CN204608839U - Ater-casting anti-corrosion structure - Google Patents
Ater-casting anti-corrosion structure Download PDFInfo
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- CN204608839U CN204608839U CN201520227391.0U CN201520227391U CN204608839U CN 204608839 U CN204608839 U CN 204608839U CN 201520227391 U CN201520227391 U CN 201520227391U CN 204608839 U CN204608839 U CN 204608839U
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- 238000005266 casting Methods 0.000 title claims abstract description 36
- 238000005260 corrosion Methods 0.000 title claims abstract description 10
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 11
- 239000010959 steel Substances 0.000 claims abstract description 11
- 230000003014 reinforcing Effects 0.000 abstract description 9
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 13
- 239000004567 concrete Substances 0.000 description 7
- 230000002787 reinforcement Effects 0.000 description 6
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 4
- 235000015450 Tilia cordata Nutrition 0.000 description 4
- 235000011941 Tilia x europaea Nutrition 0.000 description 4
- 239000004571 lime Substances 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances data:image/svg+xml;base64,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 data:image/svg+xml;base64,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 O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 239000004744 fabric Substances 0.000 description 3
- 239000004677 Nylon Substances 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 239000011449 brick Substances 0.000 description 2
- 239000011083 cement mortar Substances 0.000 description 2
- 239000003292 glue Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 229920001778 nylon Polymers 0.000 description 2
- 239000002985 plastic film Substances 0.000 description 2
- 241000251468 Actinopterygii Species 0.000 description 1
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 240000003917 Bambusa tulda Species 0.000 description 1
- 210000003205 Muscles Anatomy 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 210000003491 Skin Anatomy 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000000903 blocking Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Abstract
The utility model relates to technical field of building construction, specifically a kind of ater-casting anti-corrosion structure is disclosed, comprise sole plate, one passage is set in the middle part of described sole plate, passage both sides are reinforced mesh, described reinforced mesh is provided with steel plate waterstop strip, and described reinforced mesh side is provided with stiffened wire lath.The utility model advantage is, owing to being provided with steel plate waterstop strip on reinforced mesh, avoids the generation of ater-casting Seepage, prevents the problem that ater-casting reinforcing bar is corroded.Simultaneously set up stiffened wire lath in reinforced mesh side, when preventing the concreting of passage both sides in admission passage.
Description
Technical field
The utility model relates to technical field of building construction, refers to a kind of ater-casting anti-corrosion structure especially.
Background technology
For the differential settlement in solution engineering loading procedure and distortion, general needs arranges ater-casting between two annexes.
Traditional ater-casting, ultra-deep high water level basis adopts traditional method to be the steel fabric sheet colligation of both sides, basic ater-casting, after Base isolation system concreting being caused like this, ater-casting reinforcing bar easily the hidden danger of quality such as not easily to be ensured by ater-casting internal water accumulation corrosion, construction quality, the construction at position, ater-casting, basis brings and such as affects programming, and construction quality is difficult to ensure.
Utility model content
The purpose of this utility model is to provide a kind of ater-casting anti-corrosion structure, and this structure can solve the problem, and prevents percolating water in ater-casting to cause the problem of ater-casting corrosion.
To achieve these goals, the utility model have employed following technical scheme: a kind of ater-casting anti-corrosion structure, comprise sole plate, one passage is set in the middle part of described sole plate, passage both sides are reinforced mesh, described reinforced mesh is provided with steel plate waterstop strip, and described reinforced mesh side is provided with stiffened wire lath.
The beneficial effects of the utility model are: after adopting said structure: owing to being provided with steel plate waterstop strip on reinforced mesh, avoid the generation of ater-casting Seepage, prevent the problem that ater-casting reinforcing bar is corroded.Simultaneously set up stiffened wire lath in reinforced mesh side, when preventing the concreting of passage both sides in admission passage.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment technical scheme, below the accompanying drawing used required in describing embodiment is briefly described, apparently, accompanying drawing in the following describes is only that the utility model is in order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, below the accompanying drawing used required in p-embodiment or description of the prior art is briefly described, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is structural representation of the present utility model.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the utility model embodiment, be clearly and completely described the technical scheme in the utility model embodiment, obviously, described embodiment is only the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making the every other embodiment obtained under creative work prerequisite, all belong to the scope of the utility model protection.
Ater-casting anti-corrosion structure as shown in Figure 1, comprise sole plate (1), described sole plate (1) middle part arranges a passage (4), passage (4) both sides are reinforced mesh (2), described reinforced mesh (2) is provided with steel plate waterstop strip (3), and described reinforced mesh (2) side is provided with stiffened wire lath.
This ater-casting operates according to the following steps when constructing:
1, line setting: adopt transit unwrapping wire, from oriented axial control network, measure out position, ater-casting, determine the accurate location of ater-casting, put bed course size outside from position, ater-casting, squeeze into spacer bars around the corner, draw and establish nylon wire, spill lime line.According to the lime line of location, dig to design elevation under adopting artificial vertical, the degree of depth is generally easy is 650mm, measures cutting depth with level gauge and Sopwith staff simultaneously.From ater-casting, the position line measures outer unwrapping wire accurately, squeezes into spacer bars at turning, draws and establishes nylon wire, spills lime line; At the bottom of from outer edge lime line to the ater-casting of having excavated, obliquely excavate the unnecessary earthwork or sandstone.After excavation, certain finishing is carried out to groove.The local place of backbreaking should backfill.Frog hammer ramming more than three times is back and forth adopted to substrate, inclined-plane is made real, guarantee the groove earthwork or sandstone closely knit, concrete cushion construction completes.
2, enhancement Layer structure construction: concrete cushion construction completes and starts enhancement Layer structure of constructing on the 3rd day.Enhancement Layer general thickness is easily 300mm, and reinforcement cover controls at 50mm, first places longitudinal reinforcement 12, can carry out overlap joint colligation according to 30d, and then place cross direction profiles muscle, vertical lateral dimension is generally easy is 200mm × 150mm, and reinforcing bar binding is even.Acceptance(check) after reinforcing bar binding, starts to build C30 concrete, with watering with the Troweling press finishing that vibrates.Build complete covered with plastic film and woollen blanket carries out maintenance.
3, rubber water-proof sheet construction: with the thick rubber water-proof sheet of paving 10mm, rubber water-proof sheet width is preferably outside both sides, ater-casting and puts >=200mm.Rubber water-proof oblique cut grafting length is no less than 200mm, and the full glue of glue special connects.Rubber water-proof sheet is laid on top after laying
reinforced mesh (2), lateral length is put 250mm outside the size of ater-casting.
4, fish tail and waterproof layer construction: construction waterproof cover concrete, with watering with the Troweling press finishing that vibrates.Build complete covered with plastic film and woollen blanket carries out maintenance.
5, sole plate (1) construction: after topping construction; first use and a concreting 50mm wide same base plate protection layer the same thick coagulation earth steps of basis with label; control thickness of protection tier, after intensity reaches, carry out steel mesh reinforcement colligation under base plate again.Ф 12 longitudinally fixing reinforcing bar is longitudinally set at position, ater-casting before the colligation of baseplate reinforcing bar net, in altitude range every 100mm together, for the steel fabric sheet of blocking in the altitude range of ater-casting, after treating bottom layer of the reinforcing steel colligation, be spot welded on bottom layer of the reinforcing steel with vertical reinforcement and be fixed, vertical reinforcement longitudinally every 500mm together.In the altitude range of ater-casting, carry out lock raft by upper and lower two pieces of close order double-layer wire mesh sheet, in sole plate (1) reinforcing bar bottom range, increase by one stiffened wire lath, with shutoff lateral bottom plates concrete.
Sole plate (1) middle part increases by one steel plate waterstop strip (3), and steel plate waterstop strip (3) jointing adopts full weld.After bottom reinforcement bars construction, measure the horizontal absolute altitude of waterstop, adopt welding
reinforcing bar is fixed.
Sole plate (1) concrete is poured into a mould, and before treating concrete final set, the cement paste of removing inflow ater-casting, covers double-deck colour bar cloth and bamboo slab rubber is protected, and falls in ater-casting to prevent foreign material.The order from centre to both sides is easily followed in sole plate (1) concreting, is conducive to ponding and discharges to surrounding.
6, ater-casting capping protection: apart from basic ater-casting 100mm place, every limit cement mortar smear the checkdam of a 50mm × 50mm or build 2 skin common brick cement mortar by laying bricks or stones and whitewash, upper enclosure plank.Ater-casting is entered to prevent construction water and foreign material.
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (1)
1. an ater-casting anti-corrosion structure, comprise sole plate (1), it is characterized in that, described sole plate (1) middle part arranges a passage (4), passage (4) both sides are reinforced mesh (2), described reinforced mesh (2) is provided with steel plate waterstop strip (3), and described reinforced mesh (2) side is provided with stiffened wire lath.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520227391.0U CN204608839U (en) | 2015-04-15 | 2015-04-15 | Ater-casting anti-corrosion structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520227391.0U CN204608839U (en) | 2015-04-15 | 2015-04-15 | Ater-casting anti-corrosion structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204608839U true CN204608839U (en) | 2015-09-02 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520227391.0U Active CN204608839U (en) | 2015-04-15 | 2015-04-15 | Ater-casting anti-corrosion structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204608839U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107044171A (en) * | 2017-06-02 | 2017-08-15 | 中联世纪建设集团有限公司 | Butyl putty steel plate water-stopping rear pouring tape construction method |
-
2015
- 2015-04-15 CN CN201520227391.0U patent/CN204608839U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107044171A (en) * | 2017-06-02 | 2017-08-15 | 中联世纪建设集团有限公司 | Butyl putty steel plate water-stopping rear pouring tape construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |