CN204849788U - Small-size slag yard slope protection structure of water and electricity engineering - Google Patents
Small-size slag yard slope protection structure of water and electricity engineering Download PDFInfo
- Publication number
- CN204849788U CN204849788U CN201520600129.6U CN201520600129U CN204849788U CN 204849788 U CN204849788 U CN 204849788U CN 201520600129 U CN201520600129 U CN 201520600129U CN 204849788 U CN204849788 U CN 204849788U
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- Prior art keywords
- slag
- precast block
- concrete precast
- barricade
- charge
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Links
- 239000002893 slag Substances 0.000 title claims abstract description 77
- 230000005611 electricity Effects 0.000 title abstract 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title abstract 2
- 239000000463 material Substances 0.000 claims abstract description 16
- 230000001681 protective effect Effects 0.000 claims description 17
- 230000002787 reinforcement Effects 0.000 claims description 13
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 8
- 244000025254 Cannabis sativa Species 0.000 claims description 5
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 4
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 4
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 4
- 239000011425 bamboo Substances 0.000 claims description 4
- 229910052742 iron Inorganic materials 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 244000082204 Phyllostachys viridis Species 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 12
- 210000003205 muscle Anatomy 0.000 abstract 1
- 241001330002 Bambuseae Species 0.000 description 3
- 230000006378 damage Effects 0.000 description 3
- 239000002699 waste material Substances 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 230000001934 delay Effects 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
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- Revetment (AREA)
Abstract
The utility model discloses a small-size slag yard slope protection structure of water and electricity engineering, including slag yard barricade (4), slag charge (3) have been piled to slag yard barricade (4) one side, and slag charge (3) top is equipped with concrete prefabricated section (2), is equipped with in slag charge (3) to add muscle material (1). The utility model provides a hydroelectric engineering slag yard frame lattice beam construction delay construction period more slowly, the problem that construction cost is high can accelerate the construction and practice thrift the investment, can also adapt to the influence that local settlement, middle-size and small-size earthquake destroy simultaneously. [ b ]
Description
Technical field
the utility model relates to a kind of hydroelectric project Miniature slag field protective slope structure, belongs to the hydraulic architecture technical field in Hydraulic and Hydro-Power Engineering.
Background technology
in river, middle and upper reaches narrow valley region builds power station; slag charge is dug in most of engineering excavation waste material and hole; after rejecting has materials; in order to reduce haul distance, investment reduction, often adopts the principle of stacking nearby; find suitable gully at Highways ' to stack; usually can form several Miniature slag fields, slag field bank protection mode often adopts concrete frame lattice beam structure, then grass planting in the middle of sash beam.This kind of slope protection form rigidity of structure is comparatively large, and cost is high, and difficulty of construction is large, and slag field locally depression occurs simultaneously, often causes structural deterioration, can not play effect of permanent bank protection.If power station is in high earthquake zone, middle-size and small-size earthquake also can damage protective slope structure.
Utility model content
the purpose of this utility model is, provides a kind of hydroelectric project Miniature slag field protective slope structure, to reduce engineering construction difficulty, reduces construction costs, accelerating construction progress; Middle-size and small-size earthquake can be prevented the destruction of bank protection simultaneously.
the technical solution of the utility model:
a kind of hydroelectric project Miniature slag field protective slope structure, comprises slag field barricade, and barricade side, slag field heap has slag charge, and slag charge top is provided with concrete precast block, is provided with reinforcement material in slag charge.
in the protective slope structure of aforementioned Miniature slag field, bottom the barricade of described slag field, be embedded in below form line, and to slag charge lopsidedness.
in the protective slope structure of aforementioned Miniature slag field, the height of piling up of described slag charge is tamped higher than slag field barricade peak; Slag charge is domatic near barricade side, slag field.
in the protective slope structure of aforementioned Miniature slag field, described reinforcement material is the reinforcing bar or bamboo cane that arrange in length and breadth, hierarchal arrangement in slag charge, and carries out colligation with concrete precast block and be connected.
in the protective slope structure of aforementioned Miniature slag field, described concrete precast block is hexagon frame-shaped, and proper alignment, on slag charge inclined-plane, is fixed through iron wire colligation between concrete precast block and concrete precast block.
in the protective slope structure of aforementioned Miniature slag field, in the frame of described concrete precast block and concrete precast block, be implanted with grass.
compared with prior art, the utility model solves the sash beam construction of hydroelectric project slag field and delays the construction period more slowly, the problem that construction cost is high, can accelerate investment reduction of constructing, can also adapt to the impact of local subsidence, middle-size and small-size seismic damage simultaneously.
Accompanying drawing explanation
fig. 1 is structural representation of the present utility model;
fig. 2 is the arrangement schematic diagram of concrete precast block.
mark in accompanying drawing: 1-reinforcement material, 2-concrete precast block, 3-slag charge, 4-slag field barricade, 5-form line, 6-grass.
Detailed description of the invention
below in conjunction with drawings and Examples, the utility model is described in further detail, but not as to any restriction of the present utility model.
a kind of hydroelectric project Miniature slag field protective slope structure, as shown in Figure 1, comprises slag field barricade 4, and barricade 4 side, slag field heap has slag charge 3, and slag charge 3 top is provided with concrete precast block 2, is provided with reinforcement material 1 in slag charge 3.Form line less than 5 is embedded in bottom slag field barricade 4, and to slag charge 3 lopsidedness.The height of piling up of slag charge 3 is tamped higher than slag field barricade 4 peak; Slag charge 3 is domatic near barricade 4 side, slag field.Reinforcement material 1 is the reinforcing bar or bamboo cane that arrange in length and breadth, hierarchal arrangement in slag charge 3, and is connected with concrete precast block 2 colligation.Concrete precast block is illustrated in figure 2 hexagon frame-shaped, and proper alignment, on slag charge 3 inclined-plane, is fixed through iron wire colligation between concrete precast block and concrete precast block.Grass 6 is implanted with in the frame of concrete precast block and concrete precast block.
Embodiment
this example can be implemented with reference to figure 1 following steps:
step 1, first pouring reinforcement concrete slag field barricade 4, then backfill slag charge 3.
step 2, when slag charge is backfilled to slag field barricade crest level, start to lay reinforcement material 1, reinforcement material layering is laid, and often lay one deck reinforcement material, on reinforcement material, just lay one deck slag charge 3 then roll compacting, slag charge is domatic near slag field barricade 4.
step 3, on domatic, lay one deck concrete precast block, concrete precast block and the colligation of concrete precast block iron wire produce displacement to avoid concrete precast block.
step 4, in the gap of concrete precast block pad soil and plant grass planting.
filler is generally engineering waste material, soil-stone material etc., reinforcement material is generally reinforcing bar, bamboo cane or geo-grid etc., concrete precast block can be laid on domatic, the size and shape of concrete precast block can be determined according to construction condition, and reinforcement material, thickness can be determined in conjunction with field roll compaction test.
Claims (6)
1. a hydroelectric project Miniature slag field protective slope structure, is characterized in that: comprise slag field barricade (4), and barricade (4) side, slag field heap has slag charge (3), and slag charge (3) top is provided with concrete precast block (2), is provided with reinforcement material (1) in slag charge (3).
2. Miniature slag field protective slope structure according to claim 1, is characterized in that: described slag field barricade (4) bottom is embedded in form line (5) below, and to slag charge (3) lopsidedness.
3. Miniature slag field protective slope structure according to claim 2, is characterized in that: the height piled up of described slag charge (3) is tamped higher than slag field barricade (4) peak; Slag charge (3) is domatic near barricade (4) side, slag field.
4. Miniature slag field protective slope structure according to claim 3, is characterized in that: described reinforcement material (1) is the reinforcing bar or bamboo cane that arrange in length and breadth, hierarchal arrangement in slag charge (3), and is connected with concrete precast block (2) colligation.
5. Miniature slag field protective slope structure according to claim 4, is characterized in that: described concrete precast block (2) is hexagon frame-shaped, and proper alignment, on slag charge (3) inclined-plane, is fixed through iron wire colligation between concrete precast block and concrete precast block.
6. Miniature slag field protective slope structure according to claim 5, is characterized in that: be implanted with grass (6) in the frame of described concrete precast block and concrete precast block.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520600129.6U CN204849788U (en) | 2015-08-11 | 2015-08-11 | Small-size slag yard slope protection structure of water and electricity engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520600129.6U CN204849788U (en) | 2015-08-11 | 2015-08-11 | Small-size slag yard slope protection structure of water and electricity engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204849788U true CN204849788U (en) | 2015-12-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520600129.6U Active CN204849788U (en) | 2015-08-11 | 2015-08-11 | Small-size slag yard slope protection structure of water and electricity engineering |
Country Status (1)
| Country | Link |
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| CN (1) | CN204849788U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107975050A (en) * | 2017-12-08 | 2018-05-01 | 中水北方勘测设计研究有限责任公司 | A kind of method for stablizing slag body |
| CN109267578A (en) * | 2018-11-09 | 2019-01-25 | 北京城建五建设集团有限公司 | A kind of inclined-plane plain concrete construction and its construction method |
| CN111910654A (en) * | 2020-07-07 | 2020-11-10 | 云南地质工程勘察设计研究院 | Application method of round bamboo slope fixation in filling slope |
| WO2022233162A1 (en) * | 2021-07-29 | 2022-11-10 | 江西丰强科技发展有限公司 | Waste slag field surface water infiltration, guiding, drainage and integral reinforcement structure and construction method |
-
2015
- 2015-08-11 CN CN201520600129.6U patent/CN204849788U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107975050A (en) * | 2017-12-08 | 2018-05-01 | 中水北方勘测设计研究有限责任公司 | A kind of method for stablizing slag body |
| CN109267578A (en) * | 2018-11-09 | 2019-01-25 | 北京城建五建设集团有限公司 | A kind of inclined-plane plain concrete construction and its construction method |
| CN109267578B (en) * | 2018-11-09 | 2023-12-08 | 北京城建五建设集团有限公司 | Inclined plane plain concrete structure and construction method thereof |
| CN111910654A (en) * | 2020-07-07 | 2020-11-10 | 云南地质工程勘察设计研究院 | Application method of round bamboo slope fixation in filling slope |
| WO2022233162A1 (en) * | 2021-07-29 | 2022-11-10 | 江西丰强科技发展有限公司 | Waste slag field surface water infiltration, guiding, drainage and integral reinforcement structure and construction method |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |