CN205577358U - Pipe in water baffle - Google Patents
Pipe in water baffle Download PDFInfo
- Publication number
- CN205577358U CN205577358U CN201620262298.8U CN201620262298U CN205577358U CN 205577358 U CN205577358 U CN 205577358U CN 201620262298 U CN201620262298 U CN 201620262298U CN 205577358 U CN205577358 U CN 205577358U
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- CN
- China
- Prior art keywords
- skeleton
- concrete
- downpipe
- clapboard
- type
- 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 discloses a pipe in water baffle, personally experience sth. Part of the body and bury the internal skeleton in concrete -based underground including concrete -based, the skeleton comprises wire net or reinforcing bar net, the skeleton is L type or U type form, the surface of the concrete -based body is the baffle panel, L type or U type that the baffle panel is matcing with the skeleton facies are described. The utility model discloses a pipe in water baffle has the concatenation of need not, and receives advantages such as the force intensity is high, protection nature is good.
Description
Technical field
This utility model relates to building precast component technology field, particularly relates to a kind of downpipe clapboard.
Background technology
Normally, as the downpipe of the building such as kitchen, toilet needs to be physically separated with the external world, both seemed attractive in appearance, health, again in order to avoid breaking in daily life or damaging downpipe.Traditional isolation method has three kinds: (1) uses the Rhizoma Begoniae Willsonii mode of piling up to isolate, and takes time and effort；(2) using plank outsourcing isolation, if downpipe infiltration, then plank is perishable collapses；(3) cement concrete is used to prepare the cement plate of one piece of block level, again each cement plate is stitched together by gluing or interlocking form and forms the division board of protection downpipe, division board is spliced by each cement plate, low in the corner adhesion strength of splicing, there is potential safety hazard；Additionally, splicing uses the gluing or form of interlocking, product is susceptible to phenomenon of rupture during transport, installation, life-time service, and reliability is relatively low.
Utility model content
The technical problems to be solved in the utility model is to overcome the deficiencies in the prior art, it is provided that a kind of without splicing, and the downpipe clapboard high by force intensity, protective is good.
For solve above-mentioned technical problem, this utility model by the following technical solutions:
A kind of downpipe clapboard, including concrete substrate and the skeleton being embedded in concrete substrate, described skeleton is made up of steel wire or bar-mat reinforcement, and described skeleton is L-type or U-shaped shape, the surface of described concrete substrate is dividing plate panel, and described dividing plate panel is the L-type matched with skeleton or U-shaped shape.
Further improvement as technique scheme:
Described steel wire or a diameter of 0.5mm～20mm of the network structure that bar-mat reinforcement is horizontal and vertical quadrature arrangement, described steel wire or bar-mat reinforcement.
Described concrete substrate includes one or more in air entrained concrete, foamed concrete or light bone concrete.
The thickness of described dividing plate panel is 1cm～3cm, and total length is 0.5m～3.5m.
Compared with prior art, the utility model has the advantage of:
Downpipe clapboard of the present utility model, the skeleton being made up of steel wire or bar-mat reinforcement is buried underground in concrete substrate, effectively enhance downpipe clapboard by force intensity, reliability is high, and skeleton and dividing plate panel are L-type or U-shaped shape, when protection is installed, can be mounted directly without splicing, eliminate the potential safety hazard that the corner adhesion strength brought because of splicing construction is low, and downpipe clapboard is not susceptible to phenomenon of rupture during transport and life-time service, reliability is higher, and protective is good.
Accompanying drawing explanation
Fig. 1 be skeleton of the present utility model be the downpipe clapboard structural representation of L-type.
Fig. 2 is the downpipe clapboard of the present utility model scheme of installation when preparing.
In figure, each label represents:
1, skeleton；10, steel wire or bar-mat reinforcement；2, concrete substrate；3, dividing plate panel.
Detailed description of the invention
Below in conjunction with Figure of description and specific embodiment, this utility model is described in further detail.
Figures 1 and 2 show that the embodiment of a kind of downpipe clapboard of the present utility model, including concrete substrate 2 and the skeleton 1 being embedded in concrete substrate 2, skeleton 1 is made up of steel wire or bar-mat reinforcement 10, skeleton 1 is L-type or U-shaped shape, the surface of concrete substrate 2 is dividing plate panel 3, and dividing plate panel 3 is the L-type matched with skeleton 1 or U-shaped shape.Skeleton 1 is L-type or U-shaped shape, time actually used, can select the shape of skeleton 1 according to the environment of installing and using of downpipe, and adaptability is good.Downpipe clapboard of the present utility model, the skeleton 1 being made up of steel wire or bar-mat reinforcement 10 is buried underground in concrete substrate 2, effectively enhance downpipe clapboard by force intensity, reliability is high, and skeleton 1 and dividing plate panel 3 are L-type or U-shaped shape, when protection is installed, can be mounted directly without splicing, eliminate the potential safety hazard that the corner adhesion strength brought because of splicing construction is low, and downpipe clapboard is not susceptible to phenomenon of rupture during transport and life-time service, reliability is higher, and protective is good.
In the present embodiment, steel wire or the network structure that bar-mat reinforcement 10 is horizontal and vertical quadrature arrangement, when skeleton 1 is L-type, a corner broken line of L-type is parallel with longitudinal steel wire or bar-mat reinforcement 10, and load-bearing is good.When skeleton 1 is U-shaped, two U-shaped corner broken lines are all parallel with longitudinal steel wire or bar-mat reinforcement 10, and load-bearing is good.In the present embodiment, steel wire or a diameter of 0.5mm～20mm of bar-mat reinforcement 10, can be according to different load-bearing and use environmental selection, adaptability is good.
In the present embodiment, concrete substrate 2 includes one or more in air entrained concrete, foamed concrete or light bone concrete.Refer to Fig. 2, as a example by the dividing plate panel 3 of L-type, the preparation process of overboard plate dividing plate is described, comprising: step one, prefabricated light concrete；Step 2, prefabricated two L-type moulds；Two L-type moulds are oppositely arranged by step 3, then are inserted in by skeleton 1 between two L-type moulds；Step 4, integral-filled light concrete form concrete substrate 2, thus complete the preparation of downpipe clapboard.Certainly, during preparation, can be oppositely arranged successively with prefabricated plural mould, each mould, multiple downpipe clapboard can be prepared simultaneously, improve production efficiency.The downpipe clapboard of the present embodiment, uses overall light concrete pre-formed, interior setting-in skeleton 1, both strengthened improve downpipe clapboard by force intensity, weight is light again, and reliability is high.
In the present embodiment, the thickness of dividing plate panel 3 is 1cm～3cm, and total length is 0.5m～3.5m, can be according to different load-bearing and use environmental selection, and adaptability is good.
Although this utility model is disclosed above with preferred embodiment, but it is not limited to this utility model.Any those of ordinary skill in the art, in the case of without departing from technical solutions of the utility model scope, technical solutions of the utility model are made many possible variations and modification by the technology contents that all may utilize the disclosure above, or are revised as the Equivalent embodiments of equivalent variations.Therefore, every content without departing from technical solutions of the utility model, according to this utility model technical spirit to any simple modification made for any of the above embodiments, equivalent variations and modification, all should fall in the range of technical solutions of the utility model are protected.
Claims (4)
1. a downpipe clapboard, it is characterized in that: include concrete substrate (2) and the skeleton (1) being embedded in concrete substrate (2), described skeleton (1) is made up of steel wire or bar-mat reinforcement (10), described skeleton (1) is L-type or U-shaped shape, the surface of described concrete substrate (2) is dividing plate panel (3), and described dividing plate panel (3) is the L-type or U-shaped shape matched with skeleton (1).
Downpipe clapboard the most according to claim 1, it is characterised in that: described steel wire or the network structure that bar-mat reinforcement (10) is horizontal and vertical quadrature arrangement, described steel wire or a diameter of 0.5mm～20mm of bar-mat reinforcement (10).
Downpipe clapboard the most according to claim 1 and 2, it is characterised in that: described concrete substrate (2) includes one or more in air entrained concrete, foamed concrete or light bone concrete.
Downpipe clapboard the most according to claim 3, it is characterised in that: the thickness of described dividing plate panel (3) is 1cm～3cm, and total length is 0.5m～3.5m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620262298.8U CN205577358U (en) | 2016-03-31 | 2016-03-31 | Pipe in water baffle |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620262298.8U CN205577358U (en) | 2016-03-31 | 2016-03-31 | Pipe in water baffle |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205577358U true CN205577358U (en) | 2016-09-14 |
Family
ID=56867952
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620262298.8U Expired - Fee Related CN205577358U (en) | 2016-03-31 | 2016-03-31 | Pipe in water baffle |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205577358U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108044786A (en) * | 2017-12-17 | 2018-05-18 | 郴州五森服饰文化科技有限公司 | Fume pipe production method, component and fume pipe and making mold |
-
2016
- 2016-03-31 CN CN201620262298.8U patent/CN205577358U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108044786A (en) * | 2017-12-17 | 2018-05-18 | 郴州五森服饰文化科技有限公司 | Fume pipe production method, component and fume pipe and making mold |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160914 Termination date: 20200331 |