CN206245321U - Cut slope composite supporting construction - Google Patents
Cut slope composite supporting construction Download PDFInfo
- Publication number
- CN206245321U CN206245321U CN201621255766.5U CN201621255766U CN206245321U CN 206245321 U CN206245321 U CN 206245321U CN 201621255766 U CN201621255766 U CN 201621255766U CN 206245321 U CN206245321 U CN 206245321U
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- Prior art keywords
- slope
- anchor
- supporting construction
- domatic
- anchor pole
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- Piles And Underground Anchors (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model is related to cut slope composite supporting construction, belongs to side slope protection technical field, including bottom of slope retaining structure, domatic anchor structure and drainage system；Bottom of slope retaining structure includes friction pile and breast boards, and friction pile is arranged in cut slope bottom of slope, and armored concrete breast boards is set between adjacent friction pile；Domatic anchor structure includes anchor pole, cable wire, billet, and anchor pole is squeezed into inside slopes, through shallow-layer sliding surface, billet is set at the anchor head of anchor pole, and cable wire couples together adjacent anchor pole anchor head；Drainage system includes spilled water hole and gutter.The composite supporting construction; side slope monolithic stability can either be ensured; side slope local stability is ensure that again; prevent domatic generation drawing crack from stitching; and in domatic anchor structure work progress, it is not necessary to large-scale construction equipment, domatic original vegetation can be protected; reinforcement effect of the slope vegetation root system to slopes is taken full advantage of, is a kind of environment-friendly type composite supporting construction.
Description
Technical field
The utility model is related to cut slope composite supporting construction, belongs to side slope protection technical field.
Background technology
As the economy of China is developed rapidly, public (iron) road turns the task of the most important thing, incident cutting into
Slope project is more and more.In slope excavating and Bracing Process, different degrees of breaking often is caused to domatic original vegetation
It is bad, a large amount of exposed slight slopes and rock slope are caused, cause serious soil erosion and ecological environment unbalance.At present, environment is asked
Inscribe oneself and move towards global from region, receive significant attention.Slope project implement as cause environmental disruption key factor it
One, how while slope project is implemented, do not destroy domatic original vegetation as far as possible, preserve the ecological environment, as urgently to be resolved hurrily
Problem.
At present in slope project, traditional supporting construction mainly has：Friction pile, retaining wall, prestressed anchor cable frame, anchor
Spray supporting and slope etc..Friction pile or retaining wall construction need large-scale construction equipment, are only used for cut slope bottom of slope supporting and retaining system,
The domatic construction of dense vegetation, is easily destroyed vegetation.Because prestressed anchor cable frame needs the construction reinforced bar concrete on domatic
Vierendeel girder, bolt-spary supports needs the gunite concrete on domatic, and slope can increase excavation scope, therefore above-mentioned three kinds of supporting construction is not
Suitable for the domatic situation that there is dense vegetation.Certainly, also many ecological slope protection structures, but these structures are all mostly destructions
After original vegetation, constructed, finally by manual reversion slope vegetation, deficiency in economic performance.
The technical scheme of prior art one, existing slope retaining structure invention such as expansive soil cut slope support structure and its
Construction method (application number：, including rigid support system, flexible protection systems and waterproof and water drainage system three 201310349461.5)
Point, the rigid support system includes being arranged on the crippled retaining wall of Cut Slopes of Expansive Soil and retaining wall foundation；The flexible support
System include be arranged on Cut Slopes of Expansive Soil sash beam, anchor pole, the flexible netted GSZ being laid on domatic and
It is planted in the vegetation on domatic；The waterproof and water drainage system include be arranged on slope top intercepting ditch or gutter, retaining wall after it is saturating
Draining sewer under water layer, gutter and gutter.
The flexible protection systems of the technology need to set sash beam, anchor pole, laying flexible netted GSZ on domatic
With plantation vegetation, the domatic slope engineering that there is vegetation is not suitable for, especially the domatic feelings that there are dense trees
Condition, the construction of Vierendeel girder can destroy domatic existing vegetation, if the technology is constructed, it is necessary to first destroy existing plant in the case
Quilt, it is to be onstructed finish after, then manual reversion vegetation is unfavorable for saving cost.
The technical scheme of prior art two, existing slope retaining structure invention such as a kind of side slope Anti-sliding stopping structure, (application
Number：201610025414.9), including：Multiple friction piles, multiple friction piles squeeze into the bottom of side slope, and the antiskid side by side
The stable region and unstable region of the embedded side slope of stake；Multiple injected holes, are respectively arranged in side slope, and the injected hole includes outer reaming slip casting
Section and the middle slip casting section connected with the outer reaming slip casting section, the outer reaming slip casting section are located at the unstable region, institute
State middle slip casting section stable connection area and unstable region；And dowel, it is located at the outer reaming slip casting section and the middle note
Between slurry section；Wherein, toward slip casting in the injected hole, make slurries in the outer reaming slip casting section and the middle slip casting section with
The dowel condenses into the anchor pole of fixed slope.
The technology sets anchor pole, and reaming slip casting on domatic, but is not connected each other between anchor pole, when side slope is led
When drawing formula displacement, i.e., the land movement of side slope bottom is big, and the land movement of side slope top is small, easily produces drawing crack at domatic middle part
Seam, rainwater enters gap, produces water pressure, is unfavorable for stability of slope.
Utility model content
For above-mentioned technical problem, the utility model purpose providing a kind of environment-friendly type cut slope composite supporting construction,
The use of domatic large-scale construction equipment can be reduced, so as to avoid the destruction to domatic existing vegetation as far as possible, can both ensure side
Slope monolithic stability, can prevent domatic generation drawing crack from stitching, it is ensured that side slope local stability again, preserve the ecological environment, easy construction, section
About cost, shortens the duration.
Specific technical scheme：
Cut slope composite supporting construction, including bottom of slope retaining structure, domatic anchor structure and drainage system；
Described bottom of slope retaining structure includes friction pile and breast boards, and friction pile is arranged in cut slope bottom of slope, adjacent anti-
Armored concrete breast boards is set between sliding pile；
Described domatic anchor structure includes anchor pole, cable wire, billet, and on side slope surface, described anchor pole squeezes into slope
Internal portion, through shallow-layer sliding surface, sets billet at the anchor head of anchor pole, the cable wire couples together adjacent anchor pole anchor head；
Drainage system includes spilled water hole and gutter；Described spilled water hole is located in bottom of slope retaining structure, and described gutter is arranged on
Roadside.
Or prestress anchorage cable can be set on friction pile, or replace friction pile and breast boards using retaining wall.
Arrangement form of the anchor pole on domatic can be triangle, and anchor pole spacing is 1.0~3.0m.
Or, it can be rectangle, rhombus etc. to be set forth in arrangement form of the anchor pole on domatic, it is also possible to according to slope vegetation
The distribution situation of (such as trees) carries out horizontal layout.
According to the specific feature of engineering, anchor pole may be selected to use non-prestressed or prestressed anchor.
The construction method of the cut slope composite supporting construction, including：
1st, according to surveying setting-out, friction pile stake position, earth-retaining Board position and anchor pole position are demarcated；
2nd, construction friction pile and breast boards, friction pile uses artificial digging pile technique, and sets spilled water hole, repeats above-mentioned system
Make, until forming all of friction pile and breast boards；
3rd, while step 2 is carried out, anchor pole of constructing, it uses bored grouting formula anchor pole, and billet is set at anchor head,
According to the horizontal layout of anchor pole, aforesaid operations are repeated, until forming all of anchor pole；
4th, all anchor poles are linked together by anchor head using many cable wires, and pre-applied force is applied to cable wire；
5th, earth excavation is until road foundation height mark, carries out highway or construction of railways, and construction drainage ditch.
The cut slope composite supporting construction that the utility model is provided, for there is vegetation on domatic and slopes be contained within it is shallow
The slope engineering of layer sliding surface, bottom of slope retaining structure, domatic anchor structure and drainage system constitute composite supporting construction, both
Side slope monolithic stability is ensure that, side slope local stability is ensure that again, prevent domatic generation drawing crack from stitching, and domatic anchoring knot
In structure work progress, it is not necessary to large-scale construction equipment, domatic original vegetation can be protected, take full advantage of slope vegetation root system pair
The reinforcement effect of slopes, is a kind of environment-friendly type composite supporting construction.
Compared with traditional supporting construction, the utility model has many advantages, such as：
1) compared with retaining wall, friction pile or pre-stress anti-slide pile supporting, the method can ensure that side slope is local steady
It is fixed, prevent domatic generation drawing crack from stitching；
2) compared with bolt-spary supports, prestressed anchor cable frame and slope, the method can ensure side slope monolithic stability, reduce
Earth excavation, saves cost, environmental protection；
3) compared with stake or wall add bolt-spary supports, the method does not destroy domatic original vegetation, prevents erosion, and protection is certainly
Right environment, beautifies the environment；
4) compared with stake or wall Prestressing anchored frame supporting, the method does not destroy domatic original vegetation, in construction
After finishing, without manual reversion vegetation, cost is saved；
5) domatic anchor structure (anchor pole, cable wire, billet) does not need large-scale construction equipment, and work progress is easy, shortens
Duration.
Brief description of the drawings
Fig. 1 is structural profile schematic diagram of the present utility model；
Fig. 2 is domatic floor plan of the present utility model；
Fig. 3 is bottom of slope retaining structure floor plan of the present utility model；
Fig. 4 is anchor structure schematic diagram of the present utility model.
Specific embodiment
The utility model specific implementation method is described with reference to the drawings.
Cut slope composite supporting construction as shown in Figure 1, including bottom of slope retaining structure, domatic anchor structure and draining system
System；
Described bottom of slope retaining structure includes friction pile 1 and breast boards 2, and friction pile 1 is arranged in cut slope bottom of slope, adjacent
Armored concrete breast boards 2 is set between friction pile 1；
Described domatic anchor structure includes anchor pole 3, cable wire 4, billet 5 as shown in Figure 4, described on side slope surface
Anchor pole 3 squeeze into inside slopes, through shallow-layer sliding surface, billet 5 is set at the anchor head of anchor pole 3, the cable wire 4 is by adjacent anchor
The anchor head of bar 3 is coupled together；Drainage system includes spilled water hole 6 and gutter 7；Described spilled water hole 6 is located in bottom of slope retaining structure,
Described gutter 7 is arranged on roadside.
The friction pile 1 is reinforced concrete rectangle pile, is arranged in roadside Slope bottom, and stake spacing is according to the size of stake
It is fixed, armored concrete breast boards 2 of the thickness more than or equal to 30cm is set between stake, it is ensured that the monolithic stability of stake back slopes.
As shown in Fig. 2 arrangement form of the anchor pole 3 on domatic can be triangle, anchor pole spacing is 1.0~
3.0m。
The anchor pole 3 squeezes into limited length in slope, generally no greater than 15m domatic, and anchor pole 3 passes through shallow-layer sliding surface, anchors into
In the stable soil body below sliding surface, it is ensured that the local stability of side slope.
The cable wire 4 links together all anchor poles by anchor head, and the pre-applied force of 50N or so is applied on cable wire 4, makes
The cable wire 4 obtained between anchor pole is in tensioned state.
As shown in figure 3, the spilled water hole 6 is set in bottom of slope retaining structure, vertical and level interval is 2.0~3.0m.
The gutter 7 is arranged on road surface at friction pile 0.5m.
The construction method of the cut slope composite supporting construction, including：
1st, according to surveying setting-out, 1 position of friction pile, the position of breast boards 2 and the position of anchor pole 3 are demarcated；
2nd, construction friction pile 1 and breast boards 2, friction pile 1 uses artificial digging pile technique, and sets spilled water hole 6, in repetition
Making is stated, until forming all of friction pile 1 and breast boards 2；
3rd, while step 2 is carried out, anchor pole 3 of constructing, it uses bored grouting formula anchor pole, and billet is set at anchor head
5, according to the horizontal layout of anchor pole 3, aforesaid operations are repeated, until forming all of anchor pole 3；
4th, all anchor poles are linked together by anchor head using many cable wires 4, and pre-applied force is applied to cable wire 4；
5th, earth excavation is until road foundation height mark, carries out highway or construction of railways, and construction drainage ditch 7.
The stake holes of the friction pile 1 and the foundation trench of breast boards 2 are excavated simultaneously, then assembling reinforcement, the reinforcing bar in breast boards 2
Go deep into more than or equal to 600mm in friction pile 1, and fixed on steel reinforcement cage in stake, the casting concrete together with friction pile 1.
The bottom of slope retaining structure and domatic anchor structure can construct simultaneously, so as to shorten the duration.
The material that the anchor pole 3 is used can be steel, such as reinforcing bar, steel pipe, or FRP material etc..
The top layer galvanized anticorrosive of the cable wire 4.
Claims (8)
1. cut slope composite supporting construction, it is characterised in that：Including bottom of slope retaining structure, domatic anchor structure and draining system
System；
Described bottom of slope retaining structure is arranged in cut slope bottom of slope；
Described domatic anchor structure includes anchor pole (3), cable wire (4), billet (5), on side slope surface, described anchor pole
(3) squeeze into inside slopes, through shallow-layer sliding surface, billet (5) is set at the anchor head of anchor pole (3), the cable wire (4) will be adjacent
Anchor pole (3) anchor head is coupled together；Drainage system includes spilled water hole (6) and gutter (7)；Described spilled water hole (6) is located at bottom of slope
In retaining structure, described gutter (7) is arranged on roadside.
2. cut slope composite supporting construction according to claim 1, it is characterised in that：Described bottom of slope retaining structure bag
Friction pile (1) and breast boards (2) are included, friction pile (1) is arranged in cut slope bottom of slope, reinforcing bar is set between adjacent friction pile (1)
Concrete breast boards (2).
3. cut slope composite supporting construction according to claim 1, it is characterised in that：Described bottom of slope retaining structure is
Retaining wall.
4. cut slope composite supporting construction according to claim 2, it is characterised in that：The friction pile (1) is reinforcing bar
Concrete square pile.
5. cut slope composite supporting construction according to claim 1, it is characterised in that：Anchor pole (3) spacing is 1.0
~3.0m.
6. cut slope composite supporting construction according to claim 1, it is characterised in that：The anchor pole (3) is through shallow-layer
Sliding surface, is anchored into the stable soil body below sliding surface, and shallow-layer sliding surface is located in the range of domatic following 0~5m.
7. cut slope composite supporting construction according to claim 1, it is characterised in that：The material that the anchor pole (3) uses
Expect to be steel or fibre reinforced composites.
8. cut slope composite supporting construction according to claim 1, it is characterised in that：Cable wire (4) top layer is zinc-plated
Anti-corrosion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621255766.5U CN206245321U (en) | 2016-11-23 | 2016-11-23 | Cut slope composite supporting construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621255766.5U CN206245321U (en) | 2016-11-23 | 2016-11-23 | Cut slope composite supporting construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206245321U true CN206245321U (en) | 2017-06-13 |
Family
ID=59002310
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621255766.5U Expired - Fee Related CN206245321U (en) | 2016-11-23 | 2016-11-23 | Cut slope composite supporting construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206245321U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106498953A (en) * | 2016-11-23 | 2017-03-15 | 中国科学院、水利部成都山地灾害与环境研究所 | Cut slope composite supporting construction and its construction method |
-
2016
- 2016-11-23 CN CN201621255766.5U patent/CN206245321U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106498953A (en) * | 2016-11-23 | 2017-03-15 | 中国科学院、水利部成都山地灾害与环境研究所 | Cut slope composite supporting construction and its construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170613 Termination date: 20181123 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |