CN208870056U - A kind of cast-in-place concrete hollow intercepts water skeleton protective slope structure - Google Patents
A kind of cast-in-place concrete hollow intercepts water skeleton protective slope structure Download PDFInfo
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- CN208870056U CN208870056U CN201821371648.XU CN201821371648U CN208870056U CN 208870056 U CN208870056 U CN 208870056U CN 201821371648 U CN201821371648 U CN 201821371648U CN 208870056 U CN208870056 U CN 208870056U
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- skeleton
- main framing
- intercepts water
- water
- cast
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 67
- 230000001681 protective effect Effects 0.000 title claims abstract description 17
- 238000009432 framing Methods 0.000 claims abstract description 44
- 210000003205 muscle Anatomy 0.000 claims description 6
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 3
- 210000000988 bone and bone Anatomy 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000000926 separation method Methods 0.000 claims description 2
- 241001464837 Viridiplantae Species 0.000 claims 1
- 238000003466 welding Methods 0.000 claims 1
- 230000000694 effects Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 239000004570 mortar (masonry) Substances 0.000 description 3
- 239000004575 stone Substances 0.000 description 3
- 238000005345 coagulation Methods 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 238000010923 batch production Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 201000010099 disease Diseases 0.000 description 1
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
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Abstract
A kind of cast-in-place concrete hollow intercepts water skeleton protective slope structure, do not reduce intercept water skeleton buried depth in the case where, reduce the concrete amount for the skeleton that intercepts water, save project cost.The skeleton that intercepts water including being embedded to side slope surface, the intercept water top surface of skeleton is flushed with side slope surface, the laterally spaced setting of main framing, the vertically interval setting between adjacent two main framing of branch skeleton, its transverse ends and main framing consolidate, vertical intercepting ditch is formed by the edge that vertically intercepts water that its body top face is protruded in two sides on main framing, oblique intercepting ditch is formed by the oblique edge that intercepts water that its top surface is protruded in downside on branch skeleton, vertical intercepting ditch, oblique intercepting ditch connect at the connecting node of main framing and branch skeleton.The main framing, branch skeleton main body be hollow structure, rectangular plastic pipe after-pouring concrete is placed in the groove foundation pit on side slope surface and is formed.
Description
Technical field
The utility model relates to slope protection structure, in particular to a kind of cast-in-place concrete hollow intercepts water skeleton slope protection knot
Structure.
Background technique
Engineering slope the rainfall the effects of under be easy to happen erosion, slip the diseases such as collapse, influence the stability of side slope, intercept water bone
Frame slope protection is a kind of common engineering measure, material in side slope protection because its is handsome in appearance, firm side slope has both drain function
Generally use mortar flag stone or concrete.Skeleton is more difficult to control using mortar flag stone masonry one side construction quality, common slabstone
It is detached from mortar, phenomena such as jointing falls off, on the other hand some areas lack stone material and labour cost is higher, work efficiency is low.More than
Reason makes at present more and more using concrete skeleton slope protection, and concrete skeleton slope protection has cast-in-place and prefabricated two ways.
In order to play good firm effect, skeleton need to be embedded in side slope certain depth, and high-speed railway is generally required not less than 0.6m, this makes
It is big to obtain cast-in-place carcase works amount, unit price is high.Hollow structure can be used in precast framework, there is materials province, can batch production standard production
Advantage, but its there is also construction requirement height, with skeleton foundation pit there are gap be easy to cause rainwater infiltration soften side slope the disadvantages of.
Utility model content
It intercepts water skeleton protective slope structure the technical problem to be solved by the utility model is to provide a kind of cast-in-place concrete hollow,
Do not reduce intercept water skeleton buried depth in the case where, reduce the concrete amount of skeleton of intercepting water, save project cost.
It is as follows that the utility model solves technical solution used by its technical problem:
A kind of cast-in-place concrete hollow of the utility model intercepts water skeleton protective slope structure, including intercepting water for embedment side slope surface
The top surface of skeleton, the skeleton that intercepts water is flushed with side slope surface, and the skeleton that intercepts water is made of main framing, fulcra frame, main framing transversely between
Every setting, branch skeleton vertically interval setting, transverse ends and main framing between adjacent two main framing are consolidated, on main framing by
The edge that vertically intercepts water that its body top face is protruded in two sides forms vertical intercepting ditch, oblique section of its top surface is protruded by downside on branch skeleton
Water edge forms oblique intercepting ditch, and vertical intercepting ditch, oblique intercepting ditch connect at the connecting node of main framing and branch skeleton,
Be characterized in: the main framing, branch skeleton main body be hollow structure, place rectangular plastic in the groove foundation pit on side slope surface
Pipe after-pouring concrete is formed.
The top of the side slope surface is arranged the concrete fringing being laterally extended, and protrudes its master by downside on concrete fringing
The transverse direction of the body top surface edge that intercepts water forms lateral intercepting ditch, and lateral intercepting ditch and each vertical intercepting ditch are in main framing and concrete fringing
Connecting node at connect.
The bottom setting of the side slope surface forms the skeleton basis of support, the setting draining of skeleton basis outside to main framing
Ditch, main framing lower end are docked with the extension rhone for guiding gutter into.
The utility model has the beneficial effects that it is mixed to place rectangular plastic pipe after-pouring in excavation groove on side slope surface
Solidifying soil forms the skeleton that intercepts water, and in the case where guaranteeing to intercept water skeleton buried depth, significantly reduces the dosage for the skeleton concrete that intercepts water, has
Conducive to saving project cost；By setting concrete fringing and lateral intercepting ditch is formed in top of the slope, and in the bottom of side slope surface
Setting extends rhone, and the skeleton that intercepts water is formed together perfect drainage system, can in time introduce the water of slope surface outside side slope
In gutter.
Detailed description of the invention
This specification includes following five width attached drawing:
Fig. 1 is that a kind of cast-in-place concrete hollow of the utility model intercepts water the planar representation of skeleton protective slope structure；
Fig. 2 is the sectional view of the I-I line along Fig. 1；
Fig. 3 is the perspective view of Fig. 1 interior joint A；
A kind of cast-in-place concrete hollow of Fig. 4 the utility model intercepts water the sectional view of skeleton protective slope structure middle main bone frame；
A kind of cast-in-place concrete hollow of Fig. 5 the utility model intercepts water the sectional view of skeleton protective slope structure middle ramus frame.
Label and corresponding title in figure: rectangular plastic pipe 1, main framing 10, vertically intercept water edge 11, main framing reinforcing bar
12, vertically intercept water balsh muscle 13, branch skeleton 20, the oblique edge 21 that intercepts water, branch skeleton reinforcing steel bar 22, the oblique balsh muscle 23, coagulation of intercepting water
Native fringing 30, skeleton basis 40, extends rhone 50, gutter 60, expansion joint 70, side slope surface L at the edge 31 that laterally intercepts water.
Specific embodiment
The present invention will be further described with reference to the accompanying drawings and examples.
Referring to figs. 1 to Fig. 5, a kind of cast-in-place concrete hollow of the utility model intercepts water skeleton protective slope structure, including embedment
The top surface of the skeleton that intercepts water of side slope surface L, the skeleton that intercepts water is flushed with side slope surface L.Skeleton intercept water by main framing 10, branch skeleton 20
It constitutes, the laterally spaced setting of main framing 10, the vertically interval setting between adjacent two main framing 10 of branch skeleton 20, lateral two
End is consolidated with main framing 10.Vertical intercepting ditch is formed by the edge 11 that vertically intercepts water that its body top face is protruded in two sides on main framing 10,
Oblique intercepting ditch is formed by the oblique edge 21 that intercepts water that its top surface is protruded in downside on branch skeleton 20.Vertical intercepting ditch, oblique intercepting ditch
It connects at the connecting node of main framing 10 and branch skeleton 20, the water in slope surface is collected by oblique intercepting ditch and introduces vertical cut
In ditch.The main framing 10, branch skeleton 20 main body be hollow structure, place square in the groove foundation pit on side slope surface L
1 after-pouring concrete of expects pipe is shaped to be formed.In the case where guaranteeing to intercept water skeleton buried depth, it can significantly reduce the skeleton coagulation that intercepts water
The dosage of soil, to be conducive to save project cost.
It referring to Figures 1 and 2, is the Drainage Design for improving the skeleton that intercepts water, the top setting of the side slope surface L is laterally extended
Concrete fringing 30, formed and laterally intercepted water by the transverse direction that its body top face is protruded in the downside edge 31 that intercepts water on concrete fringing 30
Ditch, lateral intercepting ditch connect at the connecting node of main framing 10 and concrete fringing 30 with each vertical intercepting ditch.Transverse cutting
Top of the slope water is collected in ditch, and is introduced into vertical intercepting ditch.The bottom setting of the side slope surface L is to the formation of main framing 10
Gutter 60,10 lower end of main framing and the extension for guiding gutter 60 into is arranged in the skeleton basis 40 of support, 40 outside of skeleton basis
Rhone 50 docks, will be outside the water ejectment to side slope in vertical intercepting ditch.
Referring to Fig.1,15~20m of lateral separation setting one on the concrete fringing 30, branch skeleton 20 and skeleton basis 40
Locate expansion joint 70.For the protection effect for improving side slope, planted between main framing 10, branch skeleton 20 on the side slope surface L green
Change plant.
Referring to Fig. 4 and Fig. 5, to improve integral strength, prevents concrete cracking and the edge that intercepts water falls off, in the main framing 10
Embedded main framing reinforcing bar 12 and the balsh muscle 13 that vertically intercepts water welded therewith.22 He of branch skeleton reinforcing steel bar is buried in the branch skeleton 20
The oblique balsh muscle 23 that intercepts water welded therewith.
A kind of the above cast-in-place concrete hollow of the utility model that only explains through diagrams intercepts water skeleton protective slope structure
Some principles are not intended to shown in being confined to the utility model and in the specific structure and the scope of application, therefore all institutes
It is possible that the corresponding modification being utilized and equivalent, belong to the applied the scope of the patents of the utility model.
Claims (7)
- The skeleton protective slope structure 1. a kind of cast-in-place concrete hollow intercepts water, the skeleton that intercepts water including being embedded to side slope surface (L), intercept water bone The top surface of frame is flushed with side slope surface (L), and the skeleton that intercepts water is made of main framing (10), branch skeleton (20), and main framing (10) is along cross It is arranged to interval, branch skeleton (20) vertically interval setting, transverse ends and main framing between adjacent two main framing (10) (10) it consolidates, vertical intercepting ditch, fulcra is formed by the edge (11) that vertically intercepts water that its body top face is protruded in two sides on main framing (10) Oblique intercepting ditch, vertical intercepting ditch, oblique intercepting ditch are formed by the oblique edge that intercepts water (21) that its top surface is protruded in downside on frame (20) It connects at the connecting node of main framing (10) and branch skeleton (20), it is characterized in that: the main framing (10), branch skeleton (20) Main body be hollow structure, in the groove foundation pit on side slope surface (L) place rectangular plastic pipe (1) after-pouring concrete shape At.
- The skeleton protective slope structure 2. a kind of cast-in-place concrete hollow as described in claim 1 intercepts water, it is characterized in that: the Slope The top in face (L) is arranged the concrete fringing (30) being laterally extended, and protrudes its body top face by downside on concrete fringing (30) Transverse direction intercept water edge (31) form lateral intercepting ditch, lateral intercepting ditch and each vertical intercepting ditch and inlayed in main framing (10) and concrete It connects at the connecting node on side (30).
- The skeleton protective slope structure 3. a kind of cast-in-place concrete hollow as claimed in claim 2 intercepts water, it is characterized in that: the Slope The skeleton that the bottom setting in face (L) forms support to main framing (10) is basic (40), and gutter is arranged on the outside of skeleton basis (40) (60), main framing (10) lower end is docked with the extension rhone (50) for guiding gutter (60) into.
- The skeleton protective slope structure 4. a kind of cast-in-place concrete hollow as claimed in claim 3 intercepts water, it is characterized in that: the concrete Expansion joint (70) at 15~20m of lateral separation setting one on fringing (30), branch skeleton (20) and skeleton basic (40).
- The skeleton protective slope structure 5. a kind of cast-in-place concrete hollow as described in claim 1 intercepts water, it is characterized in that: the main framing (10) main framing reinforcing bar (12) are buried in and that welds therewith vertical intercepts water balsh muscle (13).
- The skeleton protective slope structure 6. a kind of cast-in-place concrete hollow as described in claim 1 intercepts water, it is characterized in that: the branch skeleton (20) oblique intercept water balsh muscle (23) burying branch skeleton reinforcing steel bar (22) in and welding therewith.
- The skeleton protective slope structure 7. a kind of cast-in-place concrete hollow as described in claim 1 intercepts water, it is characterized in that: the Slope Green plants are planted between (20) in main framing (10), branch skeleton on face (L).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821371648.XU CN208870056U (en) | 2018-08-24 | 2018-08-24 | A kind of cast-in-place concrete hollow intercepts water skeleton protective slope structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821371648.XU CN208870056U (en) | 2018-08-24 | 2018-08-24 | A kind of cast-in-place concrete hollow intercepts water skeleton protective slope structure |
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| Publication Number | Publication Date |
|---|---|
| CN208870056U true CN208870056U (en) | 2019-05-17 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821371648.XU Expired - Fee Related CN208870056U (en) | 2018-08-24 | 2018-08-24 | A kind of cast-in-place concrete hollow intercepts water skeleton protective slope structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117364807A (en) * | 2023-12-08 | 2024-01-09 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | Roadbed slope implantation type framework protection structure and construction method |
-
2018
- 2018-08-24 CN CN201821371648.XU patent/CN208870056U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117364807A (en) * | 2023-12-08 | 2024-01-09 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | Roadbed slope implantation type framework protection structure and construction method |
| CN117364807B (en) * | 2023-12-08 | 2024-03-22 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | Roadbed slope implantation type framework protection structure and construction method |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190517 |
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| CF01 | Termination of patent right due to non-payment of annual fee |