CN203546747U - Whole plate type retaining wall with rib columns and anchor cables - Google Patents
Whole plate type retaining wall with rib columns and anchor cables Download PDFInfo
- Publication number
- CN203546747U CN203546747U CN201320406600.9U CN201320406600U CN203546747U CN 203546747 U CN203546747 U CN 203546747U CN 201320406600 U CN201320406600 U CN 201320406600U CN 203546747 U CN203546747 U CN 203546747U
- Authority
- CN
- China
- Prior art keywords
- retaining wall
- slope
- plate type
- barricade
- whole plate
- 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 - Lifetime
Links
Images
Landscapes
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
The utility model discloses a whole plate type retaining wall with rib columns and anchor cables, which comprises a retaining wall that is laid on a slope surface. The retaining wall is provided with rib columns along the longitudinal direction. The rib columns are provided with prestressed anchor cables which extend to the slope surface. According to the whole plate type retaining wall, through performing reinforcing the slope surface by the prestressed anchor cables for resisting a downsliding force of the slope surface, the whole plate type retaining wall has functions of: realizing high integrity to a structure system formed by the whole plate type retaining wall with the rib columns, obtaining relatively high reinforcing height of the slope, greatly preventing slope movement in low speed, and realizing small land occupation. Additionally the whole plate type retaining wall has high structure integrity. Not only can slop reinforced, but also slope scouring can be prevented.
Description
Technical field
The utility model relates to a kind of post anchor cable barricade whole board-like with ribbing that the high gradient slopes such as railway, highway, water conservancy are reinforced and existing slide slope disease is renovated that is applicable to.
Background technology
Existing slope supporting reinforcing technique conventionally adopts compared with Shuai Fang slope, gentle slope, framework anchor cable is set on domatic or bearing plate anchor cable is reinforced, but brush slope side amount is large, and occupation of land is many, implements comparatively difficulty especially in brush limited location, slope.In being reinforced, both wired side slopes and retaining Disease Treatment be conventionally difficult to compared with Shuai Fang slope, gentle slope, or adopt compared with barricade being set behind Shuai Fang slope, abrupt slope or the patterns such as a board wall, anchor cable barricade, anchored pile being set and reinforce, but height-limited due to slope reinforcement, for both wired enforcement difficulty was large, security risk is high.
Therefore, need improve prior art.
Utility model content
The purpose of this utility model is just to solve the deficiency of above-mentioned background technology, provides that a kind of structure is light-duty, size is less, and construction plant is required to little post anchor cable barricade whole board-like with ribbing.
The technical solution of the utility model is: a kind of whole board-like post anchor cable barricade with ribbing, it comprises the barricade being laid on domatic, it is characterized in that: on described barricade, be longitudinally provided with rib post, set the prestress anchorage cable of oriented domatic interior extension on described rib post.
In such scheme:
Described barricade is concrete slab.
Described barricade and rib post are that monobloc cast forms, and this retaining structure has thin thickness, structure is light-duty, the feature little to site requirements.
Described prestress anchorage cable equidistantly sets on rib post.
The utility model has the advantage of:
1, slope reinforcement height is relatively high, reduces classification and puts brush slope, slope, and cost is low: whole board-like anchor cable barricade with ribbing is resisted sliding force by anchor cable, its panel barricade thin thickness with ribbing, and ratio of slope is little, is close to uprightly, and structural shape is light-duty, and infrastructure cost is low.This structure has greatly reduced point progression on side slope brush slope, and reinforcing side slope height is higher, can fully save the area; The utility model can directly be reinforced by the structure in existing side slope in existing slope reinforcement, can reduce projects amount, highlights cost advantage.
2, construction plant requires little, little to interference on the road in both wired slope reinforcements: prick in force, concreting all utilizes small mechanical equipment or manually complete by construction prestressed cable, reinforcing bar side for the utility model, construction plant requires low, and especially in the upper and lower gear strengthening construction of existing side slope, interference on the road is little.
3, slope reinforcement safety, good integrity, system easy to control the quality: the utility model is by prestress anchorage cable, barricade joint reinforcement high slope with ribbing, and good integrity, treats that reinforcing side slope safety is guaranteed, construction method is conventional construction method, system easy to control the quality simultaneously.
Accompanying drawing explanation
Fig. 1 is the utility model section structure schematic diagram;
Fig. 2 is the structural representation of facing of Fig. 1.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail, is convenient to be well understood to the utility model, but they do not form and limit the utility model.
The whole board-like post anchor cable barricade with ribbing of one as shown in Figure 1 and Figure 2, it comprises the barricade 2 being laid on domatic 1, is longitudinally provided with rib post 3 on barricade 2, sets the prestress anchorage cable 4 of oriented domatic interior extension on rib post 3.
In the present embodiment:
Described barricade 2 is concrete slab, and it and rib post 3, for monobloc cast forms, form whole board-like post barricade with ribbing jointly, and this retaining structure has thin thickness, structure is light-duty, to features such as site requirements are little.
The utility model is resisted domatic sliding force to domatic employing prestressed anchor reinforcement, and with the structural system good integrity that whole board-like post barricade with ribbing forms, slope reinforcement height is relatively high, has greatly avoided Shuai Shua slope, gentle slope, takes up an area few; The utility model structural integrity is strong in addition, can reinforcing side slope, can prevent again slope wash.
Claims (3)
1. a whole board-like post anchor cable barricade with ribbing, it comprises the barricade being laid on domatic, it is characterized in that: on described barricade, be longitudinally provided with rib post, set the prestress anchorage cable of oriented domatic interior extension on described rib post; Described barricade and rib post are that monobloc cast forms.
2. whole board-like post anchor cable barricade with ribbing according to claim 1, is characterized in that: described barricade is concrete slab.
3. whole board-like post anchor cable barricade with ribbing according to claim 1, is characterized in that: described prestress anchorage cable equidistantly sets on rib post.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320406600.9U CN203546747U (en) | 2013-07-09 | 2013-07-09 | Whole plate type retaining wall with rib columns and anchor cables |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320406600.9U CN203546747U (en) | 2013-07-09 | 2013-07-09 | Whole plate type retaining wall with rib columns and anchor cables |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203546747U true CN203546747U (en) | 2014-04-16 |
Family
ID=50464883
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320406600.9U Expired - Lifetime CN203546747U (en) | 2013-07-09 | 2013-07-09 | Whole plate type retaining wall with rib columns and anchor cables |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203546747U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105113412A (en) * | 2015-08-26 | 2015-12-02 | 中国十七冶集团有限公司 | Construction method of prestressed splint abutment backfilling and reinforcement |
-
2013
- 2013-07-09 CN CN201320406600.9U patent/CN203546747U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105113412A (en) * | 2015-08-26 | 2015-12-02 | 中国十七冶集团有限公司 | Construction method of prestressed splint abutment backfilling and reinforcement |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203346750U (en) | Long-short pile raft structure roadbed of deep spongy soil region | |
| CN203462484U (en) | Existing retaining wall reinforcement structure | |
| CN202969393U (en) | Ribbing load reduction structure of road high hill culvert | |
| CN104612120B (en) | A kind of integral construction method setting up platform about steel-pipe pile in water | |
| CN109898555A (en) | A kind of open cut assembled railway tunnel structure and its construction method | |
| CN103410158A (en) | Recoverable vertical type portal self-stabilizing enveloping structure and application method thereof | |
| CN206828906U (en) | A kind of temporary pavement bedding structure for Metro Deep Excavation | |
| CN203546747U (en) | Whole plate type retaining wall with rib columns and anchor cables | |
| CN205839740U (en) | The building enclosure that a kind of vertical cross section-variable underground continuous wall is combined with agent structure | |
| CN204825925U (en) | Centrifugation side's stake envelope with chase mortise | |
| CN204174527U (en) | The hollow pier stud syndeton of a kind of bridge prefabrication | |
| CN204199131U (en) | A kind of steel concrete groove type roadbed | |
| CN203403434U (en) | Basement | |
| CN203113335U (en) | Counterfort type U-type groove retaining structure | |
| CN202954307U (en) | Jacking soil-cutting device for large porous concrete box culvert | |
| CN205617160U (en) | Low distributed switch foundation structure of circuit rib post that puts of moderate -low speed magnetic levitation | |
| CN205840895U (en) | Stalk plate girder half assembled open-cut tunnel structure | |
| CN211690359U (en) | Pile slab wall structure based on rigid contact of post-pile special-shaped retaining wall | |
| CN205348833U (en) | Shear force wall and girder steel combination system of underpining of shearing and bearing | |
| CN204919568U (en) | Compound supporting construction of shallow foundation ditch | |
| CN205348214U (en) | Column formula reinforced concrete and shaped steel hybrid portal crane basis | |
| CN203411972U (en) | Prestressed anchor sheet-pile wall | |
| CN203701104U (en) | Connection structure for prefabricated open column and foundation pit | |
| CN203222804U (en) | Composite plate type composite anti-skidding structure | |
| CN207079600U (en) | A kind of flat pressure dispersing anchorage cable wall retaining structure of rock matter cut slope |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140416 |