CN110904926A - Debris flow protection retaining wall - Google Patents

Debris flow protection retaining wall Download PDF

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Publication number
CN110904926A
CN110904926A CN201911269649.2A CN201911269649A CN110904926A CN 110904926 A CN110904926 A CN 110904926A CN 201911269649 A CN201911269649 A CN 201911269649A CN 110904926 A CN110904926 A CN 110904926A
Authority
CN
China
Prior art keywords
base
spring layer
debris flow
retaining wall
connecting 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
CN201911269649.2A
Other languages
Chinese (zh)
Inventor
杨仕权
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.)
Yunnan Chen Da Luqiao Engineering Co Ltd
Original Assignee
Yunnan Chen Da Luqiao Engineering Co Ltd
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 Yunnan Chen Da Luqiao Engineering Co Ltd filed Critical Yunnan Chen Da Luqiao Engineering Co Ltd
Priority to CN201911269649.2A priority Critical patent/CN110904926A/en
Publication of CN110904926A publication Critical patent/CN110904926A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B7/00Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/02Fixed barrages
    • E02B7/04Dams across valleys
    • E02B7/08Wall dams

Abstract

The invention relates to the technical field of environmental protection, in particular to a debris flow protection retaining wall; the debris flow protection retaining wall comprises a first base, a second base and a first stop block, wherein the first base and the second base are connected through a connecting piece, the top of the first base is provided with the first stop block, and the first stop block comprises a foam guard plate, a first spring layer, an alloy steel plate and a second spring layer which are integrally formed; can play a better protective role to the debris flow.

Description

Debris flow protection retaining wall
Technical Field
The invention relates to the technical field of debris flow safety protection, in particular to a debris flow protection retaining wall.
Background
The dynamic pressure of the slurry of the debris flow and the impact force of the rock block are typical impact loads and are characterized by short action times (in milliseconds, microseconds or even nanoseconds) but generate extreme pressures that ultimately cause media movement, material failure and overall structural failure. Under the condition of a complex geological environment, the traditional gravity retaining wall bears a special variable load effect, once dam collapse damage occurs in the debris flow outbreak process, not only can the expected prevention and control effect not be achieved, but also the dam body and the blocked solid matters can be a loose solid matter source of the debris flow and directly participate in the movement of the debris flow, the flow and the destructiveness of the debris flow are increased, and even more unexpected disaster loss can be caused.
Disclosure of Invention
The invention aims to provide a debris flow protection retaining wall which can play a good protection role in debris flow.
In order to solve the technical problems, the invention adopts the following technical scheme:
mud-rock flow protects barricade, including first base, second base, first dog, first base and second base pass through the connecting piece and connect, and first base top is provided with first dog, and first dog includes integrated into one piece's foam backplate, first spring layer, alloy steel board and second spring layer.
Further, the density of the first spring layer is greater than the density of the second spring layer.
Furthermore, evenly set up the screw hole of break-over connecting piece on the connecting piece, when using, fix subaerial through the screw.
Furthermore, a first connecting plate is arranged between the first stop block and the second base.
Further, a second connecting plate is arranged between the first stop block and the connecting piece.
Further, the thicknesses of the first spring layer and the second spring layer are consistent, and the thicknesses of the first spring layer and the second spring layer are larger than the thicknesses of the foam guard plate and the alloy steel plate.
Compared with the prior art, the invention has at least one of the following beneficial effects:
1. according to the invention, the first base and the second base are arranged, and the first baffle is arranged into the integrally formed foam guard plate, the first spring layer, the alloy steel plate and the second spring layer, so that when the protective cover is used, a better protective effect on debris flow can be achieved, and the protective cover has stronger deformation resistance.
2. Be provided with the screw hole on the connecting piece, can fix the barricade subaerial, increase its stability.
3. Be provided with first connecting plate and second connecting plate, can increase the stability of first dog.
Drawings
FIG. 1 is a schematic view of the structure of the present invention.
In the figure, 1-a first base, 2-a second base, 3-a first stop block, 4-a connecting piece, 5-a foam guard plate, 6-a first spring layer, 7-an alloy steel plate, 8-a second spring layer, 9-a threaded hole, 10-a first connecting plate and 11-a second connecting plate.
Detailed Description
As shown in fig. 1, in order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention will be further described in detail with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
Example 1
Mud-rock flow protects barricade, including first base 1, second base 2, first dog 3, first base 1 and second base 2 pass through connecting piece 4 and connect, and 1 top of first base is provided with first dog 3, and first dog 3 includes integrated into one piece's foam backplate 5, first spring layer 6, alloy steel plate 7 and second spring layer 8, when using, can play better guard action to the mud-rock flow to stronger anti deformability has.
Example 2
On the basis of embodiment 1, the density of the first spring layer 6 is greater than that of the second spring layer 7, so that the deformation resistance of the retaining wall can be improved.
Example 3
On the basis of embodiment 1, evenly set up the screw hole 9 of break-through connection spare on the connecting piece 4, when using, fix subaerial through the screw, increase stability.
Example 4
In addition to embodiment 1, the first connection plate 10 is provided between the first stopper 3 and the second base 2, and the stability of the first stopper can be increased.
Example 5
In addition to embodiment 1, the second connecting plate 11 is provided between the first stopper 3 and the connecting member 4, so that the stability of the first stopper can be increased.
Example 6
On the basis of embodiment 1, first spring layer 6 and second spring layer 8 thickness are unanimous to first spring layer 6 and second spring layer 8 thickness are greater than the thickness of foam backplate 5 and alloy steel plate 7, can play the purpose of protection mud-rock flow, increase anti deformability simultaneously.
Although the invention has been described herein with reference to a number of illustrative embodiments thereof, it should be understood that numerous other modifications and embodiments can be devised by those skilled in the art that will fall within the spirit and scope of the principles of this disclosure. More specifically, various variations and modifications are possible in the component parts and/or arrangements of the subject combination arrangement within the scope of the disclosure, the drawings and the appended claims. In addition to variations and modifications in the component parts and/or arrangements, other uses will also be apparent to those skilled in the art.

Claims (6)

1. Mud-rock flow protection barricade, its characterized in that: the spring type steel plate spring comprises a first base (1), a second base (2) and a first stop block (3), wherein the first base (1) and the second base (2) are connected through a connecting piece (4), the first stop block (3) is arranged at the top of the first base (1), and the first stop block (3) comprises an integrally formed foam guard plate (5), a first spring layer (6), an alloy steel plate (7) and a second spring layer (8).
2. The debris flow-protected retaining wall according to claim 1, wherein: the density of the first spring layer (6) is greater than the density of the second spring layer (7).
3. The debris flow-protected retaining wall according to claim 1, wherein: the connecting piece (4) is evenly provided with threaded holes (9) penetrating through the connecting piece, and when the connecting piece is used, the connecting piece is fixed on the ground through screws.
4. The debris flow-protected retaining wall according to claim 1, wherein: a first connecting plate (10) is arranged between the first stop block (3) and the second base (2).
5. The debris flow-protected retaining wall according to claim 1, wherein: a second connecting plate (11) is arranged between the first stop block (3) and the connecting piece (4).
6. The debris flow-protected retaining wall according to claim 1, wherein: the thicknesses of the first spring layer (6) and the second spring layer (8) are consistent, and the thicknesses of the first spring layer (6) and the second spring layer (8) are larger than those of the foam guard plate (5) and the alloy steel plate (7).
CN201911269649.2A 2019-12-11 2019-12-11 Debris flow protection retaining wall Pending CN110904926A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201911269649.2A CN110904926A (en) 2019-12-11 2019-12-11 Debris flow protection retaining wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201911269649.2A CN110904926A (en) 2019-12-11 2019-12-11 Debris flow protection retaining wall

Publications (1)

Publication Number Publication Date
CN110904926A true CN110904926A (en) 2020-03-24

Family

ID=69824826

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201911269649.2A Pending CN110904926A (en) 2019-12-11 2019-12-11 Debris flow protection retaining wall

Country Status (1)

Country Link
CN (1) CN110904926A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112942412A (en) * 2021-02-07 2021-06-11 中山大学 Multilayer buffering debris flow protection retaining wall and construction method thereof

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8313265B2 (en) * 2008-11-24 2012-11-20 Muscle Wall, Llc Water management barrier and system
CN103643658A (en) * 2013-12-23 2014-03-19 兰州理工大学 Rock impact resistance spring lattice debris flow blocking structure
CN106930235A (en) * 2017-04-24 2017-07-07 黎庆有 A kind of hydraulic engineering earth-retaining bank protection with shock resistance
CN107938613A (en) * 2017-12-25 2018-04-20 浙江大学 A kind of novel belt spring supporting mud-rock flow porotective wall and its construction method
CN109083109A (en) * 2018-09-29 2018-12-25 吴帆 It is a kind of multistage energy dissipating and infiltration mud-rock flow blocking dam and its method of construction
CN209114500U (en) * 2018-11-05 2019-07-16 刘建强 A kind of retaining wall of hydraulic engineering

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8313265B2 (en) * 2008-11-24 2012-11-20 Muscle Wall, Llc Water management barrier and system
CN103643658A (en) * 2013-12-23 2014-03-19 兰州理工大学 Rock impact resistance spring lattice debris flow blocking structure
CN106930235A (en) * 2017-04-24 2017-07-07 黎庆有 A kind of hydraulic engineering earth-retaining bank protection with shock resistance
CN107938613A (en) * 2017-12-25 2018-04-20 浙江大学 A kind of novel belt spring supporting mud-rock flow porotective wall and its construction method
CN109083109A (en) * 2018-09-29 2018-12-25 吴帆 It is a kind of multistage energy dissipating and infiltration mud-rock flow blocking dam and its method of construction
CN209114500U (en) * 2018-11-05 2019-07-16 刘建强 A kind of retaining wall of hydraulic engineering

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112942412A (en) * 2021-02-07 2021-06-11 中山大学 Multilayer buffering debris flow protection retaining wall and construction method thereof

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Address after: 650000 room 801, building E26, Xuyuan, Jinjiang community, Beijing Road, Panlong District, Kunming City, Yunnan Province

Applicant after: Zhongji Wanji (Yunnan) Construction Engineering (Group) Co.,Ltd.

Address before: 650000 room 801, building E26, Xuyuan, Jinjiang community, Beijing Road, Panlong District, Kunming City, Yunnan Province

Applicant before: Yunnan Chenda Construction Engineering Co.,Ltd.

Address after: 650000 No. 707, floor 7, Lvzhu building, No. 633, Longhua Road, Qingyun sub district office, Panlong District, Kunming City, Yunnan Province

Applicant after: Zhongji Wanji construction (Group) Co.,Ltd.

Address before: 650000 room 801, building E26, Xuyuan, Jinjiang community, Beijing Road, Panlong District, Kunming City, Yunnan Province

Applicant before: Zhongji Wanji (Yunnan) Construction Engineering (Group) Co.,Ltd.

Address after: 650000 room 801, building E26, Xuyuan, Jinjiang community, Beijing Road, Panlong District, Kunming City, Yunnan Province

Applicant after: Yunnan Chenda Construction Engineering Co.,Ltd.

Address before: 650000 room 801, building E26, Xuyuan, Jinjiang community, Beijing Road, Panlong District, Kunming City, Yunnan Province

Applicant before: YUNNAN CHENDA ROAD AND BRIDGE ENGINEERING Co.,Ltd.

CB02 Change of applicant information
RJ01 Rejection of invention patent application after publication

Application publication date: 20200324

RJ01 Rejection of invention patent application after publication