CN117071605A - Prefabricated assembled slope protection and construction method thereof - Google Patents

Prefabricated assembled slope protection and construction method thereof Download PDF

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Publication number
CN117071605A
CN117071605A CN202311081681.4A CN202311081681A CN117071605A CN 117071605 A CN117071605 A CN 117071605A CN 202311081681 A CN202311081681 A CN 202311081681A CN 117071605 A CN117071605 A CN 117071605A
Authority
CN
China
Prior art keywords
connecting piece
slope protection
side slope
prefabricated
piece
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.)
Pending
Application number
CN202311081681.4A
Other languages
Chinese (zh)
Inventor
谢昭宇
朱东良
刘朝辉
李长冬
潘阳航
余伟军
明猛
顾东明
张峰
李涛
何涛
王贵华
王董义
杨莹
程坤
常晓菲
黄佳
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Wuhan Dongyan Intelligent Design And Research Institute Co ltd
Hubei Daoze Survey And Design Institute Co ltd
China University of Geosciences
Original Assignee
Wuhan Dongyan Intelligent Design And Research Institute Co ltd
Hubei Daoze Survey And Design Institute Co ltd
China University of Geosciences
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Wuhan Dongyan Intelligent Design And Research Institute Co ltd, Hubei Daoze Survey And Design Institute Co ltd, China University of Geosciences filed Critical Wuhan Dongyan Intelligent Design And Research Institute Co ltd
Priority to CN202311081681.4A priority Critical patent/CN117071605A/en
Publication of CN117071605A publication Critical patent/CN117071605A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • E02D17/205Securing of slopes or inclines with modular blocks, e.g. pre-fabricated
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/76Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F3/00Sewer pipe-line systems
    • E03F3/04Pipes or fittings specially adapted to sewers
    • E03F3/046Open sewage channels
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F3/00Sewer pipe-line systems
    • E03F3/06Methods of, or installations for, laying sewer pipes

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Paleontology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Health & Medical Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

The invention provides a construction method for prefabricated side slope protection, which comprises the following steps: (1) Hoisting the connecting piece, determining the positions of other components according to the positions of the connecting piece, assembling the rapid trough piece, the arched framework piece and the connecting piece, and hoisting the breaking table and the drainage ditch; (2) And (3) paving a three-dimensional net, fixing the three-dimensional net on the slope, and covering with soil to finish the prefabricated slope protection after construction. The prefabricated side slope protection is provided with the connecting piece, the connecting piece is assembled with other components, all the components are prefabricated blocks in advance, and the prefabricated side slope protection is installed on site, so that the site construction efficiency is improved, and meanwhile, the side slope has higher stability.

Description

Prefabricated assembled slope protection and construction method thereof
Technical Field
The invention belongs to the technical field of engineering, and particularly relates to prefabricated side slope protection and a construction method of the prefabricated side slope protection.
Background
In municipal engineering, highway engineering and construction engineering, two sides of a structure are usually required to be excavated and laid, and a rapid trough, an arch skeleton and the like are cast in situ, so that the slope stability is enhanced. The side slope is reinforced by adopting measures such as three-dimensional net grass planting slope protection, arch skeleton slope protection and the like, so that the side slope stability is improved. However, the construction period of the common side slope reinforcement measures is slow, and the construction period is affected because the side slope reinforcement measures need to be cast in situ. The stability of the side slope mostly depends on the self side slope stability, and the side slope stability is influenced by long-time rain wash, so that the side slope collapse and other damages are caused.
Based on this, it is necessary to provide a prefabricated assembled side slope protection, adopts arch skeleton bank protection, splits whole bank protection system, and required component is whole prefabricated back in advance, at on-the-spot direct mount, convenient construction, efficient for the side slope has better stability.
Disclosure of Invention
The invention aims to provide a construction method for prefabricated side slope protection, which solves the defects of lower side slope stability and inconvenient construction in the prior art.
The invention also aims to provide a prefabricated side slope protection.
In order to achieve the above purpose, the technical scheme adopted by the invention is as follows:
a construction method of prefabricated side slope protection comprises the following steps:
(1) Hoisting the connecting piece, determining the positions of other components according to the positions of the connecting piece, assembling the rapid trough piece, the arched framework piece and the connecting piece, and hoisting the breaking table and the drainage ditch;
(2) And (3) paving a three-dimensional net, fixing the three-dimensional net on the slope, and covering with soil to finish the prefabricated slope protection after construction.
The utility model provides a prefabricated assembled side slope protection, includes the connecting piece, the connecting piece is equipped with first connecting hole and second connecting hole, through first connecting hole carries out the horizontal expansion with external component and is connected, through the second connecting hole carries out the vertical expansion with external component and is connected.
In the invention, the connecting piece is cuboid, the first connecting hole is arranged on the wide side wall of the connecting piece, and the second connecting hole is arranged on the long side wall of the connecting piece.
Further, the number of the first connecting holes is six, and the number of the second connecting holes is six.
In the invention, the connecting piece is also provided with a third connecting hole, the third connecting hole penetrates through the top and the bottom of the connecting piece, and the connecting piece is fixed on the slope surface through the third connecting hole.
Further, the third connecting holes are provided with four.
In the invention, the connecting piece is also provided with an anchor cable hole.
Further, the anchor cable hole is positioned at the center of the connecting piece and has the same central axis as the connecting piece.
Further, the prefabricated side slope protection further comprises an anchor rope, and the anchor rope is fixedly connected with the connecting piece through an anchor rope hole.
The invention can be improved in that the prefabricated side slope protection further comprises a rapid trough member, the cross section of the rapid trough member is concave, and the two ends of the rapid trough member are provided with fourth connecting holes.
Further, the rapid-flow groove member is connected to the first connecting hole of the connecting member through the fourth connecting hole. By connecting the chute member with the connecting piece, a longitudinal extension of the prefabricated slope protection can be achieved.
Further, six ends of the fourth connecting holes are respectively provided.
In the invention, the prefabricated side slope protection further comprises an arched framework piece, the whole arched framework piece is arc-shaped and provided with convex edges, and the two ends of the arched framework piece are provided with fifth connecting holes which are connected with the second connecting holes of the connecting pieces. The arched framework is connected with the connecting piece, so that the transverse extension of the prefabricated slope protection can be realized.
Further, six ends of the fifth connecting holes are respectively provided.
In the invention, the bottom of the prefabricated slope protection is provided with a breaking table, and the breaking table is provided with a rapid trough piece.
Further, a drainage ditch is arranged on the side edge of the breaking table, and the drainage ditch is formed by drainage units.
In the invention, the connecting piece, the rapid trough piece, the arched framework piece, the breaking table and the drainage ditch are all made of concrete.
The invention has the following beneficial effects:
(1) The prefabricated side slope protection is provided with the connecting piece, the connecting piece is assembled with other components, all the components are prefabricated blocks in advance, and the prefabricated side slope protection is installed on site, so that the site construction efficiency is improved, and meanwhile, the side slope has higher stability.
(2) The prefabricated assembly type side slope protection connecting piece, the rapid trough piece and the arched framework piece are inserted into the inside of the side slope through the connecting holes to be connected, so that the connection is stable and the assembly is convenient; the anchor cable is fixed on the connecting piece through the anchor cable hole, so that the stability of the side slope is further enhanced; the rapid trough piece and the arched framework piece have a diversion effect on rainwater, can reduce the influence on slope protection scouring, and has better slope protection stability.
(3) The construction method is simple, convenient for field operation and high in efficiency.
Drawings
The invention will now be described in further detail with reference to the drawings and to specific examples.
FIG. 1 is a diagram showing the overall effect of the prefabricated side slope protection of the present invention;
FIG. 2 is a cross-sectional view of the prefabricated side slope protection of the present invention;
FIG. 3 is a diagram illustrating the connection of the connecting member to the chute member and the arch frame of the present invention;
FIG. 4 is a schematic view of the overall structure of the connector of the present invention;
FIG. 5 is a front view of the connector of the present invention;
FIG. 6 is a left side view of the connector of the present invention;
FIG. 7 is a top view of the connector of the present invention;
FIG. 8 is a schematic view of the overall structure of the instant invention chute member;
FIG. 9 is a front view of the instant invention chute member;
FIG. 10 is a rear view of the instant invention chute member;
FIG. 11 is a top view of the instant invention chute member;
FIG. 12 is a schematic view of the overall structure of the arched frame members of the present invention;
FIG. 13 is a front view of an arched frame member of the present invention;
FIG. 14 is a rear view of the arched frame members of the present invention;
FIG. 15 is a right side view of the arched frame members of the present invention;
FIG. 16 is a top view of an arched frame member of the present invention;
FIG. 17 is a schematic view of the overall structure of the drain of the present invention;
the figures are marked as follows: 1. a connecting piece; 2. a chute member; 3. an arched framework; 4. a breaking table; 5. a drainage ditch; 6. a first connection hole; 7. a second connection hole; 8. a third connection hole; 9. anchor cable holes; 10. a fourth connection hole; 11. and a fifth connection hole.
Detailed Description
The prefabricated side slope protection shown in fig. 1-17 comprises a connecting piece 1, a rapid trough piece 2, an arched framework piece 3, a breaking table 4 and a drainage ditch 5.
The connecting piece 1 is cuboid, is equipped with first connecting hole 6, second connecting hole 7, third connecting hole 8 and anchor rope hole 9. The first connecting hole 6 is formed in the wide side wall of the connecting piece 1, and the second connecting hole 7 is formed in the long side wall of the connecting piece 1. The third connecting hole 8 penetrates through the top and the bottom of the connecting piece 1, and the connecting piece 1 is fixed on the slope by inserting reinforcing steel bars through the third connecting hole 8. The anchor cable hole 9 is located at the center of the connector 1 and has the same central axis as the connector 1. The anchor cable is fixedly connected with the connecting piece 1 through the anchor cable hole 9, and the anchor cable is buried in the slope. In this embodiment, six first connecting holes 6, six second connecting holes 7 and four third connecting holes 8 are provided.
The cross section of the rapid trough member 2 is concave, and six fourth connecting holes 10 are respectively arranged at two ends of the rapid trough member. The rapid-flow member 2 is connected to the first connecting hole 6 of the connecting member 1 by inserting reinforcing bars into the fourth connecting hole 10. By connecting the chute member 2 with the connection piece 1, a longitudinal extension of the prefabricated side slope protection can be achieved. The whole arch skeleton member 3 is arc, and the top is equipped with protruding edge, plays the water conservancy diversion effect, and arch skeleton member 3 both ends respectively are equipped with six fifth connecting hole 11, are connected with connecting piece 1 second connecting hole 7 through inserting the reinforcing bar in fifth connecting hole 11. The arched framework 3 is connected with the connecting piece 1, so that the transverse extension of the prefabricated slope protection can be realized. The breaking table 4 is arranged at the bottom of the prefabricated side slope protection, the breaking table 4 is provided with a rapid trough member 2, and the rapid trough member 2 and the slope rapid trough member 2 are connected by inserting reinforcing steel bars through a first connecting hole 6. The side of the breaking table 4 is provided with a drainage ditch 5, and the drainage ditch 5 is composed of drainage units. In this embodiment, the connector, chute member, arch frame member, breaker table and drain are all comprised of concrete.
The construction method of the prefabricated side slope protection comprises the following steps:
(1) Firstly, connecting an anchor rope with a connecting piece through an anchor rope hole, and then inserting four longitudinal steel bars into a side slope for fixing the connecting piece;
(2) Positioning other components according to the connecting piece, assembling the rapid trough piece and the arched framework piece, and then assembling the breaking table and the drainage ditch;
(3) After hoisting of each component is completed, a three-dimensional net is paved along the slope surface, and the three-dimensional net is fixed from top to bottom by using U-shaped nails and steel nails, so that the three-dimensional net pad is attached to the slope surface; and then covering with soil, namely, constructing to complete the prefabricated side slope protection.
The above-mentioned embodiments of the present invention are not intended to limit the scope of the present invention, and the embodiments of the present invention are not limited thereto, and all kinds of modifications, substitutions or alterations made to the above-mentioned structures of the present invention according to the above-mentioned general knowledge and conventional means of the art without departing from the basic technical ideas of the present invention shall fall within the scope of the present invention.

Claims (10)

1. The construction method of the prefabricated side slope protection is characterized by comprising the following steps of:
hoisting a connecting piece (1), determining the positions of other components according to the positions of the connecting piece (1), splicing a rapid-cooling chute piece (2), an arch-shaped framework piece (3) and the connecting piece (1), and then hoisting a breaking table (4) and a drainage ditch (5);
(2) And (3) paving a three-dimensional net, fixing the three-dimensional net on the slope, and covering with soil to finish the prefabricated slope protection after construction.
2. The construction method of prefabricated side slope protection according to claim 1, characterized in that the connecting piece (1) is provided with a first connecting hole (6) and a second connecting hole (7), wherein the connecting piece is connected with an external component in a transversely expanding manner through the first connecting hole (6), and is connected with the external component in a longitudinally expanding manner through the second connecting hole (7).
3. The construction method of prefabricated side slope protection according to claim 2, wherein the connecting piece (1) is in a cuboid shape, the first connecting hole (6) is formed in the wide side wall of the connecting piece (1), and the second connecting hole (7) is formed in the long side wall of the connecting piece (1).
4. A construction method for prefabricated side slope protection according to claim 3, characterized in that the connecting piece (1) is further provided with a third connecting hole (8), the third connecting hole (8) penetrates through the top and the bottom of the connecting piece (1), and the connecting piece (1) is fixed on the slope through the third connecting hole (8).
5. The construction method for the prefabricated side slope protection according to claim 4, wherein the connecting piece (1) is further provided with an anchor cable hole (9), and the anchor cable hole (9) is located at the center of the connecting piece (1) and has the same central axis as the connecting piece (1).
6. The construction method of the prefabricated side slope protection according to claim 5, further comprising anchor cables, wherein the anchor cables are fixedly connected with the connecting piece (1) through anchor cable holes (9).
7. The construction method for prefabricated side slope protection according to claim 6, wherein the cross section of the rapid trough member (2) is concave, and the two ends of the rapid trough member (2) are provided with fourth connecting holes (10).
8. A method of construction of prefabricated side slope protection according to claim 7, characterized in that the chute member (2) is connected to the first connection hole (6) of the connection member (1) via a fourth connection hole (10).
9. The construction method for prefabricated side slope protection according to claim 8, wherein the arch-shaped framework (3) is integrally arc-shaped and provided with a convex edge, and the two ends of the arch-shaped framework (3) are provided with fifth connecting holes (11) which are connected with the second connecting holes (7) of the connecting piece (1) through the fifth connecting holes (11).
10. The construction method of the prefabricated side slope protection according to claim 9, wherein the breaking table (4) is arranged at the bottom of the prefabricated side slope protection, and the breaking table (4) is provided with a rapid trough member (2); the side of the breaking table (4) is provided with a drainage ditch (5), and the drainage ditch (5) is composed of drainage units.
CN202311081681.4A 2023-08-25 2023-08-25 Prefabricated assembled slope protection and construction method thereof Pending CN117071605A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202311081681.4A CN117071605A (en) 2023-08-25 2023-08-25 Prefabricated assembled slope protection and construction method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202311081681.4A CN117071605A (en) 2023-08-25 2023-08-25 Prefabricated assembled slope protection and construction method thereof

Publications (1)

Publication Number Publication Date
CN117071605A true CN117071605A (en) 2023-11-17

Family

ID=88709465

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202311081681.4A Pending CN117071605A (en) 2023-08-25 2023-08-25 Prefabricated assembled slope protection and construction method thereof

Country Status (1)

Country Link
CN (1) CN117071605A (en)

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