CN202644976U - Slope roof double-side formwork support structure - Google Patents
Slope roof double-side formwork support structure Download PDFInfo
- Publication number
- CN202644976U CN202644976U CN 201120577513 CN201120577513U CN202644976U CN 202644976 U CN202644976 U CN 202644976U CN 201120577513 CN201120577513 CN 201120577513 CN 201120577513 U CN201120577513 U CN 201120577513U CN 202644976 U CN202644976 U CN 202644976U
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- match plate
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- pitched roof
- braced structures
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Abstract
The utility model discloses a slope roof double-side formwork support structure, which comprises a support frame and a double-side formwork. The support frame uses a steel pipe fastener as a support system and comprises a plurality of vertical rods and horizontal rods, wherein the vertical rods and the horizontal rods are vertically arranged, the distance of the vertical rods is 1000mm, a bottom horizontal tube is arranged 150 mm from the ground in height, the step pitch of the horizontal rods is 600mm and the horizontal rods are arranged longitudinally and transversely. According to the slope roof double-side formwork support structure, the construction quality control is facilitated, and the operation is convenient during casting process; quality problems of rib exposing, honeycombs, pitted surfaces and cracks and the like of a formwork bottom are solved, so that roof anti-permeability and water proof effects are apparent, and obvious technical-economic effects are provided; the work efficiency of concrete casting is improved, losses caused by sliding of the concrete are reduced obviously, hidden dangers of rib exposure, stone exposure, holes, honeycombs, pitted surfaces and cracks and the like are reduced obviously by checking molded concrete after removing formworks when roof construction is completed, and the molding quality of the concrete is guaranteed.
Description
Technical field
The utility model relates to a kind of cast-in-place concrete structure structure of transvers plate, especially relates to a kind of pitched roof match plate braced structures, belongs to building field.
Background technology
The demand of selecting for satisfying the architectural image variation, body presents many new and original, larger sloping roof structures various, that curvilinear motion is various that appear in architectural design in recent years, with the three-dimensional style of outstanding building westization.Because the large precipitous constructional difficulties that causes of pitched roof, conventional single side formwork technique is difficult to prove effective, and easily causes concrete slump, base plate to leak the quality problems such as muscle, hole, honeycomb, pitted skin, crack.
The utility model content
Deficiency for the prior art existence, technical problem to be solved in the utility model is, a kind of pitched roof match plate braced structures is provided, easy to operate, solved the appearance of revealing the quality problems such as muscle, honeycomb, pitted skin, crack at the bottom of the plate, thereby the aspect action effects such as, waterproof impervious at roofing are remarkable, have obvious techno-economic effect.
For solving the problems of the technologies described above, the technical scheme that the utility model is taked is, a kind of pitched roof match plate braced structures, and it comprises bracing frame and match plate; Support frame as described above adopts steel tube fastener as support system, comprises some vertical rods and horizon bar, and vertical rod is vertical with horizon bar to be arranged, vertical pole ' s span 1000mm, overhead 150mm highly arranges the bar of sweeping the floor, and the step pitch of horizon bar is 600mm, to setting, be provided with bridging along long to every row's vertical rod in length and breadth; Described vertical rod top is established adjustable jack and is adjusted to design elevation, and placement to steel pipe, is vertically placed secondary joist as the level of template main joist on the adjustable jack on the steel pipe, spreads the delta wood offset plate above the secondary joist;
Described match plate comprises upper former and lower template, lays respectively at the bottom of roof panel top and the plate, fixes spacing 400mm between upper former and the lower template by the split bolt of φ 14; Described match plate every 1m the direction of parallel ridge divide 200mm wide build band; Described upper former adopts steel bar horse-shaped bench location fixedly reinforcing bar and upper former, and spacing is 1000mm; Some vertical secondary joists and horizontal main joist evenly are set on the described match plate.
Optimize, above-mentioned pitched roof match plate braced structures, the free end height of its vertical rod distance from top template is less than or equal to 300mm.
Optimize, above-mentioned pitched roof match plate braced structures, its steel pipe adopts the specification of ф 48mm and wall thickness 3.5mm.
Optimize, above-mentioned pitched roof match plate braced structures, it is at distance lower template 500mm place, one cross bar of parallel templates setting, vertically one vertical rod of bed die setting.
Optimize, above-mentioned pitched roof match plate braced structures, its secondary joist is the flitch of 40 * 80mm 200mm.
Optimize, above-mentioned pitched roof match plate braced structures, its match plate adopts the thick delta wood offset plate of 12mm, and every size 1.22m * 2.44m is combined into integral mold plate.
Optimize, above-mentioned pitched roof match plate braced structures, its vertical secondary joist is the flitch of 50mm * 100mm@200mm, and laterally main joist is the two steel pipes of some groups of φ 48mm, and laterally main joist is fixed by butterfly card and nut.
The utility model is compared with traditional single side formwork, in casting process, be beneficial to the control construction quality, easy to operate, solved the appearance of revealing the quality problems such as muscle, honeycomb, pitted skin, crack at the bottom of the plate, thereby the aspect action effects such as, waterproof impervious at roofing are remarkable, have obvious techno-economic effect; Improved the disturbing concrete work efficiency, obviously reduce the loss that concrete causes because of landing, after the complete form removal of roofing construction, check in type, revealing the hidden danger such as muscle, dew stone, hole, honeycomb, pitted skin, crack obviously reduces, guaranteed the concrete formation quality, avoided in the past repairing delay duration and the economic loss thereof that causes because structure oozes, leaks to do over again.
Description of drawings
Below in conjunction with accompanying drawing and embodiment the utility model is further described;
Fig. 1 is structural representation of the present utility model;
Fig. 2 is lateral view of the present utility model;
Fig. 3 is the structural representation of upper former of the present utility model.
The specific embodiment
Such as Fig. 1, Fig. 2 and shown in Figure 3, the utility model is a kind of pitched roof match plate braced structures, and it comprises bracing frame I and match plate II; Support frame as described above I adopts steel tube fastener as support system, comprise some vertical rods 1 and horizon bar 2, vertical rod 1 and horizon bar 2 vertical settings, vertical rod 1 spacing 1000mm, overhead 150mm highly arranges the bar 3 of sweeping the floor, the step pitch of horizon bar 2 is 600mm, in length and breadth to setting, is being provided with bridging 4 along long to every row's vertical rod 1; Described vertical rod 1 top is established adjustable jack 5 and is adjusted to design elevation, and placement to steel pipe 6, is vertically placed secondary joist 7 as the level of template main joist on the adjustable jack 5 on the steel pipe 6, spreads the delta wood offset plates above the secondary joist 7; Described match plate II comprises upper former 8 and lower template 9, lays respectively at the bottom of roof panel top and the plate, and the split bolt 10 by φ 14 between upper former 8 and the lower template 9 is fixing, spacing 400mm; Described match plate II every 1m the direction of parallel ridge divide 200mm wide build band; Described upper former 8 adopts steel bar horse-shaped bench location fixedly reinforcing bar and upper former, and spacing is 1000mm; Some vertical secondary joists 11 and horizontal main joist 12 evenly are set on the described match plate II.The free end height of vertical rod 1 distance from top template is less than or equal to 300mm.Steel pipe 6 adopts the specification of ф 48mm and wall thickness 3.5mm.For guaranteeing the stability of pitched roof template, at distance lower template 500mm place, one cross bar of parallel templates setting, vertical one vertical rod of bed die setting.Secondary joist 7 is the flitch of 40 * 80mm@200mm.Match plate II adopts the thick delta wood offset plate of 12mm, and every size 1.22m * 2.44m is combined into integral mold plate.Vertical secondary joist 11 is the flitch of 50mm * 100mm@200mm, and laterally main joist 12 is the two steel pipes of some groups of φ 48mm, and laterally main joist 12 is fixed by butterfly card and nut, adds sealing piece at split bolt, with the welding of 3mm steel plate.Split bolt together is cast within the walls with concrete, no longer takes out, and after the roofing form removable, with the rubber cup taking-up of split bolt root, split bolt is fallen in the end cut of exposing the concrete face, uses the waterproofing mortar shutoff tight again.
The practice of the utility model incorporation engineering, research has formed a kind of pitched roof match plate braced structures, guaranteed the construction quality of heavy grade roofing, in casting process, be beneficial to the control construction quality, easy to operate, solved the appearance of revealing the quality problems such as muscle, honeycomb, pitted skin, crack at the bottom of the plate, thereby the aspect action effects such as, waterproof impervious at roofing are remarkable, have obvious techno-economic effect; Improved the disturbing concrete work efficiency, obviously reduce the loss that concrete causes because of landing, after the complete form removal of roofing construction, check in type, revealing the hidden danger such as muscle, dew stone, hole, honeycomb, pitted skin, crack obviously reduces, guaranteed the concrete formation quality, avoided in the past repairing delay duration and the economic loss thereof that causes because structure oozes, leaks to do over again.
Certainly, above-mentioned explanation is not to be to restriction of the present utility model, and the utility model also is not limited to above-mentioned giving an example; those skilled in the art; in essential scope of the present utility model, the variation of making, remodeling, interpolation or replacement all should belong to protection domain of the present utility model.
Claims (7)
1. a pitched roof match plate braced structures is characterized in that: comprise bracing frame and match plate; Support frame as described above adopts steel tube fastener as support system, comprises some vertical rods and horizon bar, and vertical rod is vertical with horizon bar to be arranged, vertical pole ' s span 1000mm, overhead 150mm highly arranges the bar of sweeping the floor, and the step pitch of horizon bar is 600mm, to setting, be provided with bridging along long to every row's vertical rod in length and breadth; Described vertical rod top is established adjustable jack and is adjusted to design elevation, and placement to steel pipe, is vertically placed secondary joist as the level of template main joist on the adjustable jack on the steel pipe, spreads the delta wood offset plate above the secondary joist;
Described match plate comprises upper former and lower template, lays respectively at the bottom of roof panel top and the plate, fixes spacing 400mm between upper former and the lower template by the split bolt of φ 14; Described match plate every 1m the direction of parallel ridge divide 200mm wide build band; Described upper former adopts steel bar horse-shaped bench location fixedly reinforcing bar and upper former, and spacing is 1000mm; Some vertical secondary joists and horizontal main joist evenly are set on the described match plate.
2. pitched roof match plate braced structures as claimed in claim 1, it is characterized in that: the free end height of described vertical rod distance from top template is less than or equal to 300mm.
3. pitched roof match plate braced structures as claimed in claim 2 is characterized in that: the specification of described steel pipe employing ф 48mm and wall thickness 3.5mm.
4. pitched roof match plate braced structures as claimed in claim 3 is characterized in that: described apart from lower template 500mm place, and one cross bar of parallel templates setting, vertical one vertical rod of bed die setting.
5. pitched roof match plate braced structures as claimed in claim 4, it is characterized in that: described secondary joist is the flitch of 40 * 80mm@200mm.
6. pitched roof match plate braced structures as claimed in claim 5 is characterized in that: described match plate adopts the thick delta wood offset plate of 12mm, and every size 1.22m * 2.44m is combined into integral mold plate.
7. pitched roof match plate braced structures as claimed in claim 6, it is characterized in that: described vertical secondary joist is the flitch of 50mm * 100mm@200mm, and laterally main joist is the two steel pipes of some groups of φ 48mm, and laterally main joist is fixed by butterfly card and nut.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120577513 CN202644976U (en) | 2011-12-31 | 2011-12-31 | Slope roof double-side formwork support structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120577513 CN202644976U (en) | 2011-12-31 | 2011-12-31 | Slope roof double-side formwork support structure |
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| Publication Number | Publication Date |
|---|---|
| CN202644976U true CN202644976U (en) | 2013-01-02 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201120577513 Expired - Fee Related CN202644976U (en) | 2011-12-31 | 2011-12-31 | Slope roof double-side formwork support structure |
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| CN (1) | CN202644976U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN104018674A (en) * | 2014-06-10 | 2014-09-03 | 中机环建集团有限公司 | Concrete pouring process for large-angel sloping roof |
| CN104763143A (en) * | 2015-04-08 | 2015-07-08 | 中国建筑土木建设有限公司 | Pitched roof template system |
| CN106150082A (en) * | 2016-08-18 | 2016-11-23 | 上海二十冶建设有限公司 | Formwork erection structure and erection method for pitched roof ridge cast-in-place structural |
| CN106223604A (en) * | 2016-08-31 | 2016-12-14 | 中冶天工集团有限公司 | The shuttering supporting adjusting means of 45 ° of pitched roof concrete |
| CN110017020A (en) * | 2019-04-22 | 2019-07-16 | 上海建工一建集团有限公司 | High building concrete structure point roof template system and construction method |
-
2011
- 2011-12-31 CN CN 201120577513 patent/CN202644976U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN104018674A (en) * | 2014-06-10 | 2014-09-03 | 中机环建集团有限公司 | Concrete pouring process for large-angel sloping roof |
| 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 |
| CN104763143A (en) * | 2015-04-08 | 2015-07-08 | 中国建筑土木建设有限公司 | Pitched roof template system |
| CN106150082A (en) * | 2016-08-18 | 2016-11-23 | 上海二十冶建设有限公司 | Formwork erection structure and erection method for pitched roof ridge cast-in-place structural |
| CN106150082B (en) * | 2016-08-18 | 2018-09-18 | 上海二十冶建设有限公司 | Formwork erection structure and erection method for pitched roof ridge cast-in-place structural |
| CN106223604A (en) * | 2016-08-31 | 2016-12-14 | 中冶天工集团有限公司 | The shuttering supporting adjusting means of 45 ° of pitched roof concrete |
| CN110017020A (en) * | 2019-04-22 | 2019-07-16 | 上海建工一建集团有限公司 | High building concrete structure point roof template system and construction method |
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| 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: 20130102 Termination date: 20151231 |
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| EXPY | Termination of patent right or utility model |