CN201665854U - Side-slope intercepting ditch with mortar and steel-wire mesh - Google Patents
Side-slope intercepting ditch with mortar and steel-wire mesh Download PDFInfo
- Publication number
- CN201665854U CN201665854U CN2010201176747U CN201020117674U CN201665854U CN 201665854 U CN201665854 U CN 201665854U CN 2010201176747 U CN2010201176747 U CN 2010201176747U CN 201020117674 U CN201020117674 U CN 201020117674U CN 201665854 U CN201665854 U CN 201665854U
- Authority
- CN
- China
- Prior art keywords
- mortar
- main body
- steel
- intercepting ditch
- wire mesh
- 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
Links
Images
Abstract
The utility model discloses a side-slope intercepting ditch with a mortar and a steel-wire mesh, which comprises mortar main body. The mortar main body comprises a rectangular bottom surface and two non-adjacent side surfaces; the inside part of the mortar main body is provided with the steel-wire mesh and reinforcing steel bars. The amount of input overall materials is small, the labor investment is reduced, the construction is convenient, the side-slope intercepting ditch is suitable for various landforms and conditions, the problem of investing a lot of labors is solved for the intercepting ditch, the construction cost is reduced, and the problem of economic benefit is solved.
Description
Technical field
The utility model relates to a kind of berme ditch.
Background technology
In all kinds of civil engineering constructions, relate to the position of slope excavation, catchwater has generally all been designed at the side slope top.Domestic berme ditch generally all adopts the form of structure of stone masonry at present, build catchwater by laying bricks or stones for high gradient slope, general construction machinery all can't use, need great amount of manpower will build stone by laying bricks or stones and be transported to the side slope top, particularly, also need to look for everywhere to build by laying bricks or stones and use stone for the position that can utilize building stones to lack.At present domestic labour cost is very high, certainly will cause the construction cost of catchwater to improve, and causes loss to construction enterprises.
The utility model content
The purpose of this utility model is to overcome the deficiencies in the prior art, and a kind of mortar folder gauze wire cloth berme ditch of saving cost is provided.
For solving the problems of the technologies described above, the utility model is achieved through the following technical solutions: a kind of mortar folder gauze wire cloth berme ditch, comprise the mortar main body, described mortar main body is made up of a rectangular bottom surface and two non-conterminous sides, and the inside of described mortar main body is provided with gauze wire cloth and reinforcing bar.
As preferably, the bottom surface of described mortar main body and the angle of side are greater than 90 °.
As preferably, described reinforcing bar is fixed on the gauze wire cloth.
Compared with prior art, the beneficial effects of the utility model are: the integral material less investment, reduce manually and drop into, easy construction is fit to various landform and condition, has effectively solved the problem that the catchwater construction drops into a large amount of manpowers, reduce engineering cost simultaneously, also solved economical efficiency.
Description of drawings
Fig. 1 is the utility model schematic cross section;
Fig. 2 is an overall structure schematic diagram of the present utility model.
The specific embodiment
The utility model is described in further detail below in conjunction with drawings and the specific embodiments.
As depicted in figs. 1 and 2, a kind of mortar folder gauze wire cloth berme ditch comprises mortar main body 1.Described mortar main body 1 is made up of a rectangular bottom surface 11 and two non-conterminous sides 12, and the angle a of bottom surface 11 and side 12 gets 120 ° generally speaking greater than 90 °.The inside of described mortar main body 1 is provided with gauze wire cloth 2 and reinforcing bar 3.Described reinforcing bar 3 is fixed on the gauze wire cloth 2.
The utility model can adopt such process to realize: at first with the base surface levelling, just spread the thick mortar of half storey, preliminary levelling, re-lay gauze wire cloth 2, with reinforcing bar 3 gauze wire cloth 2 is fixed on the basis at random, re-lays the half storey mortar, manually flatten mortar and pat closely knit, compacting mortar surface gets final product, and the shape of making Fig. 2 at last gets final product.
The utility model has solved a large amount of difficult problems of building building stones by laying bricks or stones of transporting of high gradient slope stone masonry catchwater, particularly for the catchwater construction difficult problem that can utilize the area of building the building stones shortage by laying bricks or stones, has effectively reduced input, reduces engineering cost greatly.
Claims (3)
1. a mortar presss from both sides the gauze wire cloth berme ditch, it is characterized in that: comprise mortar main body (1), described mortar main body (1) is made up of a rectangular bottom surface (11) and two non-conterminous sides (12), and the inside of described mortar main body (1) is provided with gauze wire cloth (2) and reinforcing bar (3).
2. mortar folder gauze wire cloth berme ditch according to claim 1, it is characterized in that: the bottom surface (11) of described mortar main body (1) and the angle a of side (12) are greater than 90 °.
3. mortar folder gauze wire cloth berme ditch according to claim 1, it is characterized in that: described reinforcing bar (3) is fixed on the gauze wire cloth (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201176747U CN201665854U (en) | 2010-02-24 | 2010-02-24 | Side-slope intercepting ditch with mortar and steel-wire mesh |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201176747U CN201665854U (en) | 2010-02-24 | 2010-02-24 | Side-slope intercepting ditch with mortar and steel-wire mesh |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201665854U true CN201665854U (en) | 2010-12-08 |
Family
ID=43266811
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201176747U Expired - Fee Related CN201665854U (en) | 2010-02-24 | 2010-02-24 | Side-slope intercepting ditch with mortar and steel-wire mesh |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201665854U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102182332A (en) * | 2011-04-01 | 2011-09-14 | 铁道第三勘察设计院集团有限公司 | Seam type intercepting drain system on ground in front of garage door with track |
-
2010
- 2010-02-24 CN CN2010201176747U patent/CN201665854U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102182332A (en) * | 2011-04-01 | 2011-09-14 | 铁道第三勘察设计院集团有限公司 | Seam type intercepting drain system on ground in front of garage door with track |
| CN102182332B (en) * | 2011-04-01 | 2012-08-29 | 铁道第三勘察设计院集团有限公司 | Seam type intercepting drain system on ground in front of garage door with track |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205857242U (en) | A kind of basement bottom board beam is without brick fetal membrane structural texture | |
| CN205115942U (en) | Unsmoothly piece together building block of type concrete road | |
| CN203175032U (en) | On-site pieced-up bamboo formwork assembly connecting piece and formwork assembly system thereof | |
| CN202672470U (en) | Novel ceramsite board and wall body | |
| CN201665854U (en) | Side-slope intercepting ditch with mortar and steel-wire mesh | |
| CN103046664A (en) | Energy-saving wall with connecting keys and recycled concrete wall panels holding insulation block masonry, and manufacturing method of energy-saving wall | |
| CN202866084U (en) | Concrete composite floor slab with truss provided with floor support | |
| CN204151767U (en) | CFG stake and PHC pile tube combine composite foundation | |
| CN202483059U (en) | Wall plate for frame-structure filled wall | |
| CN205530324U (en) | Miniature stake of thin -walled cold -formed steel | |
| CN202047516U (en) | Dry-laying building block provided with pointing grooves | |
| CN202214893U (en) | Environment-friendly energy-saving recyclable concrete self-heat-preserving building block | |
| CN205501755U (en) | Assembled concrete road surface panel that permeates water | |
| CN205474883U (en) | Carbon cloth of pier, angle steel reinforced structure | |
| CN204780967U (en) | Be applied to high board position raft board basis of transformer substation's complex building | |
| CN204781430U (en) | Preset walling system that building block of regeneration grouted -aggregate concrete energy -saving insulation is constituteed | |
| CN204691048U (en) | Building block brick | |
| CN203347805U (en) | Bearing seepage prevention structure of bottom of karst area pressure tunnel | |
| CN203716111U (en) | Large-thrust arc-gate support | |
| CN201915541U (en) | Special-shaped brick | |
| CN202324400U (en) | Plastic dewatering plate prepared by adopting continuous rolling process | |
| CN201377678Y (en) | Steel part | |
| CN201372438Y (en) | Flexible ecological protection slope | |
| CN206646525U (en) | Side-slope greening and protection monomer matrix precast concrete | |
| CN207700640U (en) | A kind of constructing device being suitable for pasting floor tile |
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 |
Granted publication date: 20101208 Termination date: 20180224 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |