CN106284858A - Sloping roof pea gravel concreten ladder casting method - Google Patents
Sloping roof pea gravel concreten ladder casting method Download PDFInfo
- Publication number
- CN106284858A CN106284858A CN201510279444.8A CN201510279444A CN106284858A CN 106284858 A CN106284858 A CN 106284858A CN 201510279444 A CN201510279444 A CN 201510279444A CN 106284858 A CN106284858 A CN 106284858A
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- CN
- China
- Prior art keywords
- sloping roof
- pea gravel
- gravel concreten
- casting method
- storehouse bar
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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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Abstract
The present invention relates to Sloping roof concreting, particularly relate to the casting method of a kind of Sloping roof pea gravel concreten.A kind of Sloping roof pea gravel concreten ladder casting method, before pouring construction, arranges point storehouse bar of annular on Sloping roof around roof, after point storehouse bar intensity reaches requirement, top-down carries out pouring of Sloping roof pea gravel concreten.The present invention has been effectively ensured the flatness that pea gravel concreten pours, and can provide place for workmen.
Description
Technical field
The present invention relates to Sloping roof concreting, particularly relate to the casting method of a kind of Sloping roof pea gravel concreten.
Background technology
Along with the development of building construction, and the spreading out of urban architecture altering flat ground into slope project, the roofings of the most most buildings are inclined slope roof, and wherein Sloping roof pea gravel concreten quality in work progress becomes the key object that process is checked and accepted.It plays particularly important role in Sloping roof system, also plays a part to form a connecting link: waterproof roll to be protected under to, be related to the service life of waterproof roll in Roof system constructs;To above will be as the construction basic unit of tile roofing;The flatness control of Sloping roof pea gravel concreten protective layer is required at a relatively high by this.Area owing to the Sloping roof gradient is relatively big, concrete has the mobility of self, when pouring is big, and these problems are all to use traditional casting method insoluble.Additionally, during traditional method construction, the workmen on Sloping roof lacks place, there is potential safety hazard.
Summary of the invention
It is contemplated that overcome the drawbacks described above of prior art, it is provided that a kind of Sloping roof pea gravel concreten ladder casting method.The present invention has been effectively ensured the flatness that pea gravel concreten pours, and can provide place for workmen.
The present invention is achieved in that a kind of Sloping roof pea gravel concreten ladder casting method, before pouring construction, arranges point storehouse bar of annular on Sloping roof around roof, after point storehouse bar intensity reaches requirement, top-down carries out pouring of Sloping roof pea gravel concreten.
Described Sloping roof pea gravel concreten ladder casting method, the spacing of described point storehouse bar is:
The Sloping roof gradient less than 30 °, the spacing of every section point of storehouse bar is 0.9m;
The spacing of the Sloping roof gradient 30 ° ~ 45 ° every section point storehouse bar is 0.8m;
The Sloping roof gradient is 0.6m more than the spacing of 45 ° every section point storehouse bar.
The present invention uses staircase method to construct, a Sloping roof point storehouse bar is divided into several little roofing, when pea gravel concreten pours, construction quality is no longer influenced by pouring the impact of the factors such as area, the mobility of concrete self, the gradient, improve the construction quality of pea gravel concreten, be also greatly saved material and cost.Workman has had foothold when Sloping roof is constructed simultaneously, also improves the safety coefficient of roofing construction.The method of the present invention has the features such as execute-in-place is simple, the suitability is strong, material price is cheap;Can preferably protect lower floor's waterproof roll, improve the service life of coiled material;Sloping roof protective layer flatness is effectively controlled, and executes for upper strata tile roofing simultaneously and creates good execution conditions;From the point of view of relatively traditional method, save 0.8 machine-team, save 0.15 cubic metre of material for every cubic metre for every cubic metre.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of the present invention.
Detailed description of the invention
As it is shown in figure 1, the present invention is to utilize point storehouse bar 1 that big roofing 2 is divided into several little roofing on big roof-base, the spacing of every section point of storehouse bar is arranged according to Sloping roof gradient size, and the spacing of less than 30 ° every section point storehouse bar of the Sloping roof gradient is preferably 0.9m;The spacing of the Sloping roof gradient 30 ° ~ 45 ° every section point storehouse bar is preferably 0.8m;The Sloping roof gradient is preferably 0.6m more than the spacing of 45 ° every section point storehouse bar.After point storehouse bar intensity reaches requirement, it is possible to top-down carry out pouring of Sloping roof pea gravel concreten.
Claims (2)
1. a Sloping roof pea gravel concreten ladder casting method, it is characterised in that before pouring construction, arranges point storehouse bar of annular on Sloping roof around roof, after point storehouse bar intensity reaches requirement, top-down carries out pouring of Sloping roof pea gravel concreten.
Sloping roof pea gravel concreten ladder casting method the most according to claim 1, it is characterised in that the spacing of described point storehouse bar is:
The Sloping roof gradient less than 30 °, the spacing of every section point of storehouse bar is 0.9m;
The spacing of the Sloping roof gradient 30 ° ~ 45 ° every section point storehouse bar is 0.8m;
The Sloping roof gradient is 0.6m more than the spacing of 45 ° every section point storehouse bar.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201510279444.8A CN106284858A (en) | 2015-05-28 | 2015-05-28 | Sloping roof pea gravel concreten ladder casting method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201510279444.8A CN106284858A (en) | 2015-05-28 | 2015-05-28 | Sloping roof pea gravel concreten ladder casting method |
Publications (1)
Publication Number | Publication Date |
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CN106284858A true CN106284858A (en) | 2017-01-04 |
Family
ID=57635298
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201510279444.8A Pending CN106284858A (en) | 2015-05-28 | 2015-05-28 | Sloping roof pea gravel concreten ladder casting method |
Country Status (1)
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Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2171850A (en) * | 1938-11-25 | 1939-09-05 | Herbert W Hudson | Method of reconditioning shingled roofs |
CN201649459U (en) * | 2010-04-23 | 2010-11-24 | 王世杰 | Slope roof cast-in-place concrete structure |
CN202170600U (en) * | 2011-07-21 | 2012-03-21 | 中国建筑第二工程局有限公司 | Anti-segregation device for concrete pouring of large-angle sloping roof |
CN203782950U (en) * | 2014-02-11 | 2014-08-20 | 中国建筑第八工程局有限公司 | Sloping roof gradient structure |
-
2015
- 2015-05-28 CN CN201510279444.8A patent/CN106284858A/en active Pending
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2171850A (en) * | 1938-11-25 | 1939-09-05 | Herbert W Hudson | Method of reconditioning shingled roofs |
CN201649459U (en) * | 2010-04-23 | 2010-11-24 | 王世杰 | Slope roof cast-in-place concrete structure |
CN202170600U (en) * | 2011-07-21 | 2012-03-21 | 中国建筑第二工程局有限公司 | Anti-segregation device for concrete pouring of large-angle sloping roof |
CN203782950U (en) * | 2014-02-11 | 2014-08-20 | 中国建筑第八工程局有限公司 | Sloping roof gradient structure |
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SE01 | Entry into force of request for substantive examination | ||
RJ01 | Rejection of invention patent application after publication | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170104 |