CN218060205U - Flexible energy dissipation structure of notch cuttype of quick construction - Google Patents
Flexible energy dissipation structure of notch cuttype of quick construction Download PDFInfo
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- CN218060205U CN218060205U CN202221802882.XU CN202221802882U CN218060205U CN 218060205 U CN218060205 U CN 218060205U CN 202221802882 U CN202221802882 U CN 202221802882U CN 218060205 U CN218060205 U CN 218060205U
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Abstract
The utility model discloses a flexible dissipation structure of notch cuttype of quick construction, including the basal layer, the upper surface equipment of basal layer has flexible dissipation bottom plate of notch cuttype, and one side of flexible dissipation bottom plate of notch cuttype is provided with the delivery port, the equal gomphosis delivery port side wall in both sides of delivery port bottom plate, and one side that two sets of delivery port side walls carried on the back mutually all piles up and have first flexible barricade of notch cuttype, and the both sides of delivery port bottom plate one end correspond the delivery port side wall and pile up and have two sets of second flexible barricades of notch cuttype, the utility model discloses a with the on-the-spot direct graticule mesh of ligature different specifications of finished product net piece, replaced the mix of concrete, pour, process such as maintenance and ligature or the mortar mix of masonry structure, process such as layering build, maintenance, can change, standardized operation fast, construction period shortens greatly, can adapt to the topography change again and subduct rivers energy layer upon layer, has weakened the washing of rivers and has eluded the brush, reduces the soil erosion and runs off.
Description
Technical Field
The utility model belongs to the technical field of the rivers energy dissipation, a notch cuttype flexible structure of quick construction is related to, belongs to the improvement version of surface current energy dissipation.
Background
At present, due to the fact that large water flow scouring is conducted on the upstream and downstream, and the riverbed is weak in anti-impact capacity, a reasonable and reliable energy dissipation structure needs to be adopted for protection and absorption. The commonly used energy dissipation modes comprise bottom flow energy dissipation, trajectory flow energy dissipation, surface flow energy dissipation, special energy dissipaters (added pier steep grooves, energy dissipation grids, wave absorbing rows (beams) and the like.
Present energy dissipation structure is mostly the concrete, reinforced concrete, stereoplasm structures such as masonry, need carry out the ground processing, the founding mould, concreting, the maintenance detects, the work progress is more, the engineering time is long, construction and management and protection require highly, every link is handled not good can all influence energy dissipation structure's security, the inhomogeneous settlement of ground often can arouse the drawing crack of structure, the settlement, and then destroy energy dissipation structure's wholeness and energy dissipation effect, consequently, energy dissipation structure commonly used at present, construction requirement control is tight, the engineering time is long, the process is many, ground structure and treatment degree are to energy dissipation structure's stability, the security influences greatly, the demand to the flexible energy dissipation structure of quick construction is increasing urgent.
Improvements are needed to address the above problems.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a flexible dissipation structure of notch cuttype of quick construction to solve the problem that above-mentioned background art provided.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a flexible dissipation structure of notch cuttype of quick construction, includes the foundation layer, the upper surface equipment of foundation layer has flexible dissipation bottom plate of notch cuttype, flexible dissipation bottom plate of notch cuttype is the notch cuttype layering and loads and put, the ladder slope can be 1:0.5-1:2.0, one side of notch cuttype flexible energy dissipation bottom plate is provided with the delivery port, the delivery port includes delivery port side wall and delivery port bottom plate, the equal gomphosis in both sides of delivery port bottom plate the delivery port side wall is two sets of first step-type flexible barricade has all been piled up to one side that the delivery port side wall was carried on the back mutually, the both sides of delivery port bottom plate one end correspond the delivery port side wall is piled up and is had two sets of second step-type flexible barricade, second step-type flexible barricade corresponds notch cuttype flexible energy dissipation bottom plate's the form of putting is put.
Preferably, the water outlet side walls can be arranged in a vertical or stepped manner according to the landforms of the two slope surfaces.
Preferably, the height of the first step-type flexible retaining wall and the height of the second step-type flexible retaining wall are 2-4m.
Preferably, the first ladder-shaped flexible retaining wall, the second ladder-shaped flexible retaining wall and the grid that the flexible energy dissipation bottom plate of notch cuttype formed through the steel wire ligature for the finished product net piece.
Preferably, the first step-shaped flexible retaining wall, the second step-shaped flexible retaining wall and the step-shaped flexible energy dissipation bottom plate are made of steel wires or lead wire mesh sheets plated with zinc-aluminum alloy.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the utility model uses the finished net sheets to be directly bound into grids with different specifications on site, thereby replacing the procedures of mixing, pouring, curing, steel bar binding and the like of concrete or the procedures of mixing, layered building, curing and the like of mortar with a stone building structure, being capable of realizing rapid and standardized operation and greatly shortening the construction period;
2. the utility model discloses a flexible energy dissipation bottom plate of notch cuttype, the flexible barricade of first ladder type and the flexible barricade of second ladder type that can adapt to the topography change subduct the rivers energy layer upon layer, have weakened washing away of rivers and have eluriated, reduce soil erosion and water loss, can form the vegetation view of nature through soil property, plant seeds etc. that hold back again, and ecological effect is good.
Drawings
FIG. 1 is a plan view of the present invention;
fig. 2 isbase:Sub>A cross-sectional view of the present inventionbase:Sub>A-base:Sub>A.
In the figure: 1. the water outlet side wall, 2, the water outlet bottom plate, 3, the flexible barricade of first ladder type, 4, the flexible energy dissipation bottom plate of ladder type, 5, the basal layer, 6, the flexible barricade of second ladder type.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Example one
Please refer to fig. 1-2, the utility model provides a flexible dissipation structure of notch cuttype of quick construction, including basic layer 5, the upper surface of basic layer 5 is assembled there is flexible dissipation bottom plate 4 of notch cuttype, and flexible dissipation bottom plate 4 of notch cuttype is the notch cuttype layering and loads and put, and the ladder slope can be 1:0.5-1:2.0, one side of the ladder-shaped flexible energy dissipation bottom plate 4 is provided with a water outlet, the water outlet comprises a water outlet side wall 1 and a water outlet bottom plate 2, two sides of the water outlet bottom plate 2 are embedded with the water outlet side wall 1, the opposite sides of the two groups of water outlet side walls 1 are all stacked with a first ladder-shaped flexible retaining wall 3, two sides of one end of the water outlet bottom plate 2 are stacked with two groups of second ladder-shaped flexible retaining walls 6 corresponding to the water outlet side walls 1, the second ladder-shaped flexible retaining walls 6 are arranged corresponding to the arrangement form of the ladder-shaped flexible energy dissipation bottom plate 4, the water outlet side walls 1 can be arranged into upright or ladder-shaped structures in layers according to the slope topography of two sides, the heights of the first ladder-shaped flexible retaining wall 3 and the second ladder-shaped flexible retaining wall 6 are 2-4m, the first ladder-shaped flexible retaining wall 3, the second ladder-shaped flexible retaining wall 6 and the ladder-shaped flexible energy dissipation bottom plate 4 are grids formed by binding finished mesh sheets, the steel wires or lead sheets are coated on the first ladder-shaped flexible retaining wall 3, the second ladder-shaped flexible retaining wall 6 and the ladder-shaped flexible energy dissipation bottom plate 4,
in the embodiment, when the foundation layer 5 is constructed, the engineering foundation is excavated to a designed elevation, and if necessary, gravel or cement soil and the like are adopted to perform replacement filling or leveling treatment according to the foundation condition, so as to provide foundation conditions for assembling the stepped flexible energy dissipation bottom plate 4;
the purchased finished net pieces are transported to the site, the paying-off is measured to determine a control point position, the finished net pieces are assembled into grids with design specifications by using steel wires with different specifications to form a stepped flexible energy dissipation bottom plate 4, then the grid pieces are transported to a working surface by using mechanical transfer, and the grids are bound and linked by using the steel wires to form different groups, the manufacturing modes of the first stepped flexible retaining wall 3 and the second stepped flexible retaining wall 6 are the same as that of the stepped flexible energy dissipation bottom plate 4, so that the overall scouring resistance is improved, and the firmness is stronger;
then filling stones in the rolled grid, and loading four edges and then loading the middle when loading and discharging stones; the big stones are tightly arranged and the small stones are filled; placing large stones outside and small stones inside layer by layer from bottom to top, filling the stones to a specified size, filling the filled grids to be full, and shaping the filled grids into square stones, wherein the selected stones can be blocky stones, pebbles or stone materials, and the stones are integral and uniform;
after stone filling is completed, the lattice net is sealed and backfilled, the lattice net is full of filled stones and is square in appearance, a top cover of the lattice net is installed in place, the lattice net and surrounding net pieces are bound and fixed through steel wires, a binding opening is firm, after lower-layer construction is completed and is checked, upper-layer lattice net construction is completed in sequence until construction tasks of the first ladder-shaped flexible retaining wall 3, the second ladder-shaped flexible retaining wall 6 and the ladder-shaped flexible energy dissipation bottom plate 4 are completed according to design requirements, water flows along a dotted line shown in the figure 2 and flows towards the direction of the ladder-shaped flexible energy dissipation bottom plate 4 from a water outlet, water flow energy is reduced layer by layer through the ladder-shaped flexible energy dissipation bottom plate 4, the first ladder-shaped flexible retaining wall 3 and the second ladder-shaped flexible retaining wall 6, scouring and scouring of water flow are weakened, and soil erosion are reduced.
After the first stepped flexible retaining wall 3, the second stepped flexible retaining wall 6 and the stepped flexible energy dissipation bottom plate 4 are constructed, the top of an area which is not usually scoured or submerged by water flow can be backfilled and compacted by planting soil or loam around a project, the minimum thickness is 0.3m, grass seeds are scattered or landscape shrubs are planted, and the ecological landscape requirement is met.
Those not described in detail in this specification are well within the skill of the art.
Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments or portions thereof without departing from the spirit and scope of the invention.
Claims (5)
1. The utility model provides a flexible dissipation structure of notch cuttype of quick construction, includes foundation bed (5), its characterized in that: the upper surface equipment of basic unit (5) has notch cuttype flexible energy dissipation bottom plate (4), notch cuttype flexible energy dissipation bottom plate (4) are notch cuttype layering and fill and put, and the ladder slope can be 1:0.5-1:2.0, one side of notch cuttype flexible energy dissipation bottom plate (4) is provided with the delivery port, the delivery port includes delivery port side wall (1) and delivery port bottom plate (2), the equal gomphosis in both sides of delivery port bottom plate (2) delivery port side wall (1), two sets of delivery port side wall (1) one side of carrying on the back mutually all is piled up and is built first step-type flexible barricade (3), the both sides of delivery port bottom plate (2) one end correspond delivery port side wall (1) is piled up and is built two sets of second step-type flexible barricades (6), second step-type flexible barricade (6) correspond the form of putting of notch cuttype flexible energy dissipation bottom plate (4) is put.
2. The rapid construction stepped flexible energy dissipation structure according to claim 1, characterized in that: the water outlet side walls (1) can be arranged vertically or in a step shape in a layered mode according to the landforms of the two slope surfaces.
3. The quick construction stepped flexible energy dissipation structure of claim 1, wherein: the height of the first step-shaped flexible retaining wall (3) and the height of the second step-shaped flexible retaining wall (6) are 2-4m.
4. The quick construction stepped flexible energy dissipation structure of claim 1, wherein: first step-shaped flexible barricade (3) second step-shaped flexible barricade (6) and the graticule mesh that step-shaped flexible energy dissipation bottom plate (4) formed through the steel wire ligature for the finished product net piece.
5. The quick construction stepped flexible energy dissipation structure of claim 1, wherein: the flexible retaining wall of first ladder type (3), the flexible retaining wall of second ladder type (6) and the material of flexible energy dissipation bottom plate of ladder type (4) is for plating zinc-aluminum alloy's steel wire or plumbous silk screen piece.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221802882.XU CN218060205U (en) | 2022-07-14 | 2022-07-14 | Flexible energy dissipation structure of notch cuttype of quick construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221802882.XU CN218060205U (en) | 2022-07-14 | 2022-07-14 | Flexible energy dissipation structure of notch cuttype of quick construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218060205U true CN218060205U (en) | 2022-12-16 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202221802882.XU Active CN218060205U (en) | 2022-07-14 | 2022-07-14 | Flexible energy dissipation structure of notch cuttype of quick construction |
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| CN (1) | CN218060205U (en) |
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2022
- 2022-07-14 CN CN202221802882.XU patent/CN218060205U/en active Active
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Zhang Zhiqiang Inventor after: Sun Shuxia Inventor after: Qin Yong Inventor after: Zheng Yunyun Inventor before: Zhang Zhiqiang Inventor before: Zhang Shuxia Inventor before: Qin Yong Inventor before: Zheng Yunyun |