CN204780765U - Adopt energy dissipation checking motion of geotechnique's package - Google Patents

Adopt energy dissipation checking motion of geotechnique's package Download PDF

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Publication number
CN204780765U
CN204780765U CN201520419800.7U CN201520419800U CN204780765U CN 204780765 U CN204780765 U CN 204780765U CN 201520419800 U CN201520419800 U CN 201520419800U CN 204780765 U CN204780765 U CN 204780765U
Authority
CN
China
Prior art keywords
geotechnique
bag
dissipation
gabion
axis
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.)
Expired - Fee Related
Application number
CN201520419800.7U
Other languages
Chinese (zh)
Inventor
潘绍财
杨小宸
孔繁友
曲磊
王莉
于国丰
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.)
Water Conservancy And Hydropower Science Research Institute Of Liaoning Province
Liaoning Water Conservancy Hydroelectricity Science Academy
Original Assignee
Water Conservancy And Hydropower Science Research Institute Of Liaoning Province
Liaoning Water Conservancy Hydroelectricity Science Academy
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 Water Conservancy And Hydropower Science Research Institute Of Liaoning Province, Liaoning Water Conservancy Hydroelectricity Science Academy filed Critical Water Conservancy And Hydropower Science Research Institute Of Liaoning Province
Priority to CN201520419800.7U priority Critical patent/CN204780765U/en
Application granted granted Critical
Publication of CN204780765U publication Critical patent/CN204780765U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model provides an adopt energy dissipation checking motion of geotechnique's package, includes gabion, a plurality of first geotechnique's packages and a plurality of second geotechnique package. A plurality of first geotechnique's packages and a plurality of second geotechnique side of wrapping are equipped with the gabion. A plurality of first geotechnological bao ke set up each other side by side. A plurality of seconds geotechnique bao ke sets up each other side by side. The axis mutually perpendicular that the axis of a plurality of first geotechnique packages can be all wrap with a plurality of seconds geotechnique. The utility model provides the high wholeness and the stability of structure prevents to wash in a pan the brush, avoids being washed away by rivers, has fast, the flexible big characteristics of construction simultaneously, can adapt to not uniform settlement of ground, destructions such as difficult production is collapsed, fracture.

Description

A kind of dissipation and scouring device adopting geotechnique's bag
Technical field
The utility model relates to hydraulic engineering bank slope protection and dissipation and scouring device field, particularly relates to a kind of dissipation and scouring device adopting geotechnique's bag.
Background technology
Hydraulic engineering barrage building can by leading the flood that exceedes design standard off or excess water reduces or remits flood in flood season, and in sluicing process, current can produce strong souring to riverbed and bank slope.For this reason, the dissipation and scouring structural shape that a kind of resistance to overturning is good, adaptive deformation ability is strong is invented.
Utility model content
The purpose of this utility model is to provide a kind of dissipation and scouring device adopting geotechnique's bag, and this device resistance to overturning is good, adaptive deformation ability is strong.
The technical scheme adopted is:
Adopt a dissipation and scouring device for geotechnique's bag, comprise gabion, multiple first geotechnique's bag and multiple second geotechnique's bag;
Its technical essential is:
Multiple first geotechnique's bags and multiple second geotechnique side of wrapping are provided with gabion.
Described multiple first geotechnique's bags can be set up in parallel mutually, and axis is parallel to each other.
Multiple second geotechnique's bag can be set up in parallel mutually, and axis is parallel to each other.
The axis that the axis of multiple first geotechnique's bag all wraps with multiple second geotechnique is mutually vertical.
One end of multiple first geotechnique's bag is all touched with the side edge of the be positioned at the leftmost side second geotechnological length direction wrapped.
Connection is tied up by reinforcement rope between described multiple second geotechnique's bags.
Described gabion comprises galvanized wire gabion body and inner stone filling.
Described block stone particle diameter is 10-30cm.
Its advantage is:
The utility model improves globality and the stability of structure, prevents scour after adopting said structure, avoid being washed away by current, there is fast, the flexible large feature of construction simultaneously, can uneven settlement of foundation be adapted to, not easily produce collapse, the destruction such as fracture, there is good dissipation and scouring effect.
Can be used for river situations shore protection, the soft base protective treatment of sea wall, barrage building energy dissipating protection, resistance to overturning is good, adaptive deformation ability is strong.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the geotechnological pack arrangement schematic diagram in the utility model.
Detailed description of the invention
Adopt a dissipation and scouring device for geotechnique's bag, comprise gabion 1, multiple first geotechnique's bag 2 and multiple second geotechnique's bag 3.
Gabion 1 is provided with above multiple first geotechnique's bag 2 and multiple second geotechnique's bag 3.
Described multiple first geotechnique's bags 2 are set up in parallel mutually, and axis is parallel to each other.
Multiple second geotechnique's bag 3 is set up in parallel mutually, and axis is parallel to each other.
The axis that the axis of multiple first geotechnique's bag 2 all wraps 3 with multiple second geotechnique is mutually vertical.
The side edge that the length direction of 3 is all wrapped with the second geotechnique being positioned at the leftmost side in one end of multiple first geotechnique's bag 2 is touched.As shown in Figure 1.
Connection is tied up by reinforcement rope 4 between described multiple second geotechnique's bags 3.
Described gabion 1 comprises galvanized wire gabion body and inner stone filling.
Described block stone particle diameter is 10-30cm.
First described geotechnique's bag 2 and the quantity of second geotechnique's bag 3 are determined according to Practical Project.
Described galvanized wire gabion body is that metal wire rod is woven into net cage, inner stone filling.
First described geotechnique's bag 2 and second geotechnique's bag 3 form bag by high-strength woven cloth, and sandy soil is filled in inside.
Waiting in use: when protecting for energy dissipating, Parallel to the flow direction can be adopted in upstream to arrange multiple first geotechnique's bag 2, end adopts Transverse to the flow direction to arrange multiple second geotechnique's bag 3.
Multiple first geotechnique's bag 2 is that Parallel to the flow direction (D side) is to layout.
Multiple second geotechnique's bag 3 is Transverse to the flow direction layout.
Reinforcement rope 4 available polyethylene reinforcement rope.When tying up, the top can wrapped from first geotechnique around below adjacent second geotechnique's bag, then is tied up around to the 3rd the geotechnique side of wrapping.
When for bank slope protection, slope is steeper in 1:2 than unsuitable, when slope is not than when meeting the demands, multilayer first geotechnique bag 2 and second geotechnique's bag 3 can be adopted to stack.

Claims (7)

1. adopt a dissipation and scouring device for geotechnique's bag, comprise gabion (1), multiple first geotechnique's bag (2) and multiple second geotechnique's bag (3); It is characterized in that:
Multiple first geotechnique's bag (2) and multiple second geotechnique's bag (3) top are provided with gabion (1).
2. a kind of dissipation and scouring device adopting geotechnique's bag according to claim 1, is characterized in that:
Described multiple first geotechniques' bag (2) are set up in parallel mutually;
Multiple second geotechnique's bag (3) is set up in parallel mutually.
3. a kind of dissipation and scouring device adopting geotechnique's bag according to claim 2, is characterized in that:
The axis of described multiple first geotechniques' bag (2) is parallel to each other;
The axis of multiple second geotechnique's bag (3) is parallel to each other;
The axis that the axis of multiple first geotechnique's bag (2) all wraps (3) with multiple second geotechnique is mutually vertical.
4. a kind of dissipation and scouring device adopting geotechnique's bag according to claim 3, is characterized in that:
The side edge that the length direction of (3) is all wrapped with the second geotechnique being positioned at the leftmost side in one end of multiple first geotechnique's bag (2) is touched.
5. a kind of dissipation and scouring device adopting geotechnique's bag according to claim 4, is characterized in that:
Connection is tied up by reinforcement rope (4) between described multiple second geotechniques' bag (3).
6. a kind of dissipation and scouring device adopting geotechnique's bag according to claim 1, is characterized in that:
Described gabion (1) comprises galvanized wire gabion body and inner stone filling.
7. a kind of dissipation and scouring device adopting geotechnique's bag according to claim 6, is characterized in that: described block stone particle diameter is 10-30cm.
CN201520419800.7U 2015-06-18 2015-06-18 Adopt energy dissipation checking motion of geotechnique's package Expired - Fee Related CN204780765U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520419800.7U CN204780765U (en) 2015-06-18 2015-06-18 Adopt energy dissipation checking motion of geotechnique's package

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520419800.7U CN204780765U (en) 2015-06-18 2015-06-18 Adopt energy dissipation checking motion of geotechnique's package

Publications (1)

Publication Number Publication Date
CN204780765U true CN204780765U (en) 2015-11-18

Family

ID=54520849

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520419800.7U Expired - Fee Related CN204780765U (en) 2015-06-18 2015-06-18 Adopt energy dissipation checking motion of geotechnique's package

Country Status (1)

Country Link
CN (1) CN204780765U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106759102A (en) * 2017-02-14 2017-05-31 中国水利水电科学研究院 Emergency flood fighting geotechnique bag and its application method
CN106777447A (en) * 2016-10-17 2017-05-31 河海大学 A kind of triplet geotechnique bag and its drift value computational methods of jettisoninging

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106777447A (en) * 2016-10-17 2017-05-31 河海大学 A kind of triplet geotechnique bag and its drift value computational methods of jettisoninging
CN106759102A (en) * 2017-02-14 2017-05-31 中国水利水电科学研究院 Emergency flood fighting geotechnique bag and its application method

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20151118

Termination date: 20160618

CF01 Termination of patent right due to non-payment of annual fee