CN205776339U - Both arms Retaining Wall - Google Patents
Both arms Retaining Wall Download PDFInfo
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- CN205776339U CN205776339U CN201620681279.9U CN201620681279U CN205776339U CN 205776339 U CN205776339 U CN 205776339U CN 201620681279 U CN201620681279 U CN 201620681279U CN 205776339 U CN205776339 U CN 205776339U
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- retaining wall
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Abstract
The utility model discloses a kind of both arms Retaining Wall, including Cantilever Retaining Wall, described Cantilever Retaining Wall includes retaining wall units and the bindiny mechanism that multiple cross section is L-type；The bottom transverse slat of retaining wall units is arranged on ground, towards banketing；The riser of retaining wall units is provided with multiple spilled water hole；Connected by attachment structure between two adjacent retaining wall units.This utility model simple in construction, easy for installation, work progress mechanization degree is high, has not only liberated manpower but also work efficiency is greatly improved, the advantage that prefabricated and construction the process of both arms Retaining Wall also has energy-conserving and environment-protective.
Description
Technical field
This utility model relates to a kind of retaining wall, particularly relates to a kind of both arms Retaining Wall.
Background technology
In existing building retaining structure, retaining wall mainly has two kinds of versions, one be build by laying bricks or stones class retaining wall and
Pour class retaining wall, although this two classes retaining wall can play basic barricade function, but build class retaining wall tradition gear soil by laying bricks or stones
When wall is built by laying bricks or stones, labor intensive is more, and efficiency of construction is low, and robustness is not enough.And pouring class retaining wall, structure needs scene
Pour and maintenance, the overall progress of slow engineering；And the cost of poured in place concrete retaining wall is high.
Utility model content
In order to solve above-mentioned technical problem, this utility model provides a kind of simple in construction, the both arms assembled of easy construction
Retaining wall, it also has the advantage that efficiency of construction is high, robustness is good, resistance to capsizing is strong.
The technical scheme that the utility model proposes is: a kind of both arms Retaining Wall, including Cantilever Retaining Wall, described
Cantilever Retaining Wall includes retaining wall units and the bindiny mechanism that multiple cross section is L-type；The bottom transverse slat of retaining wall units is arranged on ground
On, towards banketing；The riser of retaining wall units is provided with multiple spilled water hole；Attachment structure is passed through between two adjacent retaining wall units
Connect.
In above-mentioned both arms Retaining Wall, described bindiny mechanism, for holding up arm-type barricade, holds up arm-type barricade to include the end
Plate, connecting plate and tenon, described base plate is perpendicular to connecting plate and is connected with the bottom of connecting plate, and described tenon is perpendicular to base plate
It is connected with base plate；Holding up arm-type dams setting at the splicing seams of two adjacent retaining wall units, tenon is inserted into the groove on ground
In, connecting plate connects with two adjacent retaining wall units.
In above-mentioned both arms Retaining Wall, it is provided with between described base plate and connecting plate and holds up arm；Holding up arm is a right angle
The gusset of triangle.
In above-mentioned both arms Retaining Wall, described retaining wall units and hold up arm-type barricade be armored concrete knot
Structure.
In above-mentioned both arms Retaining Wall, the inner side of described Cantilever Retaining Wall is provided with loaded filter.
Compared with prior art, the beneficial effects of the utility model are:
1) both arms Retaining Wall of the present utility model belongs to fabricated construction, and simple in construction is easy for installation, constructs
Journey mechanization degree is high, has not only liberated manpower but also work efficiency is greatly improved, the prefabricated mistake with construction of both arms Retaining Wall
The advantage that journey also has energy-conserving and environment-protective.
2) this utility model is provided with counterfort wall in the outside of Cantilever Retaining Wall, fills out earth lateral pressure and is first delivered to cantilever
Formula barricade, then it is delivered to the common antidumping of outside counterfort wall, dependence Cantilever Retaining Wall and counterfort wall and resistant slide
Ability keeps balance, and resistance to capsizing is strong.
Accompanying drawing explanation
Fig. 1 is axonometric chart of the present utility model.
Fig. 2 is axonometric chart during this utility model use.
Fig. 3 is profile during this utility model use.
Detailed description of the invention
Below in conjunction with the accompanying drawings this utility model is further described.
As Figure 1-3, this utility model includes Cantilever Retaining Wall 1, the described long 15m of Cantilever Retaining Wall 1, high 3m；Bag
Include retaining wall units 11 that 5 cross sections are L-shaped and 4 hold up arm-type barricade 2.The bottom transverse slat 112 of described retaining wall units 11 is installed
On ground 4, towards banketing 6.The riser 111 of retaining wall units 11 is provided with the spilled water hole 12 of a diameter of 4cm of string.Adjacent two
By holding up arm-type barricade 2 to connect between individual retaining wall units 11.
At the described splicing seams holding up arm-type barricade 2 to be arranged on adjacent two retaining wall units 11, arm-type barricade 2 is held up to include
Base plate 22, connecting plate 21 and tenon 23, described base plate 22 is perpendicular to connecting plate 21 and is connected with the bottom of connecting plate 21, base plate 22
And be provided with between connecting plate 21 and hold up arm 24.Described tenon 23 is perpendicular to base plate 21 and is connected with base plate 21, and tenon 23 is towards barricade
The side of unit 11 is concordant towards the side of retaining wall units 11 with connecting plate 21.The tenon holding up arm-type barricade 2 is inserted on ground 4
Groove 41 in, connecting plate 21 and adjacent two retaining wall units 11 are connected by bolt 3.Described arm 24 of holding up is a right angle three
The gusset of dihedral.
Retaining wall units 11 and hold up arm-type barricade 2 to be reinforced concrete structure, the size of retaining wall units 11 is: riser 111:
Long 3m × high 3m × thickness 25cm, transverse slat 112: long 3m × wide 2m × thickness 30cm.The size holding up arm-type barricade 2 is: connecting plate 21: long
1m × high 3m × thickness 25cm；Base plate 22: long 2m × wide 1m × thickness 30cm；Tenon 23: long 1m × high 40cm × thickness 30cm；Hold up arm
24: long 2m × high 2.5m × thickness 30cm.
Construction method of the present utility model, comprises the following steps: the most prefabricated retaining wall units 11 and hold up arm-type barricade 2, with
This carries out in-situ processing to ground 4 simultaneously.Then by prefabricated retaining wall units 11 with hold up arm-type barricade 2 to be transported to scene to spell
Connect, during splicing, first two retaining wall units 11 groove 41 on ground 4 is arranged, between relative end face, leave gap；So
After arm-type barricade 2 will be held up to be arranged at two retaining wall units splicing seams, its tenon 23 is inserted in the groove 41 on ground 4, its
Connecting plate 21 is connected with two retaining wall units 11 respectively.The connection of next retaining wall units 11 is carried out, until completing after having connected.
After all retaining wall units 11 have spliced, bolt 3 is connected the parcel protection of exposed part concrete layer, then keeps off in cantilevered
The construction of loaded filter 5 and 6 backfills of banketing are carried out inside wall 1.
Claims (5)
1. a both arms Retaining Wall, it is characterised in that: include that Cantilever Retaining Wall, described Cantilever Retaining Wall include multiple
Cross section is retaining wall units and the bindiny mechanism of L-type；The bottom transverse slat of retaining wall units is arranged on ground, towards banketing；Barricade list
The riser of unit is provided with multiple spilled water hole；Connected by attachment structure between two adjacent retaining wall units.
Both arms Retaining Wall the most according to claim 1, it is characterised in that: described bindiny mechanism is for holding up arm-type gear
Wall, base plate, connecting plate and tenon, described base plate are perpendicular to connecting plate and are connected with the bottom of connecting plate to hold up arm-type barricade to include,
Described tenon is perpendicular to base plate and is connected with base plate；Hold up arm-type dams setting at the splicing seams of two adjacent retaining wall units, convex
Tenon is inserted in the groove on ground, and connecting plate connects with two adjacent retaining wall units.
Both arms Retaining Wall the most according to claim 2, it is characterised in that: set between described base plate and connecting plate
Hold up arm；The gusset holding up arm to be a right angled triangle.
Both arms Retaining Wall the most according to claim 2, it is characterised in that: described retaining wall units and hold up arm-type gear
Wall is reinforced concrete structure.
5. according to the both arms Retaining Wall described in claim 1,2,3 or 4, it is characterised in that: described Cantilever Retaining Wall
Inner side be provided with loaded filter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620681279.9U CN205776339U (en) | 2016-07-01 | 2016-07-01 | Both arms Retaining Wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620681279.9U CN205776339U (en) | 2016-07-01 | 2016-07-01 | Both arms Retaining Wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205776339U true CN205776339U (en) | 2016-12-07 |
Family
ID=58125752
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620681279.9U Active CN205776339U (en) | 2016-07-01 | 2016-07-01 | Both arms Retaining Wall |
Country Status (1)
| Country | Link |
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| CN (1) | CN205776339U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106801384A (en) * | 2017-02-06 | 2017-06-06 | 中交第二公路勘察设计研究院有限公司 | Assembled steel reinforced concrete aliform type culvert opening and construction method |
| CN109235488A (en) * | 2018-10-26 | 2019-01-18 | 大连地拓环境科技有限公司 | A kind of multifunctional landscape environmental protection retaining wall |
| CN110055997A (en) * | 2019-03-15 | 2019-07-26 | 上海市政工程设计研究总院（集团）有限公司 | A kind of prefabricated assembled cantilever retaining wall using grouting anchor connection mode |
| CN110117965A (en) * | 2018-02-07 | 2019-08-13 | 山东大学 | A kind of pin-connected panel anchor draws retaining wall and method |
| CN110306588A (en) * | 2019-07-11 | 2019-10-08 | 中南大学 | A kind of panel module unit and reinforced earth bulkhead for reinforced earth bulkhead |
| CN110453724A (en) * | 2019-09-18 | 2019-11-15 | 安徽工程大学 | A kind of novel fabricated antidetonation counterfort retaining wall |
| CN115075290A (en) * | 2022-07-06 | 2022-09-20 | 福州大学 | Replaceable bolt connection assembly type retaining wall, construction method and bolt replacement method thereof |
-
2016
- 2016-07-01 CN CN201620681279.9U patent/CN205776339U/en active Active
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106801384A (en) * | 2017-02-06 | 2017-06-06 | 中交第二公路勘察设计研究院有限公司 | Assembled steel reinforced concrete aliform type culvert opening and construction method |
| CN110117965A (en) * | 2018-02-07 | 2019-08-13 | 山东大学 | A kind of pin-connected panel anchor draws retaining wall and method |
| CN109235488A (en) * | 2018-10-26 | 2019-01-18 | 大连地拓环境科技有限公司 | A kind of multifunctional landscape environmental protection retaining wall |
| CN110055997A (en) * | 2019-03-15 | 2019-07-26 | 上海市政工程设计研究总院（集团）有限公司 | A kind of prefabricated assembled cantilever retaining wall using grouting anchor connection mode |
| CN110306588A (en) * | 2019-07-11 | 2019-10-08 | 中南大学 | A kind of panel module unit and reinforced earth bulkhead for reinforced earth bulkhead |
| CN110306588B (en) * | 2019-07-11 | 2023-12-08 | 中南大学 | Panel module unit for reinforced earth retaining wall and reinforced earth retaining wall |
| CN110453724A (en) * | 2019-09-18 | 2019-11-15 | 安徽工程大学 | A kind of novel fabricated antidetonation counterfort retaining wall |
| CN115075290A (en) * | 2022-07-06 | 2022-09-20 | 福州大学 | Replaceable bolt connection assembly type retaining wall, construction method and bolt replacement method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 310006, 1 floor, Wulin mansion, 89 West Ring Road, Hangzhou, Zhejiang. Co-patentee after: ZHEJIANG PROVINCIAL KEWE ENGINEERING CONSULTING CO., LTD. Patentee after: Zhejiang transportation planning and Design Research Institute Co., Ltd. Address before: 310006, 1 floor, Wulin mansion, 89 West Ring Road, Hangzhou, Zhejiang. Co-patentee before: ZHEJIANG PROVINCIAL KEWE ENGINEERING CONSULTING CO., LTD. Patentee before: Zhejiang Provincial Plan Design&Research Institute of Communications |
|
| CP01 | Change in the name or title of a patent holder | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190528 Address after: No. 89 round City West Road, Hangzhou, Zhejiang Province Patentee after: Zhejiang transportation planning and Design Research Institute Co., Ltd. Address before: 310006, 1 floor, Wulin mansion, 89 West Ring Road, Hangzhou, Zhejiang. Co-patentee before: ZHEJIANG PROVINCIAL KEWE ENGINEERING CONSULTING CO., LTD. Patentee before: Zhejiang transportation planning and Design Research Institute Co., Ltd. |
|
| TR01 | Transfer of patent right | ||
| CP03 | Change of name, title or address |
Address after: No.928 yuhangtang Road, Xihu District, Hangzhou City, Zhejiang Province Patentee after: Zhejiang shuzhijiaoyuan Technology Co.,Ltd. Address before: 310006 No. 89 West Ring Road, Zhejiang, Hangzhou Patentee before: ZHEJIANG PROVINCIAL INSTITUTE OF COMMUNICATIONS PLANNING DESIGN & RESEARCH Co.,Ltd. |
|
| CP03 | Change of name, title or address |