CN111088739A - Frame type anti-skidding structure with road system and construction method thereof - Google Patents
Frame type anti-skidding structure with road system and construction method thereof Download PDFInfo
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- 238000010276 construction Methods 0.000 title claims abstract description 25
- 230000003014 reinforcing effect Effects 0.000 claims description 27
- 230000002787 reinforcement Effects 0.000 claims description 13
- 239000002689 soil Substances 0.000 claims description 8
- 238000000034 method Methods 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 6
- 239000004927 clay Substances 0.000 claims description 4
- 230000009191 jumping Effects 0.000 claims description 4
- 238000009933 burial Methods 0.000 claims description 2
- 238000009412 basement excavation Methods 0.000 abstract description 13
- 230000008093 supporting effect Effects 0.000 abstract description 11
- 230000007774 longterm Effects 0.000 abstract description 4
- 230000000903 blocking effect Effects 0.000 description 7
- 230000009286 beneficial effect Effects 0.000 description 6
- 230000003993 interaction Effects 0.000 description 6
- 230000000694 effects Effects 0.000 description 4
- 239000000463 material Substances 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 238000009423 ventilation Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C3/00—Foundations for pavings
- E01C3/04—Foundations produced by soil stabilisation
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0275—Retaining or protecting walls characterised by constructional features cast in situ
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
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Abstract
The invention discloses a frame type anti-sliding structure with a road system and a construction method thereof, wherein the frame type anti-sliding structure comprises a top cross beam, a bottom cross beam, side wall columns, wall top longitudinal beams, inter-column retaining walls, wall bottom longitudinal beams and a road; the side wall columns are erected on two sides of the frame type anti-skidding structure, in the direction perpendicular to a road, the upper parts of the side wall columns are connected with the top cross beam, and the lower parts of the side wall columns are connected with the bottom cross beam; in the road direction, the upper part of the side wall column is connected with the wall top longitudinal beam, the lower part of the side wall column is connected with the wall bottom longitudinal beam, and the side wall column, the wall top longitudinal beam and the wall bottom longitudinal beam are connected by an inter-column retaining wall; the road is located above the bottom cross beam. The frame type anti-skid structure with the road system and the construction method thereof can solve the problems that the road is large in excavation amount when passing through the bealock section cutting and the supporting structures on the two sides of the road cannot be cooperated and fully play a role, the excavation amount of the earth is small, the disturbance width and the disturbance depth of a mountain are small, and the long-term stability of the mountain is facilitated.
Description
Technical Field
The invention relates to the technical field of road construction, in particular to a frame type anti-skid structure with a road system, and also relates to a construction method of the frame type anti-skid structure with the road system.
Background
When a road is built in a mountain area, the road often passes through bealock sections. Bealock is usually in a geological poor zone, a rock body joint crack develops, weathering unloading is serious, a stacking layer is loose and loose, and engineering properties are poor. When the road passes through the mute mouth in cutting form, because the toe excavation, loose accumulation layer easily slides unstability along its interface with the basement rock. As shown in fig. 3, in order to maintain the stability of the slope, cutting is often excavated at a small slope ratio, and the slope is graded to provide each grade of streets. And meanwhile, a retaining wall or an anti-slide pile is arranged at the toe of the slope to play a role in anti-slide. Such a procedure has certain problems: (1) the small slope ratio excavation will generate great engineering excavation amount, cause mountain disturbance with a large range and serious ecological damage, and is not beneficial to the long-term stability of the side slope. (2) The supporting and blocking structures on the two sides of the cutting play a role respectively, are not connected with each other, cannot play the maximum role of the supporting and blocking structures on the two sides simultaneously, and perform cooperative work. For example, in the road engineering where the side slopes on both sides are supported by the slide piles, when the slide piles on one side are exerted to the limit and are about to fail and the slide piles on the other side are not fully exerted, the sum of the supporting capabilities of the slide piles on both sides depends on the side with the weak supporting effect, which causes resource waste to a certain extent. (3) The compressive capacity of the reinforced concrete cannot be fully exerted.
Therefore, a structure which can meet the requirement of road passing, fully exert the maximum function of the retaining structures at two sides and has small excavation amount of a road construction mountain is required to be found, and the economic benefit maximization can be realized under the condition of ensuring the road safety.
Disclosure of Invention
Based on the defects of the prior art, the technical problem to be solved by the invention is to provide the frame-type anti-skid structure with the road system, the structure is simple, the use is convenient, the construction is convenient, the road system is arranged, the purposes of side slope retaining and road passing are simultaneously met, the foundation construction of the frame-type anti-skid structure adopts a jump excavation mode, the excavation amount of slope feet is reduced, the disturbance to potential landslides is small, the side slope stability is facilitated, and the transverse rigidity and the longitudinal rigidity of the structure are increased.
Correspondingly, the invention also provides a construction method of the frame type anti-skid structure with the road system, the method is easy to implement and simple and convenient to operate, and the problems that the excavation amount of the cutting of the road passing through the bealock section is large and the supporting structures on the two sides of the road cannot cooperate and fully play a role are solved.
In order to achieve the purpose, the invention adopts the following technical measures:
a frame type anti-skid structure with a road system comprises a top cross beam, a bottom cross beam, side wall columns, wall top longitudinal beams, inter-column retaining walls, wall bottom longitudinal beams and a road; the side wall columns are erected on two sides of the frame type anti-skidding structure, in the direction perpendicular to a road, the upper parts of the side wall columns are connected with the top cross beam, and the lower parts of the side wall columns are connected with the bottom cross beam; the top cross beam and the bottom cross beam are connected with the wall columns on the two sides in the transverse direction of the road to form a transverse frame; in the road direction, the upper parts of the side wall columns are connected with the wall top longitudinal beam, the lower parts of the side wall columns are connected with the wall bottom longitudinal beam, and the wall top longitudinal beam and the wall bottom longitudinal beam are connected with the adjacent side wall columns in the road longitudinal direction to form a longitudinal frame; the side wall columns, the wall top longitudinal beams and the wall bottom longitudinal beams are connected through retaining walls among the columns; the road is located above the bottom cross beam.
Preferably, the top surface of the top cross beam and the top surface of the side wall column are positioned on the same water surface; the bottom surface of the bottom cross beam is higher than the bottom surfaces of the side wall columns.
Furthermore, the top surface of the wall top longitudinal beam and the top surface of the side wall column are positioned on the same water surface; the bottom surface of the wall bottom longitudinal beam is higher than the bottom surfaces of the side wall columns.
Furthermore, the road is located between the two wall bottom longitudinal beams, and the top surface of the road is lower than the top surfaces of the wall bottom longitudinal beams.
Preferably, the top cross member and the bottom cross member are arranged at equal intervals in the road direction.
Through the technical measures: the most key components of the invention are a top cross beam, a bottom cross beam, a wall top longitudinal beam and a wall bottom longitudinal beam, wherein the top cross beam and the bottom cross beam are connected with wall columns at two sides in the transverse direction of a road to form a transverse frame, and the transverse rigidity of the structure is increased. The wall top longitudinal beam and the wall bottom longitudinal beam are connected with the adjacent side wall columns in the longitudinal direction of the road to form a longitudinal frame, so that the longitudinal rigidity of the structure is enhanced. The top cross beam, the bottom cross beam, the wall top longitudinal beam and the wall bottom longitudinal beam are added, so that the problem that wall columns on two sides cannot work cooperatively is solved. In addition, the top cross beam, the bottom cross beam, the wall top longitudinal beam and the wall bottom longitudinal beam are added to enable all the side wall columns to be connected, the overall rigidity of the structure is increased, the side wall columns work in a cooperative mode, the compression resistance of concrete is fully utilized, and the interaction and the balance gliding thrust of landslides on the two sides are made possible to be fully utilized.
The traditional method for ensuring the stability of the side slope by cutting the large slope ratio can generate larger mountain excavation amount, so that the mountain disturbance is intensified, and the long-term stability of the side slope is not facilitated. The frame type anti-sliding structure avoids large-scale slope cutting of mountains, is beneficial to slope stabilization and simultaneously reduces earth and stone cost, the supporting and blocking structures on two sides of the traditional cutting are not connected with each other, the maximum effect of the supporting and blocking structures on two sides cannot be simultaneously and fully exerted, cooperative work is achieved, the sum of the supporting and blocking capacity of the anti-sliding piles on two sides depends on one side with a weak supporting and blocking effect, and resource waste is caused to a certain extent. The side wall columns of the frame type anti-skid structure are connected by the beams in the transverse direction of the road, so that the side wall columns are connected into a whole and work cooperatively. The frame anti-skid structure is connected by the beams in the transverse direction and the longitudinal direction of the road, so that the transverse rigidity and the longitudinal rigidity of the structure are enhanced. The frame-type anti-skidding structure can fully utilize the interaction of landslides at two sides to balance gliding thrust. The frame anti-skid structure can fully exert the pressure resistance of reinforced concrete. The top beam and the bottom beam of the frame type anti-skid structure are arranged at a certain interval, so that materials are saved, and ventilation and lighting are facilitated.
The invention relates to a construction method of a frame type anti-skid structure with a road system, which comprises the following steps:
(1) and (3) surveying and designing: surveying the engineering geological conditions and the hydrological meteorological conditions of the mountain body, analyzing and determining the position of the potential sliding surface, and determining the height, the burial depth and the spacing of the side wall columns;
(2) jumping and digging a side wall column construction groove: jumping and digging the side wall column construction groove according to the calculated distance between the side wall columns, and constructing a retaining wall;
(3) constructing side wall columns: hoisting and placing a side wall column reinforcement cage, pouring side wall columns, reserving reinforcement joints, and filling settlement joints among the side wall columns with felts;
(4) constructing a wall bottom longitudinal beam: binding a wall bottom longitudinal beam reinforcement cage according to the designed size, connecting the wall bottom longitudinal beam reinforcement cage with the side wall columns in the longitudinal direction of the route, pouring the wall bottom longitudinal beam, and reserving a reinforcement joint;
(5) constructing the retaining wall between the columns: binding reinforcing meshes of the retaining wall between columns according to the designed size, connecting the reinforcing meshes with the side wall columns and the wall bottom longitudinal beams in the longitudinal direction of the route, pouring the retaining wall between columns, and reserving reinforcing joints;
(6) constructing a wall top longitudinal beam: binding a wall top longitudinal beam reinforcing mesh according to the designed size, connecting the wall top longitudinal beam reinforcing mesh with the side wall columns and the retaining walls between the columns in the longitudinal direction of the route, and pouring the wall top longitudinal beam;
(7) constructing a top cross beam: binding a top beam reinforcing mesh according to the designed size, connecting the top beam reinforcing mesh with the side wall columns in the transverse direction of the route, and pouring a top beam;
(8) constructing a bottom cross beam: binding a bottom crossbeam reinforcing mesh according to the designed size, connecting the bottom crossbeam reinforcing mesh with the side wall columns in the transverse direction of the route, and pouring a bottom crossbeam;
(9) constructing a pavement structure: pouring a pavement structure according to the designed thickness;
(10) backfilling a gravel soil and clay water-resisting layer: and backfilling a space between one side of the frame-type anti-skid structure and the excavated side slope by using gravel soil, and constructing a clay water-resisting layer on the top of the backfilled gravel soil.
Through the technical measures: the anti-skid pile is mainly an innovation of a design concept, the traditional anti-skid piles are erected on two sides of a road, play a role in supporting and blocking respectively and do not work cooperatively. The invention utilizes the cooperative work of the anti-slide piles at the two sides and the interaction of the landslides at the two sides. According to the invention, the top cross beam, the bottom cross beam, the wall top longitudinal beam and the wall bottom longitudinal beam are built to further connect the anti-slide piles on the two sides, so that the anti-slide piles on the two sides work in a cooperative manner, the common retaining effect of the anti-slide piles on the two sides is fully exerted, the interaction of the landslides on the two sides is fully utilized, the gliding thrust of the landslide is balanced, the anti-slide piles on the two sides work in a cooperative manner, the anti-slide piles on the single side are protected to the maximum extent, the interaction of the landslides on the two sides is fully utilized, and the.
By the technical measures described above, the following experimental data were obtained:
note:
(1) the width of the top wall bottom of the 5m high retaining wall is 2.01m, the width of the top wall bottom of the 6m high retaining wall is 2.41m, and the width of the top wall bottom of the 8m high retaining wall is 3.21 m. The foundation of the retaining wall is buried by 1.5 m.
(2) The frame-type structure is as follows: the cross-sectional dimension is 13.7x 9.45m.
(3) And calculating the slope brushing amount, the mountain disturbance width and the mountain disturbance depth according to the 30-degree slope of the original ground surface.
(4) The transverse stiffness and the longitudinal stiffness are increased compared to a single row of slide piles which are not connected to each other. The structure is divided into blocks (design drawing) every 4 meters in length, and compared with a single pile, the transverse rigidity is increased by 3 times, and the longitudinal rigidity is increased by 2.7 times.
Compared with the prior art, the frame type anti-skid structure with the road system and the construction method thereof at least have the following beneficial effects:
(1) compared with a retaining wall retaining structure, the frame type anti-skidding structure with the road system has the characteristics of small earth excavation amount, small mountain disturbance width and disturbance depth, and is beneficial to long-term stability of a mountain.
(2) The wall bottom longitudinal beam and the wall top longitudinal beam are beneficial to strengthening the longitudinal rigidity of the frame type anti-sliding structure along the line direction.
(3) The top and bottom beams are beneficial to strengthening the transverse rigidity of the frame type anti-skid structure in the direction perpendicular to the line.
(4) The road slab (road) is positioned on the bottom cross beam, and can transmit the road load to the side wall columns from the cross beam and then to the deep stable rock-soil layer from the side wall columns.
(5) The two-side structure works in cooperation under the connection of the top cross beam and the bottom cross beam, and the maximum effect of the two-side retaining structure is fully exerted.
(6) The combined structure can fully utilize the interaction of the mountain bodies on two sides of the bealock, balance the glide thrust of the landslide, reduce the excavation of the slope toe, stabilize the slope toe and further keep the landslide body stable.
Drawings
Fig. 1 is a schematic structural view of a frame-type skid-resistant structure with a road system according to a preferred embodiment of the present invention, in which (a) is a perspective view of the frame-type skid-resistant structure with a road system; (b) is a front view of a frame-type anti-skid structure with a road system; (c) is a side view of a frame-type skid-resistant structure with a road system; (d) is a top view of a frame-type skid-resistant structure with a road system.
Fig. 2 is a design view of a frame-type skid-resistant structure with a road system according to the present invention.
FIG. 3 is a design drawing of retaining wall retaining cutting.
Fig. 4 is a view showing a practical application of the frame type skid-resistant structure with a road system of the present invention.
Wherein: 1-top cross beam, 2-bottom cross beam, 3-side wall column, 4-wall top longitudinal beam, 5-inter-column retaining wall, 6-wall bottom longitudinal beam and 7-road.
Detailed Description
Example 1:
as shown in fig. 1 to 4, the frame-type antiskid structure with a road system according to an embodiment of the present invention includes a top beam 1, a bottom beam 2, side wall columns 3, wall top longitudinal beams 4, inter-column retaining walls 5, wall bottom longitudinal beams 6, and a road 7, wherein the side wall columns 3 stand on both sides of the frame-type antiskid structure, in a direction perpendicular to a road, upper portions of the side wall columns 3 are connected to the top beam 1, lower portions of the side wall columns 3 are connected to the bottom beam 2, and the top beam 1 and the bottom beam 2 are connected to the two side wall columns 3 in a transverse direction of the road to form a transverse frame, so that transverse rigidity of the structure is increased. The top surface of the top beam 1 and the top surface of the side wall column 3 are located on the same water surface, and the bottom surface of the bottom beam 2 is higher than the bottom surface of the side wall column 3. The two-side structure works in cooperation under the connection of the top cross beam 1 and the bottom cross beam 2, and the maximum effect of the two-side retaining structure is fully exerted.
In the direction of the road, the upper part of the side wall column 3 is connected with the wall top longitudinal beam 4, the lower part of the side wall column 3 is connected with the wall bottom longitudinal beam 6, and the wall top longitudinal beam 4 and the wall bottom longitudinal beam 6 are connected with the adjacent side wall columns 3 in the longitudinal direction of the road to form a longitudinal frame, so that the longitudinal rigidity of the structure is increased. The top surface of the wall top longitudinal beam 4 and the top surface of the side wall column 3 are positioned on the same water surface, and the bottom surface of the wall bottom longitudinal beam 6 is higher than the bottom surface of the side wall column 3. The side wall columns 3, the wall top longitudinal beams 4 and the wall bottom longitudinal beams 6 are connected through retaining walls 5 between the columns. The top cross beam 1 and the bottom cross beam 2 are arranged at equal intervals in the road direction, so that materials are saved, and ventilation and lighting are facilitated.
The road 7 is located on the bottom cross beam 2, the road 7 is located between the two wall bottom longitudinal beams 6, the top surface of the road 7 is lower than the top surfaces of the wall bottom longitudinal beams 6, and the road load can be transmitted to the side wall columns 3 from the bottom cross beam 2 and then transmitted to the deep stable rock-soil layer from the side wall columns 3.
Correspondingly, the construction method of the frame type anti-skid structure with the road system has the following implementation sequence: construction preparation → side wall column construction → wall bottom longitudinal beam construction → retaining wall construction between columns → wall top longitudinal beam construction → top beam construction → bottom beam construction → pavement structure construction, the specific implementation method is as follows:
step 1: after the measurement and the setting-out, a jump excavation method is adopted to manually excavate a foundation pit from the ground surface downwards to the designed bottom elevation of the side wall column, a formwork is erected, reinforcing steel bars are bound, and a plurality of side wall columns 3 on two sides are poured;
step 2: and binding the wall bottom longitudinal beam reinforcement cage according to the designed size, connecting the wall bottom longitudinal beam reinforcement cage with the side wall columns 3 in the longitudinal direction of the route, pouring the wall bottom longitudinal beam 6, and reserving a reinforcement joint.
And 3, step 3: binding the reinforcing mesh of the retaining wall between the columns according to the designed size, connecting the reinforcing mesh with the side wall columns 3 and the wall bottom longitudinal beams 6 in the longitudinal direction of the route, pouring the retaining wall 5 between the columns, and reserving reinforcing joints.
And 4, step 4: and binding the wall top longitudinal beam reinforcing mesh according to the designed size, connecting the wall top longitudinal beam reinforcing mesh with the side wall columns 3 and the inter-column retaining walls 5 in the longitudinal direction of the route, and pouring the wall top longitudinal beam 4.
And 5, step 5: and binding a top cross beam reinforcing mesh according to the designed size, connecting the top cross beam reinforcing mesh with the side wall columns 3 in the transverse direction of the route, and pouring the top cross beam 1.
And 6, step 6: and binding a bottom cross beam reinforcing mesh according to the designed size, connecting the bottom cross beam reinforcing mesh with the side wall columns 3 in the transverse direction of the route, and pouring the bottom cross beam 2.
And 7, step 7: and pouring a pavement structure (road 7) according to the designed thickness.
The above description is only an embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art can understand that the modifications or substitutions within the technical scope of the present invention should be included in the scope of the present invention.
Claims (6)
1. A frame type anti-skid structure with a road system is characterized by comprising a top cross beam, a bottom cross beam, side wall columns, wall top longitudinal beams, inter-column retaining walls, wall bottom longitudinal beams and a road;
the side wall columns are erected on two sides of the frame type anti-skidding structure, in the direction perpendicular to a road, the upper parts of the side wall columns are connected with the top cross beam, and the lower parts of the side wall columns are connected with the bottom cross beam; the top cross beam and the bottom cross beam are connected with the wall columns on the two sides in the transverse direction of the road to form a transverse frame;
in the road direction, the upper parts of the side wall columns are connected with the wall top longitudinal beam, the lower parts of the side wall columns are connected with the wall bottom longitudinal beam, and the wall top longitudinal beam and the wall bottom longitudinal beam are connected with the adjacent side wall columns in the road longitudinal direction to form a longitudinal frame;
the side wall columns, the wall top longitudinal beams and the wall bottom longitudinal beams are connected through retaining walls among the columns; the road is located above the bottom cross beam.
2. A frame-type skid resistant structure with a roadway system as recited in claim 1, wherein a top surface of said top cross member is on the same water surface as a top surface of said sidewall columns; the bottom surface of the bottom cross beam is higher than the bottom surfaces of the side wall columns.
3. A frame-type skid resistant structure with a roadway system as recited in claim 1, wherein a top surface of said wall top stringer is on the same water level as a top surface of said side wall column; the bottom surface of the wall bottom longitudinal beam is higher than the bottom surfaces of the side wall columns.
4. A frame-type skid resistant structure with a roadway system as claimed in claim 1, wherein said roadway is located between two wall bottom stringers and the top surface of the roadway is lower than the top surface of said wall bottom stringers.
5. A frame-type skid resistant structure with a roadway system as recited in claim 1, wherein said top and bottom beams are evenly spaced in the direction of the roadway.
6. A method of constructing a frame-type skid-resistant structure with a road system as claimed in any one of claims 1 to 5, wherein the steps of:
(1) and (3) surveying and designing: surveying the engineering geological conditions and the hydrological meteorological conditions of the mountain body, analyzing and determining the position of the potential sliding surface, and determining the height, the burial depth and the spacing of the side wall columns;
(2) jumping and digging a side wall column construction groove: jumping and digging the side wall column construction groove according to the calculated distance between the side wall columns, and constructing a retaining wall;
(3) constructing side wall columns: hoisting and placing a side wall column reinforcement cage, pouring side wall columns, reserving reinforcement joints, and filling settlement joints among the side wall columns with felts;
(4) constructing a wall bottom longitudinal beam: binding a wall bottom longitudinal beam reinforcement cage according to the designed size, connecting the wall bottom longitudinal beam reinforcement cage with the side wall columns in the longitudinal direction of the route, pouring the wall bottom longitudinal beam, and reserving a reinforcement joint;
(5) constructing the retaining wall between the columns: binding reinforcing meshes of the retaining wall between columns according to the designed size, connecting the reinforcing meshes with the side wall columns and the wall bottom longitudinal beams in the longitudinal direction of the route, pouring the retaining wall between columns, and reserving reinforcing joints;
(6) constructing a wall top longitudinal beam: binding a wall top longitudinal beam reinforcing mesh according to the designed size, connecting the wall top longitudinal beam reinforcing mesh with the side wall columns and the retaining walls between the columns in the longitudinal direction of the route, and pouring the wall top longitudinal beam;
(7) constructing a top cross beam: binding a top beam reinforcing mesh according to the designed size, connecting the top beam reinforcing mesh with the side wall columns in the transverse direction of the route, and pouring a top beam;
(8) constructing a bottom cross beam: binding a bottom crossbeam reinforcing mesh according to the designed size, connecting the bottom crossbeam reinforcing mesh with the side wall columns in the transverse direction of the route, and pouring a bottom crossbeam;
(9) constructing a pavement structure: pouring a pavement structure according to the designed thickness;
(10) backfilling a gravel soil and clay water-resisting layer: and backfilling a space between one side of the frame-type anti-skid structure and the excavated side slope by using gravel soil, and constructing a clay water-resisting layer on the top of the backfilled gravel soil.
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| CN202010008519.XA CN111088739A (en) | 2020-01-06 | 2020-01-06 | Frame type anti-skidding structure with road system and construction method thereof |
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| CN202010008519.XA CN111088739A (en) | 2020-01-06 | 2020-01-06 | Frame type anti-skidding structure with road system and construction method thereof |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114855774A (en) * | 2022-04-24 | 2022-08-05 | 四川省公路规划勘察设计研究院有限公司 | Frame type anti-slide pile and pouring device thereof |
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| CN201962697U (en) * | 2011-02-21 | 2011-09-07 | 安徽省交通规划设计研究院 | Frame retaining wall with composite structure |
| CN109722997A (en) * | 2018-12-21 | 2019-05-07 | 广州市市政工程设计研究总院有限公司 | A kind of road prevention structure and its construction method for blocking falling rocks |
| CN212175363U (en) * | 2020-01-06 | 2020-12-18 | 中国科学院武汉岩土力学研究所 | Frame-type anti-skidding structure with road system |
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| CN114855774A (en) * | 2022-04-24 | 2022-08-05 | 四川省公路规划勘察设计研究院有限公司 | Frame type anti-slide pile and pouring device thereof |
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