CN213897164U - Concrete precast segment assembly spraying concrete reinforcing soil tank - Google Patents
Concrete precast segment assembly spraying concrete reinforcing soil tank Download PDFInfo
- Publication number
- CN213897164U CN213897164U CN202021987697.3U CN202021987697U CN213897164U CN 213897164 U CN213897164 U CN 213897164U CN 202021987697 U CN202021987697 U CN 202021987697U CN 213897164 U CN213897164 U CN 213897164U
- Authority
- CN
- China
- Prior art keywords
- concrete
- concrete precast
- precast slab
- utility
- sprayed
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model relates to a concrete precast segment is assembled and is spouted concrete and consolidate soil box mainly is applicable to high abrupt slope ecological restoration management such as mine, quarry, belongs to the environmental protection technology field. The technical proposal of the utility model is as follows: the mountain rock 5 is punched, and the punching depth is 25 cm; one side of the fixed rib 3 is embedded in the concrete precast slab 1, and the other side is fixed at the punching position; the concrete precast slabs 1 are closely arranged, concrete walls 4 are sprayed on the outer sides and between gaps, and the total thickness of the sprayed concrete walls 4 is 10 cm; and nutrient planting soil 2 is arranged between the concrete precast slab 1 and the mountain rock 5. The utility model discloses by a wide margin reduction ecological remediation's cost, simple and easy rapid construction, it is fast to take effect, has not only controlled further destruction of ecological environment, and geological disasters have also obtained effectual improvement simultaneously.
Description
Technical Field
The utility model relates to a concrete precast segment is assembled and is spouted concrete and consolidate soil box mainly is applicable to high abrupt slope ecological restoration management such as mine, quarry, belongs to the environmental protection technology field.
Background
In recent decades, along with irregular mining of mineral resources and quarries, mountain bodies are exposed, vegetation is damaged, water and soil loss and dust are caused, and potential safety hazards such as geological disasters exist. The national and local governments at all levels pay high attention to the ecological restoration of mines, and the common traditional treatment method of high and steep slopes formed by mining in the ecological restoration treatment of mines is slope cutting, slope surface cutting and trimming are completed in a step mode from top to bottom, and then greening of platforms and slope surfaces is performed. The construction method is influenced by the non-standard mining of mines, has certain construction difficulty and large construction engineering quantity, can further destroy the ecological environment, and is difficult for greening plants planted at the toe of the slope to completely cover the slope.
SUMMERY OF THE UTILITY MODEL
The utility model discloses a solve the technical problem who exists among the well-known technology and provide a concrete precast segment assembles and spouts concrete reinforcement soil groove, solve mine and quarry ecological recovery crow's abrupt slope construction difficulty technical problem to reduce ecological environment's further destruction, simple and easy rapid construction, it is fast to take effect, also carries out effectual processing to geological disasters hidden danger simultaneously.
The utility model discloses a solve the technical scheme that technical problem that exists among the well-known technique took and be:
a concrete precast segment assembling concrete spraying reinforced soil tank comprises a concrete precast segment, nutrient planting soil, fixing ribs, a concrete wall and mountain rocks, wherein the mountain rocks are punched with the punching depth of 25 cm; one side of the fixed rib is embedded in the concrete precast slab, and the other side of the fixed rib is fixed at the punching position; the concrete precast slabs are closely arranged, concrete walls are sprayed on the outer sides and between the gaps, and the total thickness of the sprayed concrete walls is 10 cm; nutrient planting soil is arranged between the concrete precast slab and the mountain rock; the concrete precast slab is formed by prefabricating C20 concrete, the height is 500cm, the section is a rectangle with the length of 20cm and the width of 10cm, fixing ribs are pre-embedded inside, and the pre-embedded length is 25 cm; the fixed rib is a twisted steel bar with the length of 45cm and the diameter of 16 cm.
The utility model has the advantages that: greatly reduces the cost of ecological restoration, is simple and rapid in construction, takes effect quickly, controls the further damage of the ecological environment, and effectively controls the geological disasters.
Drawings
FIG. 1 is a schematic structural diagram of a concrete precast segment assembled concrete spraying reinforced soil trough side surface.
FIG. 2 is a top view of a concrete precast slab assembled concrete spraying reinforced soil tank.
In the figure: the concrete prefabricated section 1, the nutrition planting soil 2, the fixed rib 3, the concrete wall 4, the mountain rock 5.
Detailed Description
The invention will be further described by way of example with reference to the accompanying drawings.
A concrete precast segment assembling concrete spraying reinforced soil tank comprises a concrete precast segment 1, nutrient planting soil 2, fixing ribs 3, a concrete wall 4 and mountain rock 5, wherein the mountain rock 5 is punched with the punching depth of 25 cm; one side of the fixed rib 3 is embedded in the concrete precast slab 1, and the other side of the fixed rib is fixed at a punching position; the concrete precast slabs 1 are closely arranged, concrete walls 4 are sprayed on the outer sides and between gaps, and the total thickness of the sprayed concrete walls 4 is 10 cm; nutrient planting soil 2 is arranged between the concrete precast slab 1 and the mountain rock 5; the concrete precast slab 1 is formed by prefabricating C20 concrete, is 500cm in height, has a rectangular section with the length of 20cm and the width of 10cm, and is internally pre-embedded with a fixing rib 3 with the pre-embedded length of 25 cm; the fixed rib 3 is a twisted steel bar with the length of 45cm and the diameter of 16 cm.
The utility model discloses an installation method does:
1. firstly, danger elimination operation is carried out on a high and steep slope, and unstable rocks are removed.
2. Vertically punching holes with the interval of 20cm outside the periphery of the mountain rock 5, wherein the punched holes have the diameter of 20mm and the depth of 25cm, removing scraps by using a fine brush after the punching is finished, inserting a fixing rib after the hole cleaning is finished, and pouring high-strength cement mortar into the holes for reinforcement.
3. And (5) carrying out concrete spraying construction to form a sprayed concrete wall 4, wherein the thickness of the sprayed concrete wall 4 is 10 cm.
4. And removing the rebounded sprayed concrete material, and planting the plants.
Claims (1)
1. The utility model provides a concrete precast segment is assembled and is spouted concrete and consolidate soil box which characterized in that: the concrete planting device comprises a concrete prefabricated sheet (1), nutrient planting soil (2), fixing ribs (3), a concrete wall (4) and mountain rocks (5), wherein the mountain rocks (5) are punched with the punching depth of 25 cm; one side of the fixed rib (3) is embedded in the concrete precast slab (1) and the other side is fixed at the punching position; the concrete prefabricated pieces (1) are closely arranged, concrete walls (4) are sprayed on the outer sides and between gaps, and the total thickness of the sprayed concrete walls (4) is 10 cm; nutrient planting soil (2) is arranged between the concrete precast slab (1) and the mountain rock (5); the concrete precast slab (1) is formed by prefabricating C20 concrete, the height is 500cm, the section is a rectangle with the length of 20cm and the width of 10cm, fixing ribs (3) are embedded in the concrete precast slab, and the embedded length is 25 cm; the fixed rib (3) is a twisted steel bar with the length of 45cm and the diameter of 16 cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021987697.3U CN213897164U (en) | 2020-09-12 | 2020-09-12 | Concrete precast segment assembly spraying concrete reinforcing soil tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021987697.3U CN213897164U (en) | 2020-09-12 | 2020-09-12 | Concrete precast segment assembly spraying concrete reinforcing soil tank |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213897164U true CN213897164U (en) | 2021-08-06 |
Family
ID=77109456
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021987697.3U Active CN213897164U (en) | 2020-09-12 | 2020-09-12 | Concrete precast segment assembly spraying concrete reinforcing soil tank |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213897164U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113482620A (en) * | 2021-08-10 | 2021-10-08 | 中煤浙江生态环境发展有限公司 | Pit slope repairing and backfilling method |
-
2020
- 2020-09-12 CN CN202021987697.3U patent/CN213897164U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113482620A (en) * | 2021-08-10 | 2021-10-08 | 中煤浙江生态环境发展有限公司 | Pit slope repairing and backfilling method |
| CN113482620B (en) * | 2021-08-10 | 2024-02-13 | 中煤浙江生态环境发展有限公司 | Pit slope restoration backfill method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105544460B (en) | Cast-in-place plant growing type eco-concrete slope protection construction method | |
| CN110409359B (en) | Segmented construction method for bottom reservoir of inner-drainage open pit | |
| CN105862887B (en) | A kind of ion type rareearth mine ecological slope protection structure | |
| CN213897164U (en) | Concrete precast segment assembly spraying concrete reinforcing soil tank | |
| CN105649092A (en) | Slope supporting method for crumbly strata | |
| CN211690386U (en) | Slope reinforcing device for foundation building engineering | |
| CN215520873U (en) | Coal gangue powder overlying strata compaction grouting filling mining system | |
| CN103953053B (en) | Plant-growing type eco-concrete anti-overflow device and construction method are built in inclined-plane | |
| CN205530299U (en) | Ecological slope protection structure in ion type rare earth mine mountain | |
| CN113669109B (en) | Construction method of underground water storage system of strip mine | |
| CN207228156U (en) | A kind of underground structure being made of stake and wall | |
| KR101035264B1 (en) | The method using soil mixture layers reinforced by fibrillated fibers for the creation of shore protection for vegetation | |
| CN104988981B (en) | A kind of well construction method of riding on present situation operation shield method drainage pipeline | |
| CN204781274U (en) | Tunnel portal faces upward on limit sloping catch water drain structure | |
| KR100758231B1 (en) | Environmentally friendly sloped block structure for landscaping | |
| KR101525942B1 (en) | Method for slope reinforcement construction using the ground improvement product | |
| CN210917225U (en) | Ecological bank protection of echelonment | |
| CN210695124U (en) | A toughened glass anchor structure for mine greening | |
| RU2074924C1 (en) | Method for construction of combination drainage | |
| CN204715502U (en) | To ride well system | |
| SU1273560A1 (en) | Method of preventing inflow of water into stoping faces | |
| KR102036985B1 (en) | Recovery method of waste mine | |
| CN209798773U (en) | Assembled soil nail wall supporting device for building | |
| CN107476328A (en) | A kind of prefabricated pier foundation construction of driving into type | |
| CN106120649B (en) | A kind of sill may roadbed bank protection fast reinforcing |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |