CN101781930A - Template system - Google Patents
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- CN101781930A CN101781930A CN200910300218A CN200910300218A CN101781930A CN 101781930 A CN101781930 A CN 101781930A CN 200910300218 A CN200910300218 A CN 200910300218A CN 200910300218 A CN200910300218 A CN 200910300218A CN 101781930 A CN101781930 A CN 101781930A
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- scaffold
- template system
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- support bar
- threaded adjusting
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Abstract
The invention relates to the building field, and discloses a template system, which comprises scaffolds and supporting wood beams, and also comprises a U-shaped bracket beam and a thread-adjusting supporting rod, wherein the U-shaped bracket is arranged on the scaffolds, the U-shaped bracket is provided with a screw hole, a screw rod of the thread-adjusting supporting rod is screwed into the screw hole of the U-shaped bracket beam, a screw cap of the thread-adjusting supporting rod is pushed against the supporting wood beams, and the supporting wood beams are pushed against the beams. The template system has the advantages that the installation and the disassembling are rapid, the adjustment is convenient, other structures, the time and daily-increased labor expense can be saved because no independent scaffold and adjusting supporting rod are required. The template system is economical and high-efficiency.
Description
Technical field
The present invention relates to building field, is a kind of template system specifically.
Background technology
Realize utilizing resource expeditiously in the Life cycle of building, minimally influences environment, has become the leading trend of current building.In recent years, China's asd number and construction speed all belong to unprecedented on the world architecture development history.In architecture construction and use, need to consume a large amount of natural resources, increase carrying capacity of environment simultaneously, and the critical shortage of the China facing energy and resource, and the severe exacerbation of ecological environment, on the resource regeneration rate also far below developed country.Therefore, press for form work engineering efficiently is incorporated into building field.
Construction formwork is concentrated as a kind of constructional materials and is used for the building operations stage.The building structure of China is based on cast-in-place concrete structure.In the cast-in-place concrete structure engineering construction, construction formwork (the comprising support) important tool that is absolutely necessary.Form work engineering generally accounts for more than 30% of concrete structure engineering cost, accounts for 35% of the Structural Engineering amount of labour used, accounts for the duration about 55%.The selection of form work engineering decision job practices and construction machinery, so we are that the type of the U efficiently beam adjustable formwork bracing reinforcement system that matches is designed in the Chinese patent plug in tray scaffolding structure unit of ZL01248636.1 in conjunction with the patent No..
Domesticly form by fastener and steel pipe scaffold template system basically, this system's flexible and convenient, but need great amount of manpower to assemble at the scene, standardization is low, poor reliability, efficient are minimum.Normally form support, crossbeam, curb girder and support faller system by steel pipe and fastener, precision and adjustability are extremely low, efficient is low, cost is high.Adopt the split bolt system even, and make integral body complicated more.
External template system is normally:
A. support and crossbeam are formed big width base plate, and be on this base plate, manual again with flitch making curb girder and braced structures.The template of curb girder faller and plate is by independent in addition bracing frame carrying.Do not form whole economic structure rationally between the bracing frame, the waste resource, cost is higher.
B. on the basis of a, curb girder and faller are made standard component and can regulate, universal performance is improved, but independent separately, complex operation, cost is higher, does not form overall structure.
Summary of the invention
For solving the problems of the technologies described above, the invention provides a kind of template system, concrete scheme is:
A kind of template system, comprise scaffold, support flitch, also comprise U type rack beams, threaded adjusting support bar, described U type support is arranged on the scaffold, described U type support is provided with screw, the screw rod of described threaded adjusting support bar is rotatably connected in the bar hole of U type rack beams, and the jacking of described threaded adjusting support bar and support flitch butt support flitch and beam butt;
It is the disclosed scaffold of Chinese patent application of ZL01248636.1 that described scaffold adopts the inventor's the patent No.;
Described U type support and scaffold adopt bar structure altogether, are that the disclosed scaffold of Chinese patent application of ZL01248636.1 combines fully with the U type support and the patent No., make beam, scaffold formation overall structure, each rod member power transmission is clear and definite, good stability, the supporting capacity height, safe and reliable.
For easy to operate, to raise the efficiency, described threaded adjusting support bar is provided with spanner, and described spanner is used for locking screw and regulates support bar and U type rack beams;
For obtaining better technique effect, described threaded adjusting support bar quantity is 6, is separately positioned on left and right, the downside that support flitch, 2 of every sides;
The present invention is that advantage is: having installation and removal are quick, easy to adjust, scaffold that need not be independent has been saved other with the characteristics of adjusting supporting rod structure, time and growing labour cost, is a kind of economy, beam-slab template system efficiently.
Adopting the patent No. is the disclosed scaffold of Chinese patent application of ZL01248636.1, the structure of a U type is set in the above, on three directions, adopt the threaded adjusting support bar, only needs adopt the U type beam of two sizes promptly can satisfy the requirement of all size beam forms, this beam-slab system is applicable to all fine strain of millet plate buildings, and beam-slab template adopts self-contained whole mode of tearing open.Enough supporting capacitys, rigidity and stability are arranged, bear gravity, lateral pressure and other construction load of fluid concrete reliably, guarantee the geomery and the position at each position of beam.About each serial U type beam substance 30kg, single can the installation.Since installing/dismounting fast, adjustment anyization of the standardization of template, U type support make with the overall structure static determinacyization of support system whole system more rationally, optimization, the saving steel energy more than 80%, safety, supporting capacity improves greatly.
Description of drawings
Fig. 1 is a structural representation of the present invention;
Fig. 2 is a threaded adjusting support bar schematic diagram;
Fig. 3 is that the present invention and scaffold are total to the bar structural representation.
The specific embodiment
Below in conjunction with accompanying drawing, further specify the present invention, as Fig. 1, shown in Figure 3, system of the present invention comprises scaffold 1, supports flitch 4,5, also comprises U type rack beams 2, threaded adjusting support bar 3, and described U type rack beams 2 is arranged on the scaffold 1, U type rack beams 2 is provided with screw, the screw rod 302 of described threaded adjusting support bar 3 inserts in the hole of U type rack beams 2 bars, and the jacking 301 of described threaded adjusting support bar 3 and support flitch 4,5 butts support flitch 4,5 and beam 6 butts; For easy to operate, to raise the efficiency, described threaded adjusting support bar 3 is provided with spanner 303, and described spanner 303 is used for locking screw and regulates support bar 3 and U type rack beams 2.
Figure 2 shows that it is the schematic diagram of the disclosed scaffold of Chinese patent application of ZL01248636.1 that described scaffold adopts the inventor's the patent No., described U type rack beams 2 adopts bar structure altogether with scaffold 1, the bar 0 that is U type rack beams 2 and scaffold 1 connecting place is for shared, thereby with the U type rack beams 2 and the patent No. is that the disclosed scaffold 1 of Chinese patent application of ZL01248636.1 combines fully, make beam, scaffold form overall structure, each rod member power transmission is clear and definite, good stability, the supporting capacity height, safe and reliable.
For obtaining better technique effect, described threaded adjusting support bar quantity is 6, is separately positioned on left and right, the downside that support flitch, 2 of every sides.
These characteristics of the present invention are exactly to be that the disclosed scaffold of Chinese patent application of ZL01248636.1 combines fully with template and the patent No., beam slab is connected on the scaffold upright rod by structure disclosed in this invention, form according to this overall structure, each rod member power transmission is clear and definite, good stability, the bearing capacity height, safe and reliable. Particularly fast installation and removal, easy to adjust, scaffold that need not be independent have been saved other structure, time and growing labour cost with adjusting supporting rod. We are according to the scaffold template system of steel tube fastener and use Master Cost and the labour cost of bowl fastening type scaffold template system have been made mountain shuttering system cost accounting for reference in the market, beam and plate support systems high take 2.8-3.5 rice, 100 square metres are example, if use one month, have enough to meet the need 1 time, 2 times, 3 times, 4 times, 5 times, the cost of use of mountain shuttering system just reach steel tube fastener the scaffold template system 70.93%, 59.34%, 53.27%, 49.53%, 47.01%; Reach 71.78%, 64.30%, 59.95%, 57.10%, 55.10% of bowl fastening type scaffold template system. The scaffold that uses and the weight of template are other two kinds 46.33%, 52.69%, have saved 88.5%, 87.85% steel, particularly fast installation and removal and have saved 66.12%, 56.52% manpower.
Claims (6)
1. template system, comprise scaffold, support flitch, it is characterized in that: also comprise U type rack beams, threaded adjusting support bar, described U type support is arranged on the scaffold, described U type support is provided with screw, the screw rod of described threaded adjusting support bar is rotatably connected in the screw of U type rack beams, and the nut of described threaded adjusting support bar and support flitch butt support flitch and beam butt.
2. template system according to claim 1 is characterized in that: it is the disclosed scaffold of Chinese patent application of ZL01248636.1 that described scaffold adopts the patent No..
3. template system according to claim 2 is characterized in that: described U type support and scaffold adopt bar structure altogether.
4. template system according to claim 3 is characterized in that: described threaded adjusting support bar is provided with spanner, and described spanner is used for locking screw and regulates support bar and U type rack beams.
5. according to claim 4 template system, it is characterized in that: described threaded adjusting support bar quantity is 6, is separately positioned on left and right, the downside that support flitch, 2 of every sides.
6. according to the described arbitrary template system of claim 1～5, it is characterized in that: described support flitch work plane flatness error is less than 1.5 millimeters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200910300218A CN101781930A (en) | 2009-01-16 | 2009-01-16 | Template system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200910300218A CN101781930A (en) | 2009-01-16 | 2009-01-16 | Template system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101781930A true CN101781930A (en) | 2010-07-21 |
Family
ID=42522076
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200910300218A Pending CN101781930A (en) | 2009-01-16 | 2009-01-16 | Template system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101781930A (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102162299A (en) * | 2011-02-23 | 2011-08-24 | 开平市优赢金属制品有限公司 | Width-and-height-adjustable quick-release top-support prefabricated mould device for buildings |
| CN102359269A (en) * | 2011-09-30 | 2012-02-22 | 福建工程学院 | Support structure of cast-in-place concrete beam template |
| CN104234416A (en) * | 2013-06-05 | 2014-12-24 | 株式会社巨山系统 | Column support structure disposed on support system |
| CN105178625A (en) * | 2015-06-05 | 2015-12-23 | 中国十七冶集团有限公司 | Beam-slab supporting set |
| CN106223469A (en) * | 2016-07-20 | 2016-12-14 | 中冶天工集团有限公司 | Tube structure roof boarding construction method and hang modular system |
| CN106437145A (en) * | 2016-09-18 | 2017-02-22 | 江苏南通三建集团股份有限公司 | Beam side form strengthening system with no tie bolts |
| CN108442728A (en) * | 2018-03-19 | 2018-08-24 | 中国五冶集团有限公司 | Construction elevator basement roof local stiffening structures and methods |
| CN112096061A (en) * | 2020-07-23 | 2020-12-18 | 中国一冶集团有限公司 | Whole-support integrally-detached combined type shaped beam formwork, support system and construction method thereof |
| CN112177323A (en) * | 2020-09-09 | 2021-01-05 | 中国一冶集团有限公司 | Cell body structure assembled support system |
| CN112523534A (en) * | 2020-11-12 | 2021-03-19 | 中建四局第五建筑工程有限公司 | Beam enlarging and reinforcing device for reconstruction engineering |
| CN113503020A (en) * | 2021-08-05 | 2021-10-15 | 中国建筑第六工程局有限公司 | Entrance to a cave shutoff modularization device |
-
2009
- 2009-01-16 CN CN200910300218A patent/CN101781930A/en active Pending
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102162299A (en) * | 2011-02-23 | 2011-08-24 | 开平市优赢金属制品有限公司 | Width-and-height-adjustable quick-release top-support prefabricated mould device for buildings |
| CN102162299B (en) * | 2011-02-23 | 2012-07-18 | 开平市优赢金属制品有限公司 | Width-and-height-adjustable quick-release top-support prefabricated mould device for buildings |
| CN102359269A (en) * | 2011-09-30 | 2012-02-22 | 福建工程学院 | Support structure of cast-in-place concrete beam template |
| CN102359269B (en) * | 2011-09-30 | 2014-08-13 | 福建工程学院 | Support structure of cast-in-place concrete beam template |
| CN104234416B (en) * | 2013-06-05 | 2016-04-27 | 株式会社巨山系统 | Be arranged at the beam-slab bracing system structure of mounting system |
| CN104234416A (en) * | 2013-06-05 | 2014-12-24 | 株式会社巨山系统 | Column support structure disposed on support system |
| CN105178625A (en) * | 2015-06-05 | 2015-12-23 | 中国十七冶集团有限公司 | Beam-slab supporting set |
| CN106223469A (en) * | 2016-07-20 | 2016-12-14 | 中冶天工集团有限公司 | Tube structure roof boarding construction method and hang modular system |
| CN106437145A (en) * | 2016-09-18 | 2017-02-22 | 江苏南通三建集团股份有限公司 | Beam side form strengthening system with no tie bolts |
| CN106437145B (en) * | 2016-09-18 | 2019-08-02 | 江苏南通三建集团股份有限公司 | A kind of side template reinforcement system of no split bolt |
| CN108442728A (en) * | 2018-03-19 | 2018-08-24 | 中国五冶集团有限公司 | Construction elevator basement roof local stiffening structures and methods |
| CN112096061A (en) * | 2020-07-23 | 2020-12-18 | 中国一冶集团有限公司 | Whole-support integrally-detached combined type shaped beam formwork, support system and construction method thereof |
| CN112177323A (en) * | 2020-09-09 | 2021-01-05 | 中国一冶集团有限公司 | Cell body structure assembled support system |
| CN112523534A (en) * | 2020-11-12 | 2021-03-19 | 中建四局第五建筑工程有限公司 | Beam enlarging and reinforcing device for reconstruction engineering |
| CN113503020A (en) * | 2021-08-05 | 2021-10-15 | 中国建筑第六工程局有限公司 | Entrance to a cave shutoff modularization device |
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Open date: 20100721 |