CN206570823U - A kind of broken rock mass slope protective reinforcing structure - Google Patents
A kind of broken rock mass slope protective reinforcing structure Download PDFInfo
- Publication number
- CN206570823U CN206570823U CN201720201069.XU CN201720201069U CN206570823U CN 206570823 U CN206570823 U CN 206570823U CN 201720201069 U CN201720201069 U CN 201720201069U CN 206570823 U CN206570823 U CN 206570823U
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- China
- Prior art keywords
- steel wire
- concrete
- horizontal beams
- fastening
- concrete beam
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- 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.)
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
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- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The utility model discloses a kind of broken rock mass slope protective reinforcing structure, including vertical concrete beam, horizontal beams of concrete, outer steel wire, interior steel wire, fastening coagulation earth mulch and protection post, horizontal beams of concrete is provided with the transverse direction of the interior steel wire, the longitudinally positioned of the interior steel wire has vertical concrete beam.Interior steel wire is tightly attached in side slope by the utility model by vertical concrete beam, horizontal beams of concrete, it is integrally formed with side slope, protection post is provided with by vertical concrete beam and horizontal beams of concrete staggered place, main bearing member, composite supporting construction is collectively constituted for auxiliary primary structure member with steel wire, concrete etc., improve integer support ability of the anchor cable to fragmented rock body, outer steel wire is fitted and is fixed together with vertical concrete beam and horizontal beams of concrete by fastening coagulation earth mulch, sets clad steel silk screen to carry out Double-protection effect；Being provided with loess between outer steel wire and interior steel wire plays reinforcement effect in addition.
Description
Technical field
The utility model is related to a kind of broken rock mass slope protective reinforcing structure.
Background technology
With the development of national economy, building for the facility such as a large amount of railways, highway, water conservancy, mine, cities and towns particularly exists
Excavated in hills and Construction of The Mountainous Region, in Human dried bloodstains and the side slope quantity of landfill is more and more, it is highly increasing, simultaneously
In evolution process also multi-form and scale will occur for side slope deformation and destruction, such as landslide and avalanche.Stability of slope and
Protective reinforcing problem also enjoys the concern of domestic and international expert, once dealing with improperly to form landslide, gently then influences project progress, increase
Engineering cost, it is heavy then jeopardize personal safety of life and property, therefore side slope stabilization and protective reinforcing in engineering field to closing
It is important.
The side slope body of rock side slope by thick-layer broken-rock zone, fault belt when being passed through, under most of side slope body
Sliding power is larger, it is necessary to be protected using heavy supporting construction, such as using anchor cable, friction pile, Anchor anti-slide piles, friction pile sheet pile
Wall, Anchor anti-slide piles sheet pile wall etc..It is general to use friction pile or Anchor anti-slide piles；Friction pile sheet pile wall or Anchor anti-slide piles sheet pile
The expense of the structures such as wall progress side slope protection is height compared with anchor cable.When being protected using anchor cable, the spacing set due to anchor cable
Generally large, domatic rock mass is again relatively more broken, individually can not ensure the slip or avalanche of side slope body shallow-layer between anchor cable using anchor cable,
Accordingly, it would be desirable to which anchor cable and another supporting construction are combined, composite supporting construction is formed.In existing composite supporting construction class
In type, anchor cable pier (plate) is " anchor cable+pier (or plate) " this composite supporting construction because its floor space is limited, it is impossible to formation pair
Effective protection of fragmented rock body between anchor cable；Anchor cable ground beam is that " anchor cable+reinforced beam " this composite supporting construction is shape
Into the ribbon constraint for having no association one by one, the restriction range of grade beam is also limited；The avalanche of fragmented rock body, cunning between anchor cable
Dynamic problem can not possibly be solved effectively；Anchor rope lattice beam is " anchor cable+right-angled intersection reinforced beam " because it is cross
Chi structure, constrains the deformation of domatic fragmented rock body significantly, but the fragmented rock body of sash core can also be in surrounding anchor cable
And continue to be caving under the strength constraint of lattice girder, avalanche, and the problems such as can't resolve the continuation weathering of rock, peel off；Anchor cable net
For the composite supporting construction of the formation of " steel band+anchor cable+anchor pole+bar-mat reinforcement " four, it is mainly used in the supporting in coal digging tunnel, its
Greatly limit the deformation of surface failure of rock rock mass between anchor cable, it is therefore prevented that the slip of top layer fragmented rock body, avalanche with falling, but due to
Fragmented rock body top layer is not closed, and such a composite supporting construction can't resolve the domatic atmospheric disintegration of rocks of Permanent Slope and peel off and asks
Topic.
Utility model content
To solve the above problems, the utility model provides a kind of broken rock mass slope protective reinforcing structure.
To achieve the above object, the technical scheme that the utility model is taken is：
A kind of broken rock mass slope protective reinforcing structure, is operated specific as follows：Including vertical concrete beam, horizontal concrete
Horizontal coagulation is provided with beam, outer steel wire, interior steel wire, fastening coagulation earth mulch and protection post, the transverse direction of the interior steel wire
Tu Liang, the longitudinally positioned of the interior steel wire has vertical concrete beam, and the vertical concrete beam and horizontal beams of concrete are handed over
Fault is provided with protection post, and the protection post is internally provided with fastening reinforcing bar, the protection post and is provided with concrete layer, described
Protection top end is provided with fastening coagulation earth mulch, and the top of the fastening reinforcing bar is poured with fastening coagulation earth mulch to be fixed together,
The upper surface of the vertical concrete beam and horizontal beams of concrete is provided with outer steel wire, and the outer steel wire is by fastening coagulation
Earth mulch is fitted and is fixed together with vertical concrete beam and horizontal beams of concrete.
Preferably, being provided with rebar barbs on the protection column outer wall.
Preferably, being provided with loess between the outer steel wire and interior steel wire.
The utility model is simple in construction, easy to operate, by vertical concrete beam, horizontal beams of concrete that interior steel wire is tight
It is close to be attached in side slope, is integrally formed with side slope, protection is provided with by vertical concrete beam and horizontal beams of concrete staggered place
Post, main bearing member collectively constitutes composite supporting construction for auxiliary primary structure member with steel wire, concrete etc., improves anchor
Rope works well in actual applications to the integer support ability of fragmented rock body, it is therefore prevented that the further weathering of fractured rock and
Peel off, outer steel wire is fitted and is fixed together with vertical concrete beam and horizontal beams of concrete by fastening coagulation earth mulch, is set
Clad steel silk screen carries out Double-protection effect；Being provided with loess between outer steel wire and interior steel wire in addition can be risen with turf plant
To reinforcement effect.
Brief description of the drawings
, below will be to embodiment in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art
Or the accompanying drawing that uses required in description of the prior art is briefly described, it is therefore apparent that drawings in the following description are only
Some embodiments of the present utility model, for those of ordinary skill in the art, on the premise of not paying creative work,
Other accompanying drawings can also be obtained according to these accompanying drawings；
Fig. 1 is top view of the present utility model；
Fig. 2 is side cross-section schematic diagram of the present utility model.
Embodiment
Preferred embodiment of the present utility model is described in detail below in conjunction with the accompanying drawings, so that advantage of the present utility model
It can be easier to be readily appreciated by one skilled in the art with feature, so as to make protection domain of the present utility model apparent clear and definite
Define.
As shown in Figure 1-2, a kind of broken rock mass slope protective reinforcing structure of the utility model include vertical concrete beam 1,
Horizontal beams of concrete 2, outer steel wire 3, interior steel wire 4, fastening coagulation earth mulch 5 and protection post 6, the transverse direction of the interior steel wire 4
On be provided with horizontal beams of concrete 2, the longitudinally positioned of the interior steel wire 4 has vertical concrete beam 1, the vertical concrete
Beam 1 and the horizontal staggered place of beams of concrete 2 are provided with protection post 6, and the protection post 6 is internally provided with fastening reinforcing bar 7, the protection
Be provided with concrete layer 9 in post 6, the top of protection post 6 is provided with fastening coagulation earth mulch 5, the top of the fastening reinforcing bar 7 with
Fastening coagulation earth mulch 5, which is poured, to be fixed together, and the upper surface of the vertical concrete beam 1 and horizontal beams of concrete 2 is provided with outside
Steel wire 3, the outer steel wire 3 is by fastening coagulation earth mulch 5 and vertical concrete beam 1 and horizontal beams of concrete 2 is fitted fixation
Together.
It is worth noting that, being provided with rebar barbs 8 on the outer wall of protection post 6.
It is worth noting that, being provided with loess between the outer steel wire 3 and interior steel wire 4.
In addition, together with rebar barbs 8 pour with concrete layer 9, protection post 6 is squeezed into rock mass, carries out lower portion
Re-lay interior steel wire 4 after structure, then pour vertical concrete beam 1, horizontal beams of concrete 2, finally by laying outer steel wire
Net fastening coagulation earth mulch 5 is compressed.
The utility model is simple in construction, easy to operate, by vertical concrete beam, horizontal beams of concrete that interior steel wire is tight
It is close to be attached in side slope, is integrally formed with side slope, protection is provided with by vertical concrete beam and horizontal beams of concrete staggered place
Post, main bearing member collectively constitutes composite supporting construction for auxiliary primary structure member with steel wire, concrete etc., improves anchor
Rope works well in actual applications to the integer support ability of fragmented rock body, it is therefore prevented that the further weathering of fractured rock and
Peel off, outer steel wire is fitted and is fixed together with vertical concrete beam and horizontal beams of concrete by fastening coagulation earth mulch, is set
Clad steel silk screen carries out Double-protection effect；Being provided with loess between outer steel wire and interior steel wire in addition can be risen with turf plant
To reinforcement effect.
The standardized element that the utility model is used can commercially, shaped piece according to specification and accompanying drawing
Record can carry out customized, the specific connected mode of each part is using bolt ripe in the prior art, rivet, weldering
The conventional meanses such as connect, machinery, part and equipment are using in the prior art, and conventional model adds circuit connection using existing
Conventional connected mode, will not be described in detail herein in technology.
Described above is only preferred embodiment of the present utility model, it is noted that for the common skill of the art
For art personnel, on the premise of the utility model principle is not departed from, some improvements and modifications can also be made, these improve and
Retouching also should be regarded as protection domain of the present utility model.
Claims (3)
1. a kind of broken rock mass slope protective reinforcing structure, it is characterised in that：Including vertical concrete beam (1), horizontal concrete
Beam (2), outer steel wire (3), interior steel wire (4), fastening coagulation earth mulch (5) and protection post (6), the horizontal stroke of the interior steel wire (4)
Horizontal beams of concrete (2) is set up, the longitudinally positioned of the interior steel wire (4) has a vertical concrete beam (1), described vertical
Beams of concrete (1) and horizontal beams of concrete (2) staggered place are provided with protection post (6), the protection post (6) is internally provided with tightly
Gu being provided with concrete layer (9) in reinforcing bar (7), the protection post (6), protection post (6) top is provided with fastening concrete
Cover (5), the top of the fastening reinforcing bar (7) is poured with fastening coagulation earth mulch (5) to be fixed together, the vertical concrete beam
(1) and the upper surface of horizontal beams of concrete (2) is provided with outer steel wire (3), the outer steel wire (3) is by fastening coagulation earth mulch
(5) fit and be fixed together with vertical concrete beam (1) and horizontal beams of concrete (2).
2. a kind of broken rock mass slope protective reinforcing structure as claimed in claim 1, it is characterised in that：The protection post (6)
Rebar barbs (8) are provided with outer wall.
3. a kind of broken rock mass slope protective reinforcing structure as claimed in claim 1, it is characterised in that：The outer steel wire
(3) it is provided with loess between interior steel wire (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720201069.XU CN206570823U (en) | 2017-02-23 | 2017-02-23 | A kind of broken rock mass slope protective reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720201069.XU CN206570823U (en) | 2017-02-23 | 2017-02-23 | A kind of broken rock mass slope protective reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206570823U true CN206570823U (en) | 2017-10-20 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720201069.XU Expired - Fee Related CN206570823U (en) | 2017-02-23 | 2017-02-23 | A kind of broken rock mass slope protective reinforcing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206570823U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107630457A (en) * | 2017-10-23 | 2018-01-26 | 佛山科学技术学院 | One kind builds municipal civil engineering side slope reinforcing apparatus |
-
2017
- 2017-02-23 CN CN201720201069.XU patent/CN206570823U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107630457A (en) * | 2017-10-23 | 2018-01-26 | 佛山科学技术学院 | One kind builds municipal civil engineering side slope reinforcing apparatus |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171020 Termination date: 20190223 |