CN212801395U - Urban debris flow channel type comprehensive treatment system for abandoned slag yard - Google Patents
Urban debris flow channel type comprehensive treatment system for abandoned slag yard Download PDFInfo
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- CN212801395U CN212801395U CN202021813361.5U CN202021813361U CN212801395U CN 212801395 U CN212801395 U CN 212801395U CN 202021813361 U CN202021813361 U CN 202021813361U CN 212801395 U CN212801395 U CN 212801395U
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Abstract
The utility model provides an urban debris flow channel type comprehensive treatment system for debris fields, which is characterized in that a debris flow drainage system is arranged on a slope surface of a debris field far away from a community side, has debris flow drainage and lateral debris blocking functions, and is arranged on a slope surface of a debris field near the community side, so that community rainwater and hidden culvert effluent are safely drained into a channel at the downstream of the debris field; the slag blocking system is arranged at the slag stacking slope foot and used for blocking slag bodies and stabilizing the slag stacking slope foot; the slag bottom channel treatment system is arranged in a main channel at the bottom of the slag discarding field, and accumulated water during slag piling and finished slag bottom seepage water are discharged into a channel at the downstream of the slag discarding field; the slag surface drainage system is arranged on the slag roof, the berm and the slope surface and is used for guiding and draining the catchment water of the top surface of the waste slag yard and the slag dump slope surface into a debris flow drainage system or a community rainwater drainage system; the slope protection system is a protection measure for the surface of the slag body. The treatment system has mature technology, good effect and wide application range.
Description
Technical Field
The utility model relates to a cinder yard is abandoned to the channel type and is administered the field, concretely relates to cinder yard comprehensive treatment system is abandoned to urban debris flow channel type.
Background
In urban areas of dry and hot valley zones, the construction projects are often piled up in low-lying areas or trenches of streets, communities and suburbs due to the limitation of scarcity of flat land, difficulty in road traffic, high transportation cost, comprehensive land building requirements and the like. Upstream of these depressions or channels there is often a large loose accumulation, which is liable to induce the formation of a hydraulic or debris flow in rainy seasons.
In urban low-lying areas and grooves, on one hand, the risk of peripheral drainage or unsmooth debris flow drainage caused by slag piling is avoided; on the other hand, the community drainage is incorporated into the engineering drainage plan and is safely removed by combining the patterns of the community rainwater and the domestic water.
Therefore, the urban debris flow channel type comprehensive treatment system for the abandoned dreg site is urgently needed to be developed, the principle is simple, the construction is rapid, and the requirements of safe drainage of debris flow and community rainwater, safe and stable abandoned dreg site, urban land reclamation and rapid ecological restoration are met.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a disposal slag yard comprehensive treatment system of urban debris flow channel type satisfies debris flow and community's rainwater safety drainage guide, abandons slag yard safety and stability, urban area make ground and the ecological requirement of quick recovery, has concurrently to abandon the slag yard for urban debris flow channel type and administers and provide a solution, abandons the slag yard for urban area channel type and administers and provide a thinking.
The technical scheme of the utility model:
an urban debris flow channel type comprehensive treatment system for a debris yard comprises a debris flow drainage system, a community rainwater drainage system, a debris bottom channel treatment system, a debris blocking system, a debris surface drainage system and a slope protection system, wherein the debris flow drainage system is arranged on a slope surface of the debris yard far away from the community side and has debris flow drainage and lateral debris blocking functions; the slag blocking system is arranged at the slag stacking slope foot and used for blocking slag bodies and stabilizing the slag stacking slope foot; the slag bottom channel treatment system is arranged in a main channel at the bottom of the slag discarding field, and accumulated water during slag piling and finished slag bottom seepage water are discharged into a channel at the downstream of the slag discarding field; the slag surface drainage system is arranged on the slag roof, the berm and the slope surface and is used for guiding and draining the catchment water of the top surface of the waste slag yard and the slag dump slope surface into a debris flow drainage system or a community rainwater drainage system; the slope protection system is a protection measure on the surface of the slag body, and plays roles in stabilizing the surface of the slag body and eliminating the risk of the slag body rolling.
The debris flow drainage and guidance system comprises a trench bottom lining structure, a slope slag wall and an excavated slope support, wherein the trench bottom lining structure is cast in situ by C25 concrete and is provided with double-layer structural steel bars; constructing a slope slag retaining wall on the slag facing side, and casting C15 concrete in situ; 1-2 rows of inner drainage pipes of the slope slag-stopping wall are arranged in the slope slag-stopping wall; and adopting a net hanging spraying protection measure for excavation slope support.
The community rainwater drainage system comprises a drainage hidden culvert and an open drainage ditch, wherein drainage of urban communities lower than the top surface of the slag piling area is guided into the drainage hidden culvert through a community drainage culvert pipe and a community drainage box culvert through a closed adjusting tank and finally converged into the open drainage ditch for drainage, and the community drainage culvert pipe adopts a prefabricated reinforced concrete round culvert with the diameter of 0.5-2.0 m; the community drainage box culvert and the drainage hidden culvert are both C25 reinforced concrete cast-in-place, the width is 1.5-2.5 m, the height is 2.0-2.5 m, and the thicknesses of the top beam, the side wall and the bottom plate are 0.3-0.8 m; the closed cistern adopts C25 or C30 reinforced concrete cast-in-place, and roof, side wall and bottom plate thickness are with drainage hidden culvert, and the open drain is trapezoidal open drain, and the bottom width is 0.8 ~ 1.8m, and the ditch depth is 1.0 ~ 2.5m, side slope 1: 0.5, casting the concrete in situ by using C20 or C25 concrete with the thickness of 30 cm.
The slag blocking system comprises a buried rock concrete gravity dam and a rolling rock-fill dam, the top width of the buried rock concrete gravity dam is 1.0-3.0 m, and the side slope ratio of the rolling rock-fill dam is 1: 0.5, backside slope ratio 1: 0.1-1: 0.3, taking the bottom of the buried rock concrete gravity dam as a foundation replacement layer, installing a dam internal drainage pipe on the buried rock concrete gravity dam, and arranging a protection flat at the downstream of the buried rock concrete gravity dam; the width of the top of the rolled rock-fill dam is 5.0-10.0 m, and the side slope ratio of slag facing is 1: 1.75, backside slope ratio 1: 2-1: 2.25, the bottom of the rolled rock-fill dam is a covering layer cleaning layer, a fine aggregate transition layer with the thickness of 0.5-1.0 m is arranged on the upstream side of the rolled rock-fill dam, and a dry rock-fill protection slope with the thickness of 50cm is arranged on the slope surface of the downstream side of the rolled rock-fill dam.
The slag bottom channel treatment system comprises a C25 prefabricated reinforced concrete arched beam, a support, a water seepage hole, a geotextile layer and a fine particle material protection layer, wherein the C25 prefabricated reinforced concrete arched beam is in a semicircular arc shape, the diameter of the arched beam is 2.0-5.0 m, and the thickness of the beam is 20-40 cm; the support is a prefabricated C25 concrete rectangular section, the width is 0.4-0.5 m, the height is 0.5-1.0 m, and the bottom surface of the support extends into the bedrock; the water seepage holes are PVC drainage pipes with the diameter of 80-100 mm arranged in the C25 prefabricated reinforced concrete arched beam, and a layer of geotextile is wrapped at the inlet; c25 prefabricated reinforced concrete arched beam outside surface parcel one deck geotechnological cloth layer; and laying a fine grain protective layer at the upper end of the C25 prefabricated reinforced concrete arched beam, wherein the thickness of the fine grain protective layer is 1.0 m.
The slope protection system comprises lattice beams, node joint bars, top beams, planting soil layers and slope grass irrigation slope protection, wherein the lattice beams are of a herringbone structure, the distance between vertical beams is 6.2m, the cross-sectional area of the beams is 0.8m multiplied by 0.4m, the distance between herringbone cross beams is 3.0m, the cross-sectional area of the beams is 0.4m multiplied by 0.4m, C25 reinforced concrete is cast in situ, and the lattice beams are embedded into slag bodies by 5 cm; arranging node joint bars at the crossed parts of the lattice beams, wherein the node joint bars are made of HRB 400-grade deformed steel with the diameter of 25mm and the L of 4.5 m; constructing a top beam at the top of the slope, wherein the cross-sectional area is 0.3m multiplied by 0.4m, and the top beam is integrated with the lattice beam 91 by adopting C25 reinforced concrete cast-in-place and embedded into the slag body by 5 cm; a planting soil layer with the thickness of 30cm is replanted in the lattice beam; and arranging a slope grass-irrigating slope protection on the surface of the planting soil layer.
Compared with the prior art, the beneficial effects of the utility model are that:
(1) the treatment method is comprehensive and has good treatment effect. According to the principle of blocking first and then discarding, and discharging first and then discarding, debris flow, community rainwater and accumulated water at the slag bottom are drained first, then slag blocking measures are built, slag is piled, water drainage measures and slope protection measures are built along with the fact that the slag occupies the surface of a building slag body, and vegetation is recovered after the slag piling is finished. The comprehensive treatment measures of firstly safely discharging and guiding, then stopping the slag, and then abandoning the slag, engineering prevention and control and vegetation recovery are trampled, so that the vegetation can be quickly recovered and the abandoned slag can be utilized to construct urban living leisure areas on the basis of meeting the safety and stability of debris flow and community rainwater safety discharge and abandoning fields, and the treatment effect is good.
(2) The technology is mature, and the construction is simple and quick. The waste slag, precast concrete, reinforcing steel bars, geotextile, grass seeds and arbor and shrub saplings adopted by the comprehensive treatment measure can be directly purchased; the construction process is simple, the difficulty is small, and the construction is simple and convenient.
(3) The application range is wide. The treatment measures are simple, the usable site is increased for urban development while safe slag piling, the method can be widely applied to comprehensive treatment of loose deposits of urban ditches or debris flow ditches, the application range is wide, and the popularization is strong.
Drawings
Fig. 1 is a schematic plan layout view of the comprehensive treatment system for urban debris flow channel type refuse disposal.
Fig. 2 is a schematic sectional view of the comprehensive treatment system for urban debris flow channel type abandoned dreg site of the utility model.
Fig. 3 is a cross-sectional view of the debris flow discharging and guiding system of the present invention.
Fig. 4 is a sectional view of the slag blocking system of the utility model.
Fig. 5 is the utility model discloses a community rainwater drainage system underdrain sectional view.
Fig. 6 is the open ditch cross-sectional view of the community rainwater drainage system.
Fig. 7 is a sectional view of the slag bottom channel treatment system of the present invention.
Fig. 8 is the utility model discloses a slope protection system elevation picture.
Fig. 9 is a sectional view of the revetment system a-a of the present invention.
Fig. 10 is a B-B direction cross-sectional view of the slope protection system of the present invention.
Figure 11 is the utility model discloses a bank protection system C-C is to section view
The numbers in the figures respectively indicate that 1-urban community, 2-slag bulk, 3-debris flow drainage system, 31-drainage groove bottom lining structure, 32-slope slag wall, 321-slope slag wall internal drainage pipe, 33-excavation slope support, 4-slag blocking system, 41-buried concrete dam, 411-foundation replacement layer, 412-dam internal drainage pipe, 413-protection, 42-rolling rock-fill dam, 421-covering layer cleaning layer, 422-fine grain transition layer, 423-dry masonry slope protection, 5-community rainwater drainage system, 51-drainage culvert pipe, 52-drainage box culvert, 53-closed regulating pond, 54-community drainage dark culvert, 55-drainage open ditch, 6-debris surface drainage system, 7-debris bottom channel processing system, 71-precast arch reinforced concrete beam, 72-support, 73-water seepage hole, 74-geotextile layer, 75-fine aggregate protective layer, 8-slag-stacking area road, 9-slope protection system, 91-lattice beam, 92-dowel bar, 93-top beam, 94-planting soil layer, 95-slope grass-pouring slope protection, 96-slag-stacking slope, 10-debris flow trench and 11-original ground.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying 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.
As shown in fig. 1, the urban debris flow channel type comprehensive treatment system for the abandoned debris field comprises a debris flow drainage system 3, a community rainwater drainage system 5, a debris bottom channel treatment system 7, a debris blocking system 4, a debris surface drainage system 6 and a slope protection system 9.
Specifically, as shown in fig. 1 and 3, the debris flow drainage system 3 is arranged on a slope surface of the slag piling area 2 far away from the urban community 1 side, and comprises a trench bottom lining structure 31, a slope slag retaining wall 32 and an excavation slope support 33. Mud-rock flow drainage system 3 is trapezoidal section, and the end is wide 2.0 ~ 12.0m, and the ditch is dark 1.5 ~ 6.0m, side slope 1: 0.5; the ditch bottom lining structure 31 is cast in place by C25 concrete, double-layer structural steel bars are configured, and HRB 400-grade steel bars with the diameter of 10-18 mm are adopted as the steel bars; constructing a slope slag retaining wall 32 on the slag facing side, adopting C15 concrete for cast-in-place, wherein the top width is 1.0m, the wall height is 2.0-4.0 m, and the slope ratio of the slag facing side is 1: 0.1-1: 0.3, back slope 1: 0.5; 1-2 rows of slope slag wall inner drainage pipes 321 are arranged in the slope slag wall 32 constructed on the slag-facing side, and the slope slag wall inner drainage pipes 321 adopt PVC drainage pipes with the diameter of 80 mm; and (3) performing excavation slope support 33 by permanently excavating the slope surface, adopting a net hanging and spraying protection measure, wherein the concrete is 10cm thick, C20 sprays concrete, and the reinforcing mesh adopts HPB 235-grade reinforcing mesh with the diameter of 6.5mm and the diameter of 20cm multiplied by 20 cm.
Specifically, as shown in fig. 1 and 5 to 6, the community rainwater drainage system 5 is arranged on the slope surface on the side of the urban community 1 and is in a combined form of a drainage culvert 54 and a drainage open trench 55. Wherein, the drainage of the urban community 1 below the top surface of the slag piling zone is guided into a drainage hidden culvert 54 by a community drainage culvert 51 and a community drainage box culvert 52 through a closed adjusting pond 53 and finally is merged into a drainage open trench 55 for drainage. Wherein the community drainage culvert pipe 51 adopts a prefabricated reinforced concrete round culvert with the diameter of 0.5-2.0 m, is a II-III grade pipe, and has the wall thickness of 5-20 cm; the community drainage box culvert 52 and the drainage hidden culvert 54 are both C25 reinforced concrete cast-in-place, the width is 1.5-2.5 m, the height is 2.0-2.5 m, and the thicknesses of the top beam, the side wall and the bottom plate are 0.3-0.8 m; the closed water reservoir 53 is cast in situ by C25 or C30 reinforced concrete, and the thickness of the top plate, the side walls and the bottom plate is equal to that of the drainage hidden culvert 54. The open drainage ditch 55 is a trapezoidal open drainage ditch, the bottom width is 0.8-1.8 m, the ditch depth is 1.0-2.5 m, and the side slope is 1: 0.5, casting the concrete in situ by using C20 or C25 concrete with the thickness of 30 cm.
Specifically, as shown in fig. 1 to 2 and 4, the slag blocking system 4 is disposed at the toe of the slag stacking area 2, and is a combination type of the buried rock concrete gravity dam 41 and the rolling rock-fill dam 42, wherein the top width of the buried rock concrete gravity dam 41 is 1.0 to 3.0m, and the side slope ratio of the rolling rock-fill dam 42 is 1: 0.5, backside slope ratio 1: 0.1-1: 0.3, adopting C20 embedded stone concrete for pouring, wherein the embedded stone rate is 20%, cleaning the foundation and replacing and filling the C15 concrete foundation 411 before implementation, then pouring the embedded stone concrete gravity dam 41, installing a PVC dam internal drainage pipe 412 with the diameter of 80mm, and implementing a C20 concrete apron 413 with the length of 5m and the thickness of 50cm at the downstream of the dam. The width of the top of the roller compacted rock-fill dam 42 is 5.0-10.0 m, and the side slope ratio of slag is 1: 1.75, backside slope ratio 1: 2-1: 2.25, adopting stone slag to fill layer by layer, wherein the compactness is not less than 0.92; before construction, a covering layer is cleaned 421, and a fine aggregate transition layer 422 (with the particle size of 5-20 cm) with the thickness of 0.5-1.0 m and a dry masonry protection slope 423 with the thickness of 50cm on the downstream slope are implemented on the upstream side.
Specifically, as shown in fig. 1 and 7, the slag bottom channel treatment system 7 is arranged in a dry ditch of a slag bottom, and comprises a C25 prefabricated reinforced concrete arched beam 71, a support 72, a water seepage hole 73, a geotextile layer 74 and a fine-grained protection layer 75. Wherein the C25 prefabricated reinforced concrete arched beam 71 is a semi-arc with the diameter of 2.0-5.0 m and the beam thickness of 20-40 cm; the support 72 is a prefabricated C25 concrete rectangular section, the width is 0.4-0.5 m, and the height is 0.5-1.0 m (the bottom surface extends into the bedrock); the water seepage holes 73 are PVC drainage pipes which are arranged in the C25 prefabricated reinforced concrete arched beams 71 and have the diameter of 80-100 mm, and a layer of geotextile is wrapped at the inlet; the outer side surface of the C25 prefabricated reinforced concrete arched beam 71 is wrapped with a geotextile layer 74; and paving a fine particle protective layer 75 with the thickness of 1.0m at the upper end of the C25 prefabricated reinforced concrete arched beam 71, and utilizing fine particles in the waste slag with the particle size of 2-8 cm.
Specifically, as shown in fig. 1 to 4 and 8 to 9, the slag surface drainage system 6 is arranged on the slag roof, the berm and the slope. Wherein, the slag top drainage ditch is a trapezoidal section, the section size is 30cm multiplied by 40 cm-50 cm multiplied by 60cm (bottom width multiplied by ditch depth), the overwater side slope 1: 0.5, adopting C20 concrete with the thickness of 30cm for cast-in-place; the horse-race drainage ditch is a rectangular section, the size of the section is 40cm multiplied by 40cm (the width of the ditch multiplied by the depth of the ditch), and C20 concrete with the thickness of 30cm is cast in situ; the slope drainage ditch is a trapezoidal section, the section size is 50cm multiplied by 60 cm-60 cm multiplied by 80cm (bottom width multiplied by ditch depth), the water surface side slope 1: 0.5, C20 concrete with the thickness of 50cm is cast in situ.
Specifically, as shown in fig. 1 to 4 and fig. 8 to 11, the slope protection system 9 is arranged on the surface of the slag body and is composed of lattice beams 91, joint dowels 92, top beams 93, planting soil 94 and slope grass-irrigation slope protection 95. The lattice beam 91 is of a herringbone structure, the distance between vertical beams is 6.2m, the cross-sectional area of the beam is 0.8m multiplied by 0.4m, the distance between herringbone cross beams is 3.0m, the cross-sectional area of the beam is 0.4m multiplied by 0.4m, C25 reinforced concrete is cast in situ and is embedded into the slag body by 5 cm; arranging node joint bars 92 at the crossed parts of the lattice beams 91, wherein the node joint bars 92 are made of HRB 400-grade deformed steel with the diameter of 25mm and the L of 4.5 m; a top beam 93 is built at the top of the slope, the cross-sectional area is 0.3m multiplied by 0.4m, C25 reinforced concrete is cast in place (integrated with the lattice beam 91) and is embedded into the slag body by 5 cm; covering planting soil 94 with the thickness of 30cm in the lattice beam 91; adopting slope grass-irrigating slope protection 95 on the surface of planting soil 94, selecting proper local tree species for grass irrigation, wherein bougainvillea spectabilis is selected, the row spacing of the plants is 1.0m multiplied by 1.0m, digging holes for soil preparation, and the hole specification is 0.3m multiplied by 0.3m (hole diameter multiplied by hole depth); sowing bermuda grass seeds under the forest, wherein the sowing quantity is 120kg/hm 2.
A construction method of an urban debris flow channel type comprehensive treatment system for abandoned dreg sites, which is practical, has the following steps:
s1, construction preparation: the existing or newly-built construction access road is renovated, the requirements of construction machinery and material transportation are met, the requirements of water passing, electrification, passage, ventilation, communication, field leveling and the like are met, and conditions are created for engineering start.
S2, constructing a debris flow drainage system: firstly, lofting is carried out according to an axis; mechanical excavation is mainly adopted, and manual drilling and blasting construction is adopted in a local rock area; hanging a reinforcing mesh on the excavated permanent slope surface, and spraying and protecting the slope surface; adopting a steel template vertical mold in the excavated drainage and guide groove, pumping concrete into a bin by adopting a pump truck and pipeline mode, and vibrating in layers to compact; and finally, adopting curing measures such as straw bag covering and water spraying until the concrete reaches 28 days of age, and dismantling the template.
S3, construction of a community rainwater drainage system: firstly, lofting is carried out according to an axis; mechanical excavation is mainly adopted, and manual drilling and blasting construction is adopted in a local rock area; placing the culvert pipe into the pipe groove by adopting a mechanical hoisting and manual assistance mode, and backfilling and compacting the periphery of the culvert pipe; adopting steel template vertical moulds in the excavated box culvert, the foundation trench of the adjusting tank and the open trench, pumping concrete into a bin by adopting a pump truck and pipeline mode, and vibrating in layers to compact; and finally, adopting curing measures such as straw bag covering and water spraying until the concrete reaches 28 days of age, and dismantling the template.
S4, construction of a slag blocking system: firstly, lofting is carried out according to an axis, and a foundation is excavated by adopting an excavator; secondly, constructing concrete skip, namely erecting a steel formwork, directly pumping concrete into a warehouse by using a pump truck, vibrating in layers to be dense, adopting curing measures such as straw bag covering and watering, and dismantling the formwork until the concrete reaches the age of 28 days; conveying the waste slag to a working surface by using a transport vehicle, and flattening, vibrating, grinding, layering and compacting by using a bulldozer; and finally, manually implementing the dry masonry slope protection on the surface.
S5, constructing a slag bottom channel treatment system: firstly, lofting is carried out according to an axis; carrying out mechanical excavation construction on the trench bottom; after the excavation is finished, the support and the prefabricated reinforced concrete arched beam are transported to the site by a mechanical transportation mode, the support and the prefabricated reinforced concrete arched beam are hoisted to the installation position by a crane and installed, and a layer of geotextile is laid on the top surface; after the geotextile is laid, the protective layer is backfilled by adopting manpower as a main part and machinery as an auxiliary part, and the machine is used for layering and compacting.
S6, slope protection system construction: firstly, performing lattice beam lofting and manual grooving; laying a lattice reinforcement cage in the secondary groove, embedding a dowel bar in a lattice beam node, and lapping and binding the dowel bar end and the reinforcement cage; adopting a steel template to erect a mould, pumping concrete into a bin by adopting a pump truck and a pipeline mode, and vibrating in layers to compact; and finally, adopting curing measures such as straw bag covering and water spraying until the concrete reaches 28 days of age, and dismantling the template.
S7, plant measure construction: firstly, covering soil in each lattice of the slope surface, then performing shrub acupoint lofting and digging holes or fish scale pits; secondly, paving a layer of farmyard manure with the thickness of 10cm at the bottom of the hole, putting the tree and shrub seedlings into the hole, covering nutrient soil back, and manually tamping the surface. According to the climate conditions, seedling tending measures such as sun protection, irrigation and the like are properly adopted.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (6)
1. The urban debris flow channel type comprehensive treatment system for the abandoned dreg site is characterized by comprising a debris flow drainage system, a community rainwater drainage system, a dreg bottom channel treatment system, a dreg blocking system, a dreg surface drainage system and a slope protection system, wherein the debris flow drainage system is arranged on a slope surface of the abandoned dreg site far away from the community side and has debris flow drainage and lateral dreg blocking functions; the slag blocking system is arranged at the slag stacking slope foot and used for blocking slag bodies and stabilizing the slag stacking slope foot; the slag bottom channel treatment system is arranged in a main channel at the bottom of the slag discarding field, and accumulated water during slag piling and finished slag bottom seepage water are discharged into a channel at the downstream of the slag discarding field; the slag surface drainage system is arranged on the slag roof, the berm and the slope surface and is used for guiding and draining the catchment water of the top surface of the waste slag yard and the slag dump slope surface into a debris flow drainage system or a community rainwater drainage system; the slope protection system is a protection measure on the surface of the slag body, and plays roles in stabilizing the surface of the slag body and eliminating the risk of the slag body rolling.
2. The comprehensive treatment system for urban debris flow channel type spoil sites according to claim 1, wherein the debris flow drainage system comprises a trench bottom lining structure, a slope slag wall and an excavation slope support, wherein the trench bottom lining structure is cast-in-place by C25 concrete and is provided with double-layer constructional steel bars; constructing a slope slag retaining wall on the slag facing side, and casting C15 concrete in situ; 1-2 rows of inner drainage pipes of the slope slag-stopping wall are arranged in the slope slag-stopping wall; and adopting a net hanging spraying protection measure for excavation slope support.
3. The comprehensive treatment system for urban debris flow channel type refuse disposal sites according to claim 1, wherein the community rainwater drainage system comprises a drainage culvert and an open drainage ditch, wherein the drainage of urban communities lower than the top surface of the slag stacking area is guided into the drainage culvert through a community drainage culvert pipe and a community drainage box culvert through a closed adjusting tank and finally converged into the open drainage ditch for drainage, and the community drainage culvert pipe adopts a prefabricated reinforced concrete circular culvert with the diameter of 0.5-2.0 m; the community drainage box culvert and the drainage hidden culvert are both C25 reinforced concrete cast-in-place, the width is 1.5-2.5 m, the height is 2.0-2.5 m, and the thicknesses of the top beam, the side wall and the bottom plate are 0.3-0.8 m; the closed cistern adopts C25 or C30 reinforced concrete cast-in-place, and roof, side wall and bottom plate thickness are with drainage hidden culvert, and the open drain is trapezoidal open drain, and the bottom width is 0.8 ~ 1.8m, and the ditch depth is 1.0 ~ 2.5m, side slope 1: 0.5, casting the concrete in situ by using C20 or C25 concrete with the thickness of 30 cm.
4. The comprehensive treatment system for the urban debris flow channel type debris yard according to claim 1, wherein the debris blocking system comprises a buried rock concrete gravity dam and a rolling rockfill dam, the top width of the buried rock concrete gravity dam is 1.0-3.0 m, and the side slope ratio of the rolling rockfill dam is 1: 0.5, backside slope ratio 1: 0.1-1: 0.3, taking the bottom of the buried rock concrete gravity dam as a foundation replacement layer, installing a dam internal drainage pipe on the buried rock concrete gravity dam, and arranging a protection flat at the downstream of the buried rock concrete gravity dam; the width of the top of the rolled rock-fill dam is 5.0-10.0 m, and the side slope ratio of slag facing is 1: 1.75, backside slope ratio 1: 2-1: 2.25, the bottom of the rolled rock-fill dam is a covering layer cleaning layer, a fine aggregate transition layer with the thickness of 0.5-1.0 m is arranged on the upstream side of the rolled rock-fill dam, and a dry rock-fill protection slope with the thickness of 50cm is arranged on the slope surface of the downstream side of the rolled rock-fill dam.
5. The comprehensive treatment system for the urban debris flow channel type refuse disposal site according to claim 1, wherein the debris bottom channel treatment system comprises C25 prefabricated reinforced concrete arched beams, a support, water seepage holes, a geotextile layer and a fine granule protective layer, wherein the C25 prefabricated reinforced concrete arched beams are semicircular arcs, the diameter of each prefabricated reinforced concrete arched beam is 2.0-5.0 m, and the thickness of each prefabricated reinforced concrete arched beam is 20-40 cm; the support is a prefabricated C25 concrete rectangular section, the width is 0.4-0.5 m, the height is 0.5-1.0 m, and the bottom surface of the support extends into the bedrock; the water seepage holes are PVC drainage pipes with the diameter of 80-100 mm arranged in the C25 prefabricated reinforced concrete arched beam, and a layer of geotextile is wrapped at the inlet; c25 prefabricated reinforced concrete arched beam outside surface parcel one deck geotechnological cloth layer; and laying a fine grain protective layer at the upper end of the C25 prefabricated reinforced concrete arched beam, wherein the thickness of the fine grain protective layer is 1.0 m.
6. The comprehensive treatment system for the urban debris flow channel type refuse disposal site according to claim 1, wherein the slope protection system comprises lattice beams, node joint dowels, top beams, planting soil layers and slope grass irrigation slope protection, the lattice beams are of a herringbone structure, the distance between vertical beams is 6.2m, the cross-sectional area of the beams is 0.8m x 0.4m, the distance between herringbone cross-beams is 3.0m, the cross-sectional area of the beams is 0.4m x 0.4m, and the lattice beams are cast in situ by adopting C25 reinforced concrete and are embedded into slag bodies by 5 cm; arranging node joint bars at the crossed parts of the lattice beams, wherein the node joint bars are made of HRB 400-grade deformed steel with the diameter of 25mm and the L of 4.5 m; constructing a top beam at the top of the slope, wherein the cross-sectional area is 0.3m multiplied by 0.4m, and the top beam is integrated with the lattice beam 91 by adopting C25 reinforced concrete cast-in-place and embedded into the slag body by 5 cm; a planting soil layer with the thickness of 30cm is replanted in the lattice beam; and arranging a slope grass-irrigating slope protection on the surface of the planting soil layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021813361.5U CN212801395U (en) | 2020-08-26 | 2020-08-26 | Urban debris flow channel type comprehensive treatment system for abandoned slag yard |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021813361.5U CN212801395U (en) | 2020-08-26 | 2020-08-26 | Urban debris flow channel type comprehensive treatment system for abandoned slag yard |
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