CN102031868A - Building construction erecting formwork - Google Patents
Building construction erecting formwork Download PDFInfo
- Publication number
- CN102031868A CN102031868A CN2009101928350A CN200910192835A CN102031868A CN 102031868 A CN102031868 A CN 102031868A CN 2009101928350 A CN2009101928350 A CN 2009101928350A CN 200910192835 A CN200910192835 A CN 200910192835A CN 102031868 A CN102031868 A CN 102031868A
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- vertical rod
- cross bar
- adjustable
- shuttering
- support
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Abstract
The invention relates to a building construction erecting formwork which comprises a vertical rod, a cross rod, a top support and connecting shackles, wherein the cross rod and the vertical rod are connected through the connecting shackle to form the integral erecting formwork; the erecting formwork is provided with the adjustable top support on the top of the vertical rod, and the adjustable top support is fixed on the vertical rod through a spacing ring and becomes part of the vertical rod; the cross rod is divided into a fixed-length cross rod and an adjustable cross rod, the adjustable cross bar is connected with the vertical rod on the edge of the erecting formwork and the fixed-length cross rod through the connecting shackle to form the integral structure of the building construction erecting formwork. The erecting formwork has adjustable vertical rod interval and height so as to overcome the limitation of the area and the space of a construction site to the erecting formwork; moreover, shaped components can be used for assembly so as to achieve the purposes of increasing construction efficiency, reducing loss and saving construction cost.
Description
Technical field
The present invention relates to a kind of building operations beam slab and prop up mode structure, particularly a kind of building operations support for shuttering, the vertical rod of this support for shuttering is highly, spacing can be adjusted within the specific limits according to actual conditions, is the innovation to traditional bowl fastening type scaffold.
Background technology
Along with the quickening of modern city process, high buildings and large mansions in blocks are rised sheer from level ground, and the construction speed of engineering requires more and more tighter, and market competition is also more and more fierce.The support of template will be used the formwork scaffold in a large number in building operations, and therefore, the construction support for shuttering not only will satisfy security performance, construction precision requirement, and will possess characteristics convenient, fast, that save cost.Existing construction bracing frame mostly is the bowl fastening type scaffold, adopt fastener to be connected between its vertical rod and the cross bar, set up more convenient, use also more at the construction field (site), but the vertical rod of this scaffold and the length of cross bar are fixed dimension, be difficult to adapt to different construction areas and construction height requirement, particularly during the length ratio an odd lot of floor size and mould bases cross bar, setting up of edges of boards vertical rod is cumbersome, need be connected with vertical rod with the fastener of special processing, spend many times, reduced efficiency of construction, this in addition mode structure accessory loss is also bigger, is unfavorable for saving.
Summary of the invention
The invention provides a kind of building operations support for shuttering, it adopts adjustable jacking and adjustable cross bar, the vertical pole ' s span and the vertical rod of support for shuttering highly all can be regulated, adapting to the requirement of different construction areas and construction height, thereby reach the purpose that improves efficiency of construction, reduces loss and save construction cost.
The technical solution used in the present invention:
A kind of building operations support for shuttering, comprise vertical rod, cross bar, jacking, junction button, wherein cross bar and vertical rod are connected to form support for shuttering by junction button, it is characterized in that at the vertical rod top adjustable jacking being set, and adjustable jacking is fixed in the vertical rod by spacing ring and becomes the part of vertical rod; Cross bar is divided into fixed length cross bar and adjustable cross bar two parts, and adjustable cross bar is arranged between two vertical rods of horizontally-arranged of support for shuttering edge element, and adjustable cross bar is connected with the vertical rod and the adjacent fixed length cross bar of support for shuttering edge element by junction button, constitutes the support for shuttering overall structure.
Described adjustable jacking comprises base body, holder head, backing plate, locating ring and spacing ring, spacing ring is fixed on the vertical rod top, the holder head is fixed on the base body top, backing plate is fixed on the base body bottom, be provided with internal thread on locating ring, be provided with external screw thread on base body, the internal thread on the locating ring is corresponding with the external screw thread on the base body, by screwing of internal and external threads, regulate the height of adjustable jacking in vertical rod.
Described adjustable cross bar comprises the body of rod, bar core, connector, connector is welded on the top of the body of rod, is provided with external screw thread on the bar core, is provided with internal thread on connector, external screw thread and the corresponding cooperation of internal thread on the connector, the length that can regulate adjustable cross bar on the bar core.
Greater than the internal diameter of spacing ring, this can stretch in the pole steel tube base body of adjustable jacking and can not deviate from outside the pole steel tube external diameter of described backing plate less than the internal diameter of pole steel tube.
Described vertical rod and cross bar are round steel pipe and make.
Beneficial effect of the present invention: construction support for shuttering of the present invention is compared with traditional bowl fastening type scaffold, adjustable jacking and adjustable cross bar have been adopted, thereby make the adjustable height of whole construction frame, width-adjustable, to adapt to the requirement of different construction height and width, thereby overcome the restriction of space, job site and area, thereby reached the raising efficiency of construction, the purpose that reduces loss and save cost support for shuttering.This support for shuttering can adopt the regularization member to assemble simultaneously, and is very convenient, quick.
Description of drawings
Fig. 1 is a structural representation of the present invention;
Fig. 2 is the adjustable jacking configuration diagram of the present invention (cut-away view);
Fig. 3 is the adjustable cross bar diagram of the present invention.
The specific embodiment
The contrast accompanying drawing specifies its structure.
In Fig. 1, support for shuttering couples together structure support for shuttering overall structure by junction button 5 with vertical rod and cross bar.Adjustable jacking 1 is contained in the top of vertical rod 2 and becomes the part of vertical rod, thereby can regulate the height of vertical rod, cross bar is divided into fixed length cross bar 3 and adjustable cross bar 4 two parts, distance is regulated by adjustable cross bar between two vertical rods of support for shuttering edge element, the size of adjustable side unit, that is regulate the support for shuttering lateral dimension, to adapt to different construction width.
In Fig. 2, spacing ring 9 is fixed on vertical rod 2 tops, the holder of adjustable jacking 6 is fixed on base body 7 tops, backing plate 10 is fixed on the bottom of base body, by externally threaded cooperation the on internal thread on the locating ring 8 and the base body 7, regulate the lifting of adjustable jacking in vertical rod, the length of promptly regulating vertical rod, thereby regulate the height of whole support for shuttering, to adapt to the needs of differing heights construction site.The external diameter of the backing plate 10 of base body bottom less than the internal diameter of pole steel tube greater than the internal diameter of spacing ring, like this, the base body of adjustable jacking can be inserted in the pole steel tube, and when jacking rotates up elongation by locating ring, the backing plate of base body bottom can be stuck in again on the spacing ring and unlikely the coming off of jacking dropped out outside the pole steel tube, has guaranteed the safety in the jacking lifting process.
In Fig. 3, the connector 12 that is provided with internal thread is welded on the body of rod 11 top ends, external screw thread on the bar core 13 and the corresponding cooperation of the internal thread on the connector, the length that operation release handle 14 can be regulated cross bar 4, thereby can regulate support for shuttering edge element width, make the support for shuttering size adapt to the requirement of construction plant, accelerate the speed of formwork assembling, thereby improve efficiency of construction.
Claims (5)
1. building operations support for shuttering, comprise vertical rod, cross bar, jacking, junction button, wherein cross bar and vertical rod are connected and fixed by junction button and constitute support for shuttering integral body, it is characterized in that at the top of vertical rod (2) adjustable jacking (1) being set, adjustable jacking is fixed in the vertical rod by spacing ring (9) and becomes the part of vertical rod; Cross bar is divided into fixed length cross bar (3) and adjustable cross bar (4) two parts, adjustable cross bar is connected between two vertical rods of support for shuttering edge element horizontally-arranged, adjustable cross bar is connected with vertical rod and fixed length cross bar on the support for shuttering edge element by junction button (5), constitutes the support for shuttering overall structure.
2. building operations support for shuttering according to claim 1, it is characterized in that adjustable jacking (1) comprises base body, holder head, backing plate, locating ring and spacing ring, spacing ring (9) is fixed on vertical rod (2) top, holder head (6) is fixed on base body (7) top, backing plate (10) is fixed on the bottom of base body, is provided with internal thread on locating ring (8), and the internal thread on the locating ring is corresponding with the external screw thread on the base body, by screwing of internal and external threads, regulate the height of adjustable jacking in vertical rod.
3. building operations support for shuttering according to claim 1, it is characterized in that adjustable cross bar (4) comprises the body of rod, bar core, connector, connector (12) is welded on the body of rod (11) top, on bar core (13), be provided with external screw thread, on connector, be provided with internal thread, external screw thread on the bar core is corresponding with the internal thread on the connector, by screwing of internal and external threads, the bar core is connected in the body of rod of adjustable cross bar.
4. building operations support for shuttering according to claim 1 is characterized in that the internal diameter of the external diameter of backing plate (10) less than pole steel tube, greater than the internal diameter of spacing ring.
5. building operations support for shuttering according to claim 1 is characterized in that vertical rod and cross bar are round steel pipe and make.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009101928350A CN102031868A (en) | 2009-09-29 | 2009-09-29 | Building construction erecting formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009101928350A CN102031868A (en) | 2009-09-29 | 2009-09-29 | Building construction erecting formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102031868A true CN102031868A (en) | 2011-04-27 |
Family
ID=43885263
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009101928350A Pending CN102031868A (en) | 2009-09-29 | 2009-09-29 | Building construction erecting formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102031868A (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102691411A (en) * | 2012-06-21 | 2012-09-26 | 中国建筑第五工程局有限公司 | Beam plate post-cast strip template support system and construction method thereof |
| CN104662239A (en) * | 2012-08-02 | 2015-05-27 | 福姆700私人有限公司 | Formwork support element |
| CN105442868A (en) * | 2015-12-18 | 2016-03-30 | 孝感华越机电科技有限公司 | Adjustable steel-structure reticulated shell spliced scaffold |
| CN108729688A (en) * | 2018-06-26 | 2018-11-02 | 徐晓胜 | A kind of construction adjustable steel support system and installation and application |
| CN109853936A (en) * | 2019-03-19 | 2019-06-07 | 中铁五局集团贵州工程有限公司 | It is a kind of for reinforcing the device of jacking |
| CN109914255A (en) * | 2017-12-11 | 2019-06-21 | 充烜金 | Construction roof beam structure device |
| CN110056184A (en) * | 2019-03-26 | 2019-07-26 | 中国五冶集团有限公司 | A kind of adjustable support for shuttering mounting device |
| CN110805273A (en) * | 2019-11-21 | 2020-02-18 | 深圳市东深工程有限公司 | Supporting member of concrete frame shear structure and mounting method |
| CN114016413A (en) * | 2021-11-04 | 2022-02-08 | 中交二航局第四工程有限公司安徽混凝土装配化构件分公司 | Rapid formwork dismounting device and process for bridge deck wet joint |
-
2009
- 2009-09-29 CN CN2009101928350A patent/CN102031868A/en active Pending
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102691411A (en) * | 2012-06-21 | 2012-09-26 | 中国建筑第五工程局有限公司 | Beam plate post-cast strip template support system and construction method thereof |
| CN104662239A (en) * | 2012-08-02 | 2015-05-27 | 福姆700私人有限公司 | Formwork support element |
| CN105442868A (en) * | 2015-12-18 | 2016-03-30 | 孝感华越机电科技有限公司 | Adjustable steel-structure reticulated shell spliced scaffold |
| CN109914255A (en) * | 2017-12-11 | 2019-06-21 | 充烜金 | Construction roof beam structure device |
| CN108729688A (en) * | 2018-06-26 | 2018-11-02 | 徐晓胜 | A kind of construction adjustable steel support system and installation and application |
| CN109853936A (en) * | 2019-03-19 | 2019-06-07 | 中铁五局集团贵州工程有限公司 | It is a kind of for reinforcing the device of jacking |
| CN109853936B (en) * | 2019-03-19 | 2023-12-19 | 中铁五局集团贵州工程有限公司 | Device for reinforcing jacking |
| CN110056184A (en) * | 2019-03-26 | 2019-07-26 | 中国五冶集团有限公司 | A kind of adjustable support for shuttering mounting device |
| CN110056184B (en) * | 2019-03-26 | 2023-12-26 | 中国五冶集团有限公司 | Adjustable formwork support installation device |
| CN110805273A (en) * | 2019-11-21 | 2020-02-18 | 深圳市东深工程有限公司 | Supporting member of concrete frame shear structure and mounting method |
| CN114016413A (en) * | 2021-11-04 | 2022-02-08 | 中交二航局第四工程有限公司安徽混凝土装配化构件分公司 | Rapid formwork dismounting device and process for bridge deck wet joint |
| CN114016413B (en) * | 2021-11-04 | 2024-01-26 | 中交二航局第四工程有限公司安徽混凝土装配化构件分公司 | Quick assembly and disassembly template device and process for wet joints of bridge deck |
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| Date | Code | Title | Description |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20110427 |