207672515U (en) | 2017-11-29 | 2017-11-29 | A kind of gardens Single row pillars bank structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN207672515U true CN207672515U (en) | 2018-07-31 |
Family
ID=62965780
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201721634056.8U Active CN207672515U (en) | 2017-11-29 | 2017-11-29 | A kind of gardens Single row pillars bank structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN207672515U (en) |
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2017
- 2017-11-29 CN CN201721634056.8U patent/CN207672515U/en active Active
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