CN218373649U - Highway along-river scouring protection structure for high and steep slope section in mountain ridge region - Google Patents

Highway along-river scouring protection structure for high and steep slope section in mountain ridge region Download PDF

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Publication number
CN218373649U
CN218373649U CN202222387985.0U CN202222387985U CN218373649U CN 218373649 U CN218373649 U CN 218373649U CN 202222387985 U CN202222387985 U CN 202222387985U CN 218373649 U CN218373649 U CN 218373649U
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China
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river
along
basis
ecological
slope section
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CN202222387985.0U
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Chinese (zh)
Inventor
邢浩
丁世跃
李瀚�
郭冬冬
袁义华
郭炜欣
邹明
高凯恒
杨精卫
王现宾
李�瑞
向六
苏顺
叶浓华
万成坤
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Fourth Engineering Co Ltd of China Railway Seventh Group Co Ltd
China Railway Seventh Group Co Ltd
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Fourth Engineering Co Ltd of China Railway Seventh Group Co Ltd
China Railway Seventh Group Co Ltd
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Abstract

The utility model discloses a highway of mountain area high steep side slope section erodees protective structure along the river, include along riverbed to highway curb basis, reinforcement stake and the bank protection that sets gradually, the basis is concrete structure and sets up along the river course flow direction, the reinforcement stake interval insert beat in the riverbed, the reinforcement stake with the basis is connected as an organic wholely, the reinforcement stake is located the one side that is close to highway curb, the bank protection sets up on the river course is domatic, the bank protection is laid in proper order by the ecological brick of polylith and is formed on domatic, ecological brick center has the dead slot, has planted the vegetation in it. The utility model discloses the river area along of constructing the access road erodees the protection construction to guarantee the safe and reliable of construction access road.

Description

Highway along-river scouring protection structure for high and steep slope section in mountain ridge region
Technical Field
The utility model relates to a mountain area high steep slope pavement construction technical field. More specifically, the utility model relates to a highway of mountain area high and steep side slope district is along river erodees protective structure.
Background
The geological environment of the mountain area is very complicated, and when infrastructure construction is carried out in the mountain area, the construction access is taken as a large temporary facility which is important for construction, and is a decisive factor for restricting the deployment and the progress plan of the engineering construction scheme. The complicated external environmental conditions in mountain areas, such as along river areas and high and steep slope sections, pose significant challenges to the design and construction of construction roads. In the process of constructing the access roads, the construction access roads are damaged or destroyed by the scouring along the river in the mountain areas, so that a river scouring protection structure is required to be arranged outside the construction access roads in the river areas to avoid serious damage or destruction of the river scouring to the construction access roads.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a protective structure is erodeed along the river to the pavement of mountain area high steep side slope district, and it erodees the protection construction along the river area to the construction pavement to guarantee the safe and reliable of construction pavement.
In order to realize the basis the utility model discloses a these purposes and other advantages provide a protective structure is washed away along the river in the pavement of mountain area high steep side slope section, include along riverbed to pavement curb basis, reinforcing pile and the bank protection that sets gradually, the basis is concrete structure and sets up along the riverway flow direction, the reinforcing pile interval insert beat in the riverbed, the reinforcing pile with the basis is connected as an organic whole, the reinforcing pile is located the one side that is close to pavement curb, the bank protection sets up on the river course is domatic, the bank protection is laid in proper order by the ecological brick of polylith and is formed on domatic, ecological brick center has the dead slot, and it has the vegetation to plant in it.
Preferably, polylith ecological brick is connected and is not set up ecological brick for the positive center of unit and the unit of a square of an organic whole formation, it has still inserted the spud pile perpendicularly on domatic, and it inserts to domatic soil body in, the spud pile with ecological brick's planar structure is the same, and a unit is corresponding the cover through its center just and is located on a spud pile and fixed, and a plurality of units are laid in proper order and are formed the bank protection.
Preferably, the ecological brick is of a frame structure, and a plurality of steel bars are arranged on the bottom surface of the ecological brick and are inserted into a slope soil body.
Preferably, the basis is gone up and is set gradually the gabion, fills the stone in it, and adjacent gabion ligature is connected as an organic whole and the gabion also with strengthen the stake ligature as an organic whole.
Preferably, the foundations are arranged in multiple sections along the flow direction of the river channel, settlement joints are arranged between the foundations of adjacent sections, and asphalt sealing paste is filled between the settlement joints.
Preferably, a layer of protective net is laid on the slope surface, and the ecological bricks are laid on the protective net.
The utility model discloses at least, include following beneficial effect:
1. the utility model discloses a erode protective structure safe and reliable and construction convenience, guaranteed the safe and reliable of construction access road, provide powerful interim passageway for mountain area infrastructure construction.
2. The utility model discloses a erode protective structure erodees the protection through the three layer construction who sets gradually to the river course, and each structure all is provided with the reinforcement measure, has guaranteed overall structure's steadiness.
Additional advantages, objects, and features of the invention will be set forth in part in the description which follows and in part will become apparent to those having ordinary skill in the art upon examination of the following or may be learned from practice of the invention.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a top view of the foundation, gabion and reinforcing piles of the present invention;
fig. 3 is a schematic plan view of the ecological brick and the fixing pile of the present invention.
Description of the reference numerals:
1. basis, 2, gabion, 3, reinforcing pile, 4, bank protection, 5, ecological bricks, 6, spud pile, 7, reinforcing bar.
Detailed Description
The present invention is further described in detail below with reference to the drawings so that those skilled in the art can implement the invention with reference to the description.
It is to be noted that the experimental methods described in the following embodiments are all conventional methods unless otherwise specified, and the reagents and materials described therein are commercially available unless otherwise specified; in the description of the present invention, the terms "lateral", "longitudinal", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
As shown in fig. 1 to 3, the utility model provides a protective structure is washed away along the river in the pavement of mountain area high steep side slope section, include 1, the anchor pile 3 and the bank protection 4 that set gradually along riverbed to pavement curb, 1 foundation is concrete structure and sets up along the river course flow direction, 3 intervals of anchor pile insert beat in the riverbed, anchor pile 3 with 1 connection of foundation is as an organic whole, anchor pile 3 is located the one side that is close to pavement curb, bank protection 4 sets up on the river course is domatic, bank protection 4 is laid in proper order by polylith ecological brick 5 and is formed on domatic, 5 centers of ecological brick have the dead slot, it has the vegetation to plant in it.
In above-mentioned technical scheme, reinforcing pile 3 is connected as an organic whole with basis 1, forms two parts and holistic protective structure, and reinforcing pile 3 connects fixed basis 1 on the one hand, and on the other hand plays the guard action to domatic gliding, and whole bank protection 4 is located more than conventional water line, and the highway shoulder is higher than the highest water line in flood season by at least 1m. Firstly inserting and driving the reinforcing piles 3 into the riverbed to form a stable supporting and protecting structure, and then pouring concrete to form the foundation 1 by means of the reinforcing piles 3, so that the foundation 1 and the reinforcing piles 3 are connected into a whole. Slope protection 4 is laid by planting vegetation in the ecological brick 5 of polylith and is formed, plays the scour protection effect on the one hand, and on the other hand forms ecological protective structure, and is friendly to the environment.
In another technical scheme, as shown in fig. 3, a plurality of ecological bricks 5 are connected to form a square unit, the ecological brick 5 is not arranged in the center of the unit, a fixing pile 6 is vertically inserted and driven on the slope and inserted into the slope soil, the fixing pile 6 has the same plane structure as the ecological brick 5, one unit is correspondingly sleeved on one fixing pile 6 right through the center of the unit and is fixed, and a plurality of units are sequentially laid to form the revetment 4.
In above-mentioned technical scheme, prefabricate a cellular construction in advance, then according to the drawing of design, insert and beat spud pile 6 to locate the spud pile 6 with the unit cover in proper order, form bank protection 4, plant the vegetation in ecological brick 5 again, or plant good in advance and lay again can. After the unit is sleeved on the fixed pile 6, the unit is pressed and fixed in the soil body towards the slope surface to form a certain fixation.
In another technical scheme, the ecological brick 5 is of a frame structure, a plurality of steel bars 7 are arranged on the bottom surface of the ecological brick, and the ecological brick is inserted into a slope soil body.
In the technical scheme, the ecological bricks 5 are fixed in the slope soil body in a small range through the steel bars 7 arranged at the bottom, and are inserted and driven more deeply with the fixing piles 6 to form synchronous stable support. Ecological brick 5 is frame construction in order to form sufficient vegetation planting space, and the bottom also is empty, and the vegetation further prevents domatic landslide through the vegetation in deepening downwards to domatic soil body.
In another kind of technical scheme, basis 1 is last to be provided with gabion 2 in proper order, and it fills the stone in it, and 2 ligatures of adjacent gabion are connected as an organic whole and gabion 2 also with strengthen the stake ligature as an organic whole.
In above-mentioned technical scheme, the further reinforcing protective structure that sets up of gabion 2, gabion 2 places in proper order on basis 1, and the gabion 2 of following the river course flow direction ligature as an organic whole in proper order, and gabion 2 still with strengthen the stake ligature as an organic whole to guarantee the stability of gabion 2, when gabion 2 placed, its center generally was located one of them and strengthens stake department. And the interior of the gabion 2 is sequentially filled with stones to form a protective structure.
In another technical scheme, the foundations 1 are arranged in multiple sections along the flow direction of the river, settlement joints are arranged between the foundations 1 of adjacent sections, and asphalt sealant is filled between the settlement joints. The foundation 1 is cast in sections to form multiple sections.
In another technical scheme, a layer of protective net is laid on the slope surface, and the ecological bricks 5 are laid on the protective net. The slope protection is further enhanced by the arrangement of the protective net. Ecological brick 5 is laid on the protective net through inserting and beating of spud pile 6 and reinforcing bar 7. The vegetation extends into the slope soil along the meshes of the protective net.
The concrete construction scheme of the application is as follows:
inserting and driving reinforcing piles on a river bed flowing along a river course in a dry water period according to a set interval, wherein the height of the reinforcing piles protruding out of the surface of the river bed is the sum of the height of a foundation 1 and the height of a gabion 2;
secondly, pouring concrete in multiple sections by taking the reinforcing piles as side edges to form a foundation 1, reserving settlement joints between adjacent sections of foundations 1 and filling asphalt sealant, sequentially binding gabions 2 when the strength of the foundation 1 meets the requirement, and filling stones;
step three, forming a plurality of units with ecological bricks 5 in advance, planting vegetation in the ecological bricks 5 in advance, laying a protective net after the construction of the step one and the step two is completed, inserting and driving fixing piles 6 on the protective net according to design, then laying the units in sequence, inserting the units into a slope soil body through reinforcing steel bars 7 in the laying process, realizing the positioning and fixing of the ecological bricks 5, and laying the vegetation if gaps exist between the units.
While the embodiments of the invention have been described above, it is not intended to be limited to the details shown, or described, but rather to cover all modifications, which would come within the scope of the appended claims, and all changes which come within the meaning and range of equivalency of the art are therefore intended to be embraced therein.

Claims (6)

1. The utility model provides a protective structure is washed away along the river to the pavement of mountain area high steep side slope section, a serial communication port, include along riverbed to pavement curb basis, reinforcing pile and the bank protection that sets gradually, the basis is concrete structure and sets up along the river course flow direction, reinforcing pile interval insert beat in the riverbed, reinforcing pile with the basis is connected as an organic wholely, reinforcing pile is located the one side that is close to pavement curb, the bank protection sets up on the river course is domatic, the bank protection is laid in proper order on domatic by the ecological brick of polylith and is formed, ecological brick center has the dead slot, and it has the vegetation to plant in it.
2. The sidewalk along river scour protection structure for high and steep slope sections in mountain areas as claimed in claim 1, wherein a plurality of ecological bricks are connected to form a square unit, no ecological brick is arranged in the center of the unit, a fixing pile is vertically inserted and driven on the slope surface and inserted into the soil body of the slope surface, the fixing pile has the same plane structure as the ecological bricks, one unit is correspondingly sleeved and fixed on a fixing pile right through the center of the unit, and a plurality of units are sequentially laid to form the revetment.
3. The protective structure for the scour of the sidewalk along the river of the high and steep slope section in the mountain area as claimed in claim 2, wherein the ecological brick is a frame structure and the bottom surface is provided with a plurality of steel bars and inserted into the slope soil.
4. The sidewalk of the mountain area high and steep slope section along the river scouring protection structure as claimed in claim 1, wherein a gabion is sequentially arranged on the foundation, stones are filled in the gabion, adjacent gabions are bound and connected into a whole, and the gabion and the reinforcing pile are bound and connected into a whole.
5. The sidewalk along river erosion protection structure of the high and steep slope section in the mountain area according to claim 1, wherein the foundations are arranged in multiple sections along the flow direction of the river, settlement joints are arranged between the foundations of adjacent sections, and asphalt sealant is filled between the settlement joints.
6. The sidewalk along the river scouring protection structure of the high and steep slope section in the mountain area according to claim 3, wherein a layer of protective net is laid on the slope surface, and the ecological bricks are laid on the protective net.
CN202222387985.0U 2022-09-08 2022-09-08 Highway along-river scouring protection structure for high and steep slope section in mountain ridge region Active CN218373649U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202222387985.0U CN218373649U (en) 2022-09-08 2022-09-08 Highway along-river scouring protection structure for high and steep slope section in mountain ridge region

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202222387985.0U CN218373649U (en) 2022-09-08 2022-09-08 Highway along-river scouring protection structure for high and steep slope section in mountain ridge region

Publications (1)

Publication Number Publication Date
CN218373649U true CN218373649U (en) 2023-01-24

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ID=84972513

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202222387985.0U Active CN218373649U (en) 2022-09-08 2022-09-08 Highway along-river scouring protection structure for high and steep slope section in mountain ridge region

Country Status (1)

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CN (1) CN218373649U (en)

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