CN103615075B - The continuous casting forming method of concrete sloping roof - Google Patents
The continuous casting forming method of concrete sloping roof Download PDFInfo
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- CN103615075B CN103615075B CN201310612775.XA CN201310612775A CN103615075B CN 103615075 B CN103615075 B CN 103615075B CN 201310612775 A CN201310612775 A CN 201310612775A CN 103615075 B CN103615075 B CN 103615075B
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- sloping roof
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Abstract
The present invention relates to a kind of continuous casting forming method of concrete sloping roof, (1) its forming method comprises the steps:, first installs Sloping roof plank sheathing and base plate on the framework having set up top bars and bottom layer of the reinforcing steel, split bolt is put in arrangement, split bolt lower end adopts flitch rib with to drawing steel plate to be packed on Sloping roof plank sheathing, and split bolt is perpendicular to Sloping roof plank sheathing；(2), lay L-type Reinforced hook in the upper end of split bolt；(3), hanging steel wire in L-type Reinforced hook pull-up, the fixing channel-section steel that can control roofing concrete thickness of top nut at split bolt, this channel-section steel and L-type Reinforced hook hold out against；(4), pour into a mould Sloping roof concrete continuously.The present invention mainly adopts common split bolt, wire gauze and location channel-section steel to be made with effect combination, simple to operate, reasonable in design, upwards can pour into a mould continuously below Sloping roof, avoid in concrete cast and pile up, uncompacted common fault, it is effectively increased efficiency of construction.
Description
Technical field
The invention belongs to Sloping roof forming field, especially a kind of continuous casting forming method of concrete sloping roof.
Background technology
In construction, especially garden architecture or recreational facilities building, in order to attractive in appearance and meet certain style characteristic, its roofing is often designed to Sloping roof, requires to adopt reinforced concrete cast-in-situ to make simultaneously.Owing to some roof inclined slope is too steep, concrete cast is just extremely difficult.Existing to have way be utilize artificial to be patted on Sloping roof by concrete, and this method is time-consuming, the Sloping roof leakiness of molding, of poor quality；Also having is exactly that with pump truck, concrete is carried out interrupted pour downwards from incline apex, and concrete so can be made to produce isolation, and wayward, scene is also required to many people and carries out coordinative construction, revises levelling in time, and also danger close of constructing.
Summary of the invention
It is an object of the invention to overcome the deficiencies in the prior art, a kind of continuous casting forming method of concrete sloping roof is provided, this forming method is simple to operate, reasonable in design, upwards can pour into a mould continuously below Sloping roof, avoid in concrete cast and pile up, uncompacted common fault, it is effectively increased efficiency of construction.
This invention address that its technical problem is achieved through the following technical solutions:
A kind of continuous casting forming method of concrete sloping roof, its forming method comprises the steps:
(1), first on the framework having set up top bars and bottom layer of the reinforcing steel, install Sloping roof plank sheathing and base plate, then split bolt is in a row arranged along gradient direction, split bolt lower end adopts flitch rib with to drawing steel plate to be packed on Sloping roof plank sheathing, and split bolt is perpendicular to Sloping roof plank sheathing；
(2), in the upper end of split bolt laying L-type Reinforced hook, a parallel-segment of L-type Reinforced hook is connected with split bolt spot welding, and the vertical section of L-type Reinforced hook is parallel with split bolt；
(3), hanging steel wire, the oblique placement of steel wire in L-type Reinforced hook pull-up, steel wire bottom and bottom layer of the reinforcing steel wiring fasten.The fixing channel-section steel that can control roofing concrete thickness of the last top nut at split bolt, this channel-section steel and L-type Reinforced hook hold out against；
(4), when pouring into a mould Sloping roof concrete, up dividing band to pour into a mould continuously, until roof molding, after concrete setting, carry out maintenance below roofing, concrete sloping roof is poured continuously.
And, the vertical section length of L-type Reinforced hook is identical with the top bars thickness of Sloping roof.
Advantages of the present invention and having the beneficial effect that
The continuous casting forming method of this concrete sloping roof mainly adopts common split bolt, wire gauze and location channel-section steel to be made with effect combination, simple to operate, reasonable in design, upwards can pour into a mould continuously below Sloping roof, avoid in concrete cast and pile up, uncompacted common fault, is effectively increased efficiency of construction.
Accompanying drawing explanation
Fig. 1 is for constructing Sloping roof schematic diagram by the present invention.
Detailed description of the invention
Below by specific embodiment, the invention will be further described, and following example are illustrative, is not determinate, it is impossible to limit protection scope of the present invention with this.
A kind of continuous casting forming method of concrete sloping roof, its forming method comprises the steps:
(1), on the framework having set up top bars 10 and bottom layer of the reinforcing steel 6, first install Sloping roof plank sheathing 7 and base plate 5, then split bolt 1 is in a row arranged along gradient direction, split bolt lower end adopts flitch rib 9 with to drawing steel plate 8 to be packed on Sloping roof plank sheathing, and split bolt is perpendicular to Sloping roof plank sheathing；
(2), in the upper end of split bolt laying L-type Reinforced hook 2, a parallel-segment of L-type Reinforced hook is connected with split bolt spot welding, and the vertical section of L-type Reinforced hook is parallel with split bolt, and the vertical section length of L-type Reinforced hook is identical with the top bars thickness of Sloping roof；
(3), hanging steel wire 4, the oblique placement of steel wire in L-type Reinforced hook pull-up, steel wire bottom and bottom layer of the reinforcing steel wiring fasten.The fixing channel-section steel 3 that can control roofing concrete thickness of the last top nut at split bolt, this channel-section steel and L-type Reinforced hook hold out against；The phenomenon play and prevent wire gauze displacement, coming off occurs；
(4), concrete is divided into some pouring belts along gradient direction by connecting bolt, do not produce accumulation with concrete when bandwidth is poured into a mould to be as the criterion, when pouring into a mould Sloping roof concrete, band is up divided to pour into a mould continuously below roofing, until roof molding, after concrete setting, carrying out maintenance, concrete sloping roof is poured continuously.In split bolt and wire gauze Transducers Embedded in Concrete, position the removable lower recycling of channel-section steel.
Claims (2)
1. the continuous casting forming method of concrete sloping roof, it is characterised in that: this forming method comprises the steps:
(1), first on the framework having set up top bars and bottom layer of the reinforcing steel, install Sloping roof plank sheathing and base plate, then split bolt is in a row arranged along gradient direction, split bolt lower end adopts flitch rib with to drawing steel plate to be packed on Sloping roof plank sheathing, and split bolt is perpendicular to Sloping roof plank sheathing；
(2), in the upper end of split bolt laying L-type Reinforced hook, a parallel-segment of L-type Reinforced hook is connected with split bolt spot welding, and the vertical section of L-type Reinforced hook is parallel with split bolt；
(3), hanging steel wire, the oblique placement of steel wire in L-type Reinforced hook pull-up, steel wire bottom and bottom layer of the reinforcing steel wiring fasten；The fixing channel-section steel that can control roofing concrete thickness of the last top nut at split bolt, this channel-section steel and L-type Reinforced hook hold out against；
(4), when pouring into a mould Sloping roof concrete, up dividing band to pour into a mould continuously, until roof molding, after concrete setting, carry out maintenance below roofing, concrete sloping roof is poured continuously.
2. the continuous casting forming method of concrete sloping roof according to claim 1, it is characterised in that: the vertical section length of described L-type Reinforced hook is identical with the top bars thickness of Sloping roof.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310612775.XA CN103615075B (en) | 2013-11-26 | 2013-11-26 | The continuous casting forming method of concrete sloping roof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201310612775.XA CN103615075B (en) | 2013-11-26 | 2013-11-26 | The continuous casting forming method of concrete sloping roof |
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| CN103615075A CN103615075A (en) | 2014-03-05 |
| CN103615075B true CN103615075B (en) | 2016-07-06 |
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| CN201310612775.XA Active CN103615075B (en) | 2013-11-26 | 2013-11-26 | The continuous casting forming method of concrete sloping roof |
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Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104018674B (en) * | 2014-06-10 | 2015-10-21 | 中机环建集团有限公司 | The concrete casting building technology of wide-angle pitched roof |
| CN106284875B (en) * | 2016-08-31 | 2019-05-03 | 中冶天工集团有限公司 | The concrete device for trapping and construction method of heavy grade roofing |
| CN110424640A (en) * | 2019-07-29 | 2019-11-08 | 北京崇建工程有限公司 | A kind of construction method of Sloping roof concrete structure |
| CN111155758A (en) * | 2020-02-25 | 2020-05-15 | 中国建筑第四工程局有限公司 | Tool type super-gradient inclined roof construction template and construction method |
| CN114108800A (en) * | 2021-12-09 | 2022-03-01 | 中国一冶集团有限公司 | Steel wire mesh framing cabin for cornice board concrete pouring and pouring construction method |
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| WO1990014476A1 (en) * | 1989-05-23 | 1990-11-29 | Nittedal Torvindustri A/S | Element for turfed roofs |
| JPH07300951A (en) * | 1994-09-30 | 1995-11-14 | Jiyoushin Kengiyou Kk | Method for constructing roof top of various building |
| CN1525028A (en) * | 2003-09-17 | 2004-09-01 | 李军掴 | Reinforced concrete roof laying technology and dedicated vacuum tube |
| CN201649459U (en) * | 2010-04-23 | 2010-11-24 | 王世杰 | Slope roof cast-in-place concrete structure |
| CN103046697A (en) * | 2013-01-23 | 2013-04-17 | 中国三冶集团有限公司第二建筑工程公司 | Construction method of 25-40-degree concrete pitched roofs |
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2013
- 2013-11-26 CN CN201310612775.XA patent/CN103615075B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1990014476A1 (en) * | 1989-05-23 | 1990-11-29 | Nittedal Torvindustri A/S | Element for turfed roofs |
| JPH07300951A (en) * | 1994-09-30 | 1995-11-14 | Jiyoushin Kengiyou Kk | Method for constructing roof top of various building |
| CN1525028A (en) * | 2003-09-17 | 2004-09-01 | 李军掴 | Reinforced concrete roof laying technology and dedicated vacuum tube |
| CN201649459U (en) * | 2010-04-23 | 2010-11-24 | 王世杰 | Slope roof cast-in-place concrete structure |
| CN103046697A (en) * | 2013-01-23 | 2013-04-17 | 中国三冶集团有限公司第二建筑工程公司 | Construction method of 25-40-degree concrete pitched roofs |
Non-Patent Citations (3)
| Title |
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| 1:1坡度的别墅斜屋面混凝土浇捣施工技术;何斌,耿波;《建筑施工》;20101231;第32卷(第12期);见正文第2页左栏第28-41行 * |
| 某住宅楼钢筋混凝土斜屋面施工技术;张进湘,刘一智;《陕西建筑》;20110930;见正文第1节、第3-4节、图2 * |
| 槽钢组合模板在护坡混凝土施工中的应用;岳国峰，姜卫强，王晓春;《黑龙江水专学报》;20030930;第30卷(第3期);见正文第1页左栏第14行-右栏第9行，图1 * |
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| CN103615075A (en) | 2014-03-05 |
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