CN206655248U - A kind of assembly concrete empty van soil-baffling structure - Google Patents
A kind of assembly concrete empty van soil-baffling structure Download PDFInfo
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- CN206655248U CN206655248U CN201720373938.7U CN201720373938U CN206655248U CN 206655248 U CN206655248 U CN 206655248U CN 201720373938 U CN201720373938 U CN 201720373938U CN 206655248 U CN206655248 U CN 206655248U
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Abstract
The utility model provides a kind of assembly concrete empty van soil-baffling structure, including hollow-core construction casing, bottom plate and packing material.Hollow-core construction casing is sequentially connected by left side wall, front side wall, right side wall and rear wall and formed, and the inner chamber of casing is equipped with packing material；On bottom plate, multiple hollow-core construction casings form vertical and laterally stacked layer；In vertical stack layer, the bottom width of upper strata hollow-core construction casing is less than the top width of adjacent lower hollow-core construction casing, and in laterally stacked layer, the connected side wall of adjacent hollow structure casing is provided with groove or tenon.Empty van soil-baffling structure of the present utility model have construction quality is reliable, labor intensity is low, the construction period is short, mechanization degree is high, low engineering cost, construction working face are small, energy-conserving and environment-protective, maintenance management low cost and other advantages topic.
Description
Technical field
Bank protection, shore protection product technical field are the utility model is related to, is kept off more particularly to a kind of assembly concrete empty van
Soil structure.
Background technology
In building, highway, railway, municipal administration, water conservancy, port boat engineering, many side slopes, shore protection are required for using retaining wall,
Existing retaining wall common type has：Gravity retaining wall, cantilever retaining wall, counterfort wall, tie rod anchored retaining wall.Rubble
Retaining wall needs substantial amounts of exploitation rubble, destroys vegetation, is unfavorable for environmental protection, and rubble retaining wall is to foundation bearing capacity
It is required that high, embedded depth of foundation is very big, and quantities is big, and speed of application is slow, it is necessary to substantial amounts of artificial, with labor wage and rubble price
Rise, the cost of rubble retaining wall can more and more higher.And cantilever retaining wall, counterfort wall mix for cast in situs reinforcing bar
Native retaining wall is coagulated, since it is desired that substantial amounts of template, speed of application is also slow, needs input substantial amounts of artificial at the construction field (site).Anchor pole
The soil-baffling structure of formula retaining wall is assembled at the scene by reinforced concrete upright column, metope, reinforcing pull rod and anchor plate, is related to a large amount of
Component, construction procedure is cumbersome, and reinforcing pull rod easily gets rusty, and the scope of application is small.
Bank protection, the building industry degree of bank-protection works are relatively low at present, construct more using cast-in-place system, often only take into account
Reduce the one-time investment of engineering as far as possible, and have ignored bank protection, shore protection builds up the input and knot of later maintenance management expense
Service life of structure etc., a large amount of human and material resources will shortly be put into and carry out reparation dimension every year by as a result causing some engineerings to be built up
Shield, or even development can not finally be repaired and can only reconstructed.Simultaneously also there is work in the system in engineering construction
Intensity is big, the construction period is long, mechanization degree is low, Project Cost Control difficulty is big, construction working face is big, environmental disruption is serious,
The defects of construction quality is difficult to obtain Reliable guarantee, maintenance management cost is high.
The content of the invention
To overcome problem above, the utility model proposes a kind of construction quality is reliable, labor intensity is low, the construction period is short,
The assembly concrete that mechanization degree height, low engineering cost, construction working face are small, energy-conserving and environment-protective, maintenance management cost are low is empty
Case soil-baffling structure, exist in the form of solving the problems, such as existing retaining wall.
To solve technical problem, the utility model is realized in the following way：
A kind of assembly concrete empty van soil-baffling structure, including hollow-core construction casing, bottom plate and packing material, it is described hollow
Structure casing is sequentially connected by left side wall, front side wall, right side wall and rear wall and formed, and the inner chamber of casing is equipped with packing material；
On the bottom plate, multiple hollow-core construction casings form vertical and laterally stacked layer；In vertical stack layer, the hollow knot in upper strata
The bottom width of structure casing is less than the top width of adjacent lower hollow-core construction casing, in laterally stacked layer, adjacent vacant hearty cord
The connected side wall of structure casing is provided with groove or tenon.
The sidewall bottom for being preferably located at the hollow-core construction casing of the bottom is provided with matrix notch.
Preferably, in vertical stack layer, neighbouring hollow-core construction casing connecting place is provided with detent and positioning
Tongue.
Preferably, in laterally stacked layer, the connected side wall of adjacent hollow structure casing is provided with connecting hole.
Preferably, the front side wall of the hollow-core construction casing gradually tilts with rear wall from bottom to box house, described
The left side wall of hollow-core construction casing and right side wall are vertical plane.
Preferably, the packing material is concrete, soil or building waste.
Preferably, the front side wall surface of the hollow-core construction casing is provided with decorative stripe.
Preferably, the top of the empty van soil-baffling structure is provided with more than two lifting mount points.
Preferably, the front side wall of the hollow-core construction casing and rear wall are provided with spilled water hole.
Preferably, the bottom plate is precast concrete or cast-in-place concrete.
The beneficial effects of the utility model are：
1st, the problem of can avoiding existing using field cast-in-place construction soil-baffling structure.
2nd, the construction period can be shortened by prefabrication, the mode of on-site consolidation, reduces earth excavation backfill amount, saved
Construction cost.
3rd, fill concrete, soil or building waste in empty van structure, construction costs can be reduced, digests building waste, top
Vegetation can be planted after casing backfill, meets green requirement.
4th, spliced between casing by groove and tenon, overall stress can be formed, it is structural good.
5th, cabinet front wall sets ornamental lines, has good landscape effect.
6th, when multiple hollow-core construction casings are vertically stacked into multilayer, undermost hollow-core construction wall box bottom is provided with recessed
Type groove mouth, when being filled concrete in the inner chamber to hollow-core construction casing, concrete can be made to be kept off in assembly concrete empty van
The bottom of soil structure flows freely, and assembly concrete empty van soil-baffling structure is formed an entirety after concrete setting, significantly
Improve the stability of structure.
7th, set bottom plate effectively can carry out leveling when stacking to hollow-core construction casing, keep its horizontal and integrally-built
Stability.
Brief description of the drawings
Fig. 1 is a kind of schematic diagram of assembly concrete empty van soil-baffling structure of the utility model；
Fig. 2 is a kind of side schematic view of assembly concrete empty van soil-baffling structure of the utility model；
Fig. 3 is the structural representation of the single hollow-core construction casing of the utility model.
Embodiment
Below in conjunction with preferred embodiment, to embodiment provided by the utility model, details are as follows.
As shown in figure 1, a kind of assembly concrete empty van soil-baffling structure of the present embodiment, including bottom plate 2, multiple hollow knots
The vertical and horizontal stack layer and the backfilling material 3 in the inner chamber of hollow-core construction casing 1 that structure casing 1 forms.Hollow-core construction casing 1
Be sequentially connected and formed by left side wall, front side wall, right side wall and rear wall, the backfilling material 3 of cabinets cavity can be concrete or
The material such as soil or building waste.Bottom plate 2 is precast concrete or cast-in-place concrete.The front side wall surface of hollow-core construction casing 1 is set
Decorative stripe 4 is equipped with, spilled water hole 9 is equipped with its front side wall and rear wall.
When multiple hollow-core construction casings 1 are vertically stacked into multilayer, referring to Fig. 2, in neighbouring hollow box body, upper strata is empty
The bottom width of core structure casing 1 is less than the top width of lower floor's hollow box body 1, the front side wall and rear side of hollow-core construction casing 1
Wall gradually tilts from bottom to box house, forms that top is small following big trapezoidal, and its left side wall and right side wall are vertical plane.
Matrix notch 5 is provided with the undermost sidewall bottom of hollow-core construction casing 1.When the inner chamber to hollow-core construction casing 1 is filled
During concrete, the matrix notch 5 can be such that concrete is flowed freely in the bottom of empty van soil-baffling structure, make to have leisure after concrete setting
Case soil-baffling structure forms an entirety.In the top of hollow-core construction casing 1 or bottom, provided with one or more detents 6 or
Tenon 5 is positioned, for carrying out location and installation.
Multiple hollow-core construction casings 1 it is laterally stacked into multilayer when, the connected side wall of adjacent hollow structure casing 1 is provided with recessed
Groove 7 or tenon 8 (see Fig. 3), two hollow box bodies are attached by groove 7 and tenon 8.Positioned at the Far Left and most of level course
The left side wall or right side wall of the hollow box body on the right can be not provided with groove 7 or tenon 8.Can in the side wall of hollow-core construction casing 1
Provided with the connecting hole 10 connected for adjacent hollow structure casing.Adjacent hollow structure casing 1 can use the locksets such as crab-bolt to pass through
Connecting hole 10 connects two-by-two.
In addition, the top of hollow-core construction casing 1 can be provided with many two lifting mount points, convenient construction.
Claims (10)
1. a kind of assembly concrete empty van soil-baffling structure, including hollow-core construction casing, bottom plate and packing material, its feature exist
In the hollow-core construction casing is sequentially connected by left side wall, front side wall, right side wall and rear wall to be formed, and the inner chamber of casing is equipped with
Packing material；On the bottom plate, multiple hollow-core construction casings form vertical and laterally stacked layer；In vertical stack layer
In, the bottom width of upper strata hollow-core construction casing is less than the top width of adjacent lower hollow-core construction casing, in laterally stacked layer
In, the connected side wall of adjacent hollow structure casing is provided with groove or tenon.
2. a kind of assembly concrete empty van soil-baffling structure according to claim 1, it is characterised in that positioned at the bottom
The sidewall bottom of hollow-core construction casing is provided with matrix notch.
3. a kind of assembly concrete empty van soil-baffling structure according to claim 1, it is characterised in that in vertical stack layer
In, neighbouring hollow-core construction casing connecting place is provided with detent and positioning convex groove.
4. a kind of assembly concrete empty van soil-baffling structure according to claim 1, it is characterised in that in laterally stacked layer
In, the connected side wall of adjacent hollow structure casing is provided with connecting hole.
A kind of 5. assembly concrete empty van soil-baffling structure according to claim 1, it is characterised in that the hollow-core construction
The front side wall of casing gradually tilts with rear wall from bottom to box house, the left side wall and right side wall of the hollow-core construction casing
For vertical plane.
A kind of 6. assembly concrete empty van soil-baffling structure according to claim 1, it is characterised in that the packing material
For concrete, soil or building waste.
A kind of 7. assembly concrete empty van soil-baffling structure according to claim 1, it is characterised in that the hollow-core construction
The front side wall surface of casing is provided with decorative stripe.
A kind of 8. assembly concrete empty van soil-baffling structure according to claim 1, it is characterised in that the empty van earth-retaining
The top of structure is provided with more than two lifting mount points.
A kind of 9. assembly concrete empty van soil-baffling structure according to claim 1, it is characterised in that the hollow-core construction
The front side wall and rear wall of casing are provided with spilled water hole.
10. a kind of assembly concrete empty van soil-baffling structure according to claim 1, it is characterised in that the bottom plate is
Precast concrete or cast-in-place concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720373938.7U CN206655248U (en) | 2017-04-11 | 2017-04-11 | A kind of assembly concrete empty van soil-baffling structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720373938.7U CN206655248U (en) | 2017-04-11 | 2017-04-11 | A kind of assembly concrete empty van soil-baffling structure |
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| Publication Number | Publication Date |
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| CN206655248U true CN206655248U (en) | 2017-11-21 |
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| CN201720373938.7U Active CN206655248U (en) | 2017-04-11 | 2017-04-11 | A kind of assembly concrete empty van soil-baffling structure |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107761759A (en) * | 2017-12-04 | 2018-03-06 | 建华建材（安徽）有限公司 | A kind of L-type concrete guard wall |
| CN108166524A (en) * | 2018-01-23 | 2018-06-15 | 湖南工业大学 | Administer a wide range of, engineering method of tall earth fill and its thin-walled box type retaining wall |
| CN108385716A (en) * | 2018-02-28 | 2018-08-10 | 南平市永拓工程有限公司 | A kind of prefabricated assembled concrete box gravity retaining wall structure and its construction method |
| CN108867689A (en) * | 2018-08-21 | 2018-11-23 | 中铁二院工程集团有限责任公司 | Fully-prefabricated assembled green retaining wall and construction method |
| CN109208632A (en) * | 2018-10-19 | 2019-01-15 | 田海清 | A kind of precast hollow module block type concrete retaining wall |
| CN110241849A (en) * | 2019-07-03 | 2019-09-17 | 中交第二公路勘察设计研究院有限公司 | A kind of assembled concrete case retaining wall and its construction method |
| CN110747888A (en) * | 2019-10-28 | 2020-02-04 | 中铁二院工程集团有限责任公司 | Assembly gravity type retaining wall structure and construction method |
| CN113638359A (en) * | 2021-08-13 | 2021-11-12 | 清华珠三角研究院 | Protection device for preventing coast erosion and construction process thereof |
| CN115162349A (en) * | 2022-06-30 | 2022-10-11 | 江西省城建集团有限公司 | Method for excavation supporting and water drop stopping of near-river sinking tunnel foundation pit |
-
2017
- 2017-04-11 CN CN201720373938.7U patent/CN206655248U/en active Active
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107761759A (en) * | 2017-12-04 | 2018-03-06 | 建华建材（安徽）有限公司 | A kind of L-type concrete guard wall |
| CN107761759B (en) * | 2017-12-04 | 2024-04-26 | 建华建材（安徽）有限公司 | L-shaped concrete retaining wall |
| CN108166524A (en) * | 2018-01-23 | 2018-06-15 | 湖南工业大学 | Administer a wide range of, engineering method of tall earth fill and its thin-walled box type retaining wall |
| CN108385716A (en) * | 2018-02-28 | 2018-08-10 | 南平市永拓工程有限公司 | A kind of prefabricated assembled concrete box gravity retaining wall structure and its construction method |
| CN108867689A (en) * | 2018-08-21 | 2018-11-23 | 中铁二院工程集团有限责任公司 | Fully-prefabricated assembled green retaining wall and construction method |
| CN109208632A (en) * | 2018-10-19 | 2019-01-15 | 田海清 | A kind of precast hollow module block type concrete retaining wall |
| CN110241849A (en) * | 2019-07-03 | 2019-09-17 | 中交第二公路勘察设计研究院有限公司 | A kind of assembled concrete case retaining wall and its construction method |
| CN110747888A (en) * | 2019-10-28 | 2020-02-04 | 中铁二院工程集团有限责任公司 | Assembly gravity type retaining wall structure and construction method |
| CN113638359A (en) * | 2021-08-13 | 2021-11-12 | 清华珠三角研究院 | Protection device for preventing coast erosion and construction process thereof |
| CN113638359B (en) * | 2021-08-13 | 2023-01-17 | 清华珠三角研究院 | Protection device for preventing coast erosion and construction process thereof |
| CN115162349A (en) * | 2022-06-30 | 2022-10-11 | 江西省城建集团有限公司 | Method for excavation supporting and water drop stopping of near-river sinking tunnel foundation pit |
| CN115162349B (en) * | 2022-06-30 | 2023-09-19 | 江西省城建集团有限公司 | Foundation pit excavation supporting structure of tunnel sinking towards river and water stopping method |
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| GR01 | Patent grant | ||
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| CP01 | Change in the name or title of a patent holder |
Address after: No. 2, Lihua North Road, Changzhou, Jiangsu Province, Jiangsu Co-patentee after: Jianhua building materials (China) Co.,Ltd. Patentee after: Jiangsu Changzhou Sea-Route Management Bureau Co-patentee after: CHINA DESIGN GROUP Co.,Ltd. Co-patentee after: JIANGSU PROVINCIAL TRANSPORTATION ENGINEERING GROUP CO.,LTD. Address before: No. 2, Lihua North Road, Changzhou, Jiangsu Province, Jiangsu Co-patentee before: Jianhua building materials (Jiangsu) Co.,Ltd. Patentee before: Jiangsu Changzhou Sea-Route Management Bureau Co-patentee before: CHINA DESIGN GROUP Co.,Ltd. Co-patentee before: JIANGSU PROVINCIAL TRANSPORTATION ENGINEERING GROUP CO.,LTD. |