CN205576907U - Anchor rope structure for side slope support retaining wall - Google Patents
Anchor rope structure for side slope support retaining wall Download PDFInfo
- Publication number
- CN205576907U CN205576907U CN201620177045.0U CN201620177045U CN205576907U CN 205576907 U CN205576907 U CN 205576907U CN 201620177045 U CN201620177045 U CN 201620177045U CN 205576907 U CN205576907 U CN 205576907U
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- CN
- China
- Prior art keywords
- anchor
- anchor cable
- anchorage
- component
- ring
- 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
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Abstract
The utility model provides an anchor rope structure for side slope support retaining wall, anchor cable structure is mainly formed by anchor head, ground tackle, billet, anchor rope component, lock ring ring, grout pipe, expansion ring, the preparation of direction pointed cone, the anchor rope member is by the steel strand wires fat liquoring and overlap plastic tubing protection and make to divide into free section and anchor section two parts, anchor rope free section's tail end by the ground tackle anchorage fixing on the beam column component, the front end and the direction pointed cone of anchor rope anchor section are connected, the anchor head is the first structure of cement mortar anchorage sealing, still be equipped with the billet between ground tackle and the beam column component, the lock ring ring is used for beam forming location steel strand wires, the drilling of packing into together of grout pipe and anchor rope, intersegmental separating of anchor rope anchor is equipped with expansion ring, there is certain clearance between anchor rope component and the drill hole wall for fill the grout and carry out grouting construction.
Description
Technical field
This utility model relates to architectural engineering edge slope structure supporting and guard technology field, particularly relates to a kind of limit
The anchor cable structure of slope support retaining wall.
Background technology
Generally, road slope excavation and cart-away easily causes slope rock mass disturbance and destruction, also exists relatively after excavation
Big free face, is easily caused rock mass and produces the danger such as sliding when having the sliding surface tending to free face in the body of slope,
Great potential safety hazard is brought to later stage traffic safety and operation maintenance.For the problems referred to above, anchor cable formula is set
Retaining wall, on the one hand utilizes load-bearing and the antidumping of retaining wall, on the other hand uses anchor cable by retaining wall
Organically anchor with the rock mass stability within sliding surface, form the whole of slope body, drag-line and retaining wall composition
Body redundant structure.Anchor cable directly changes the stress state on sliding surface and sliding stability condition, thus effectively carries
The overall steadiness of High Slope Rock.
Utility model content
The purpose of this utility model is the defect for prior art and deficiency, it is provided that a kind of slope retaining gear
The anchor cable structure of cob wall so that the rock mass stability within retaining wall and sliding surface has organically been anchored by anchor cable
Come, form slope body, drag-line and the overall redundant structure of retaining wall composition.
For achieving the above object, the technical solution adopted in the utility model is: the anchor cable knot of a kind of slope retaining retaining wall
Structure, this anchor cable structure is mainly by anchor head, anchorage, billet, anchor cable component, lock ring ring, grout pipe, expansion
Zhang Huan, guiding pointed cone make and are formed.
As preferably, described anchor cable component is protected by steel strand wires oiling plastic pipe-covered and makes, and is divided into freedom
Section and anchoring section two parts.
As preferably, the tail end of described free section of anchor cable is arranged on beam column component by anchorage anchoring；Described anchor
The front end of rope anchoring section is connected with guiding pointed cone.
As preferably, described anchor head is cement mortar sealing off and covering anchorage header structure；Between described anchorage and beam column component also
It is provided with billet.
As preferably, described lock ring ring positions steel strand wires for bunchy；Described grout pipe loads together with anchor cable
Boring；Described anchorage cable anchoring spacer segment is provided with tensioner ring.
As preferably, between described anchor cable component and the wall of a borehole, have certain interval, for filling concrete starch into
Row grouting construction.
In Practical Project, described anchor cable component can carry out establishment while drilling construction at the construction field (site) and install.
The beneficial effects of the utility model are: use anchor cable the rock mass stability within retaining wall and sliding surface to be had
The anchoring of machine ground is got up, and forms slope body, drag-line and the overall redundant structure of retaining wall composition.Anchor cable directly changes
Become the stress state on sliding surface and sliding stability condition, thus be effectively improved the overall steadiness of slope rock mass.
Accompanying drawing explanation
Accompanying drawing described herein is used to offer and is further appreciated by of the present utility model, constitutes the application's
A part, but be not intended that restriction of the present utility model.
Fig. 1 is anchor cable structure schematic diagram.
Wherein: 1 is anchor head, 2 is anchorage, and 3 is billet, and 4 is beam column component, and 5 is anchor cable external member, 6
For free section of anchor cable, 7 is anchorage cable anchoring section, and 8 is the wall of a borehole, and 9 is lock ring ring, and 10 is grout pipe, and 11 are
Tensioner ring, 12 for guiding pointed cone.
Detailed description of the invention
In conjunction with accompanying drawing, the utility model is described in further detail.
As it is shown in figure 1, the anchor cable structure of a kind of slope retaining retaining wall, this anchor cable structure mainly by anchor head 1,
Anchorage 2, billet 3, anchor cable component 5, lock ring ring 9, grout pipe 10, tensioner ring 11, guiding pointed cone 12
Make and formed.
In being embodied as, described anchor cable component 5 is protected by steel strand wires oiling plastic pipe-covered and makes, and is divided into
Free segment 6 and anchoring section 7 two parts.
In being embodied as, the tail end of described free section of anchor cable 6 is arranged on beam column component 4 by anchorage 2 anchoring；
The front end of described anchorage cable anchoring section 7 is connected with guiding pointed cone 12.
In being embodied as, described anchor head 1 is cement mortar sealing off and covering anchorage header structure；Described anchorage 2 and beam column component 4
Between be additionally provided with billet 3.
In being embodied as, described lock ring ring 9 is for the steel strand wires of bunchy location anchor cable external member 5；Described grouting
Pipe 10 loads boring together with anchor cable external member 5；Described anchorage cable anchoring section 7 is interval with tensioner ring 11.
In being embodied as, there is certain interval between described anchor cable component 5 and the wall of a borehole 8, is used for filling water
Mud carries out grouting construction.
In being embodied as, described anchor cable component 5 can carry out establishment peace while drilling construction at the construction field (site)
Dress.
Claims (2)
1. the anchor cable structure of a slope retaining retaining wall, it is characterised in that: described anchor cable structure by anchor head,
Anchorage, billet, anchor cable component, lock ring ring, grout pipe, tensioner ring, guiding pointed cone make and are formed；Institute
Stating anchor cable component to be made up of steel strand wires oiling plastic pipe-covered protection, described anchor head is cement mortar sealing off and covering anchorage head knot
Structure, is additionally provided with billet between described anchorage and beam column component；Described lock ring ring positions steel strand wires for bunchy；
Described grout pipe loads boring together with anchor cable；Described anchorage cable anchoring spacer segment is provided with tensioner ring；Described anchor cable
Certain interval is had between component and the wall of a borehole.
The anchor cable structure of a kind of slope retaining retaining wall the most according to claim 1, it is characterised in that:
Described anchor cable component is divided into free segment and anchoring section two parts；The tail end of described free section of anchor cable is anchored by anchorage
It is arranged on beam column component；The front end of described anchorage cable anchoring section is connected with guiding pointed cone.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620177045.0U CN205576907U (en) | 2016-03-08 | 2016-03-08 | Anchor rope structure for side slope support retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620177045.0U CN205576907U (en) | 2016-03-08 | 2016-03-08 | Anchor rope structure for side slope support retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205576907U true CN205576907U (en) | 2016-09-14 |
Family
ID=56868909
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620177045.0U Expired - Fee Related CN205576907U (en) | 2016-03-08 | 2016-03-08 | Anchor rope structure for side slope support retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205576907U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106917407A (en) * | 2017-04-14 | 2017-07-04 | 北京科技大学 | A kind of combined prestressing force anchor cable for lifting anchor structure shear behavior |
| CN106930283A (en) * | 2017-04-20 | 2017-07-07 | 大连理工大学 | Tension and compression composite type anchorage cable and peace method processed that a kind of termination is bloomed |
| CN111910630A (en) * | 2020-07-27 | 2020-11-10 | 中国建筑第二工程局有限公司 | Anchor cable structure and anchor cable frame beam construction method |
-
2016
- 2016-03-08 CN CN201620177045.0U patent/CN205576907U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106917407A (en) * | 2017-04-14 | 2017-07-04 | 北京科技大学 | A kind of combined prestressing force anchor cable for lifting anchor structure shear behavior |
| CN106930283A (en) * | 2017-04-20 | 2017-07-07 | 大连理工大学 | Tension and compression composite type anchorage cable and peace method processed that a kind of termination is bloomed |
| CN111910630A (en) * | 2020-07-27 | 2020-11-10 | 中国建筑第二工程局有限公司 | Anchor cable structure and anchor cable frame beam construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20160914 Termination date: 20170308 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |