CN102661037A - Shortcut type plane template and supporting system for building - Google Patents
Shortcut type plane template and supporting system for building Download PDFInfo
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- CN102661037A CN102661037A CN2012101804186A CN201210180418A CN102661037A CN 102661037 A CN102661037 A CN 102661037A CN 2012101804186 A CN2012101804186 A CN 2012101804186A CN 201210180418 A CN201210180418 A CN 201210180418A CN 102661037 A CN102661037 A CN 102661037A
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Abstract
The invention discloses a shortcut type plane template and a supporting system for a building, mainly comprising templates, a steel frame supporting seat, an adjustable supporting rod, a shortcut press card and the like. The invention overcomes the defects of popular service moulds and supporting manners at present and has the advantages of simplicity and convenience in construction, interlaced random split joint of templates, high connection strength, high mounting speed, reliable supporting and location, no deformation and high rigidity. A locating and supporting seat can be also taken as an inner-outer wall scaffold and an operating platform, and can synchronously lift up along the lifting of a wall body to finish the concrete operation layer by layer till finishing a top layer; and the shortcut type plane template and supporting system can be also taken as a building floor template and supporting system. The shortcut type plane template and supporting system disclosed by the invention has the advantages of fastness for mounting, reliability, safety, convenience and fastness for detaching, capability of largely shortening a construction period and reducing the building cost, larger practical significance, and remarkable economical and social benefits.
Description
One, technical field
The present invention relates to building, a kind of quick formula flat formwork for building and support system (supplying the cast-in-situ concrete special use).
Two, background technology
Along with the progress and the vast market demand of society, construction cost becomes focus, and it directly influences room rate, thereby becomes the major issue that influences national economy.
Three, summary of the invention
Popular architectural plane template and supporting way mainly contains following two kinds at present:
1, wood (bamboo) template class: this kind template and support etc. must be leaned on artificial field fabrication; It is yielding to pacify this kind template chance water, and it is not enough to support difficulty and rigidity, proofreaies and correct, locatees also very inconvenience; The concrete forming surface quality is poor; The template access times are few, waste a large amount of bamboos (wood) resource, and building costs increases.
2, steel form involves great expense, and connection is cumbersome, installation period is long, it is consuming time to take a lot of work, and is prone to produce security incident, and template also is prone to get rusty: because the cause of the affinity of concrete and steel, surface quality is relatively poor after the demoulding, must plaster by secondary, and building costs is also higher.
3 and the objective of the invention is the template through a kind of combined type, the panel of fitting with concrete is a kind of plastic plate, its easy combination; When using the metope template, treat steel frame support degree location and installation after, template is just leaned on steel frame support seat location; Template interconnects and fissure of displacement splicing with fast ram compression card, can become arbitrary dimension, and leans on the effect of many group junction plates and accomplish the location with steel frame support seat vertical direction; Whole process is simple and easy to operate, fast saves worry, and being increases the rigidity of template and the flatness of adjustment template; Can adjust rapidly with many group Adjustable bracing bars, and with template, Adjustable bracing bar and steel frame support seat are connected to an integral body; And the steel frame support seat is to be fixed on concrete ground plane or the ground collar tie beam (the corner bracing frame that is installed on the map beam is to be used for fixing the steel frame support seat), and raises synchronously along with the rising of building, and the steel frame support seat is fixed on the corner bracing frame on the concrete wall of moulding during rising; On the steel frame support seat, lay springboard and just can replace scaffold and operating platform, by that analogy, arrive top up to promethium; In addition, also to can be used as flooring cast-in-place with template (increase many group adjustable trishores gets final product) for this template system.The demoulding of this kind template system is also convenient, and demoulding aftershaping concrete surface is bright and clean, good planeness; Needn't carry out secondary and plaster, this kind template and support system long service life thereof, cycle criterion is many; Shortened building cycle greatly; Reduced construction cost, template dough model material can be looked back receipts, is the recycling economy of a kind of green, environmental protection.
Four, description of drawings: Fig. 1 is the front elevation view of cast-in-situ wall;
Fig. 2 is the right view of cast-in-situ wall;
Fig. 3 is a template tie point partial sectional view;
Fig. 4 is the profile of cast-in-place flooring;
Fig. 5 is the corner partial sectional view of cast-in-situ wall.
The 1-template; The long Adjustable bracing bar of 2-; The short Adjustable bracing bar of 3-; 4-steel frame support seat; 5-corner support; 6-U type pressing plate; The fast ram compression card of 7-; The 8-half module; The 9-plastic front board; The 10-dormant bolt; The 11-angle frame; The 12-expansion bolt; The 13-hold-down bolt; 14-regulates bolt; The 15-split bolt; The 16-connecting bolt; 17-pressing mold bolt; The adjustable trishores of 18-; 19-inner corner trim mould; 20-external corner mould 1; 21-external corner mould 2; 22-connects angle bar; The 23-connecting bolt.
Five, the specific embodiment
Below in conjunction with accompanying drawing 26S Proteasome Structure and Function of the present invention is done further to describe:
1, the wall of indication of the present invention, flooring flat formwork plate face 9 are a kind of high-intensity hard plastic boards; It connects into template 1 with being dormant bolt 10 with many places being connected of steelframe 2; During as the concrete pouring of metope (shear wall), it is that the steel frame support seat 4 of inner external symmetry is located, and the steelframe supporting base must be installed on the corner support 5 of bottom in advance; Begin from first floor, the corner support be fixed on ground collar tie beam on.The concrete thickness that is watered is to be confirmed by the spacing of inside and outside steel frame support seat 4; The splicing of template 1 fissure of displacement; The mutual connection of template is interconnected to arbitrary plane with fast ram compression card 7, and template 1 is that a plurality of U templates 6 and bolt compress with being connected of steel frame support seat 4, and the flatness of template 1 then is to be adjusted by some long Adjustable bracing bars 2 and short Adjustable bracing bar 3; And be connected with steel supporting seat 4; After treating whole template 1 straightening smoothing, connecting bolt 16 outer sleeve pipes in top are provided with hold-down bolt 17 and can the template appropriateness be compressed, and the steel frame support seat 4 of every group of symmetry is located by the connecting bolt 16 on top; Arrange that in position some Screw arbor with nut at both-ends 15 connect two side templates 1, have so just accomplished the work of a shut die.Treat that concrete casting finishes, but when the demoulding, the whole demoulding is also very easy; Fast, earlier that the fast ram compression card of each tie point is open, and unclamp U type pressing plate; Again steel frame support seat 4 is suitably broken away from template, make steel frame support seat 4 break away from template, can take away template 1 from top to bottom with regulating bolt 14; In the time will carrying out more than two layers operation, then need boring (or preformed hole) and installing angle support 5 in type concrete wall, again steel frame support seat 4 is installed on the corner support 5; Just mounting template 1 as stated above ... By that analogy, just can be raised to top; Steel frame support seat 4 is used as every layer operating platform and ricker simultaneously; Operating platform is formed railing by fastener and pipe, sets up springboard and just can make scaffolding board.
2, if then only need unidirectional installation steel frame support seat 4 during with the hole wall of pouring basement, the method for install adjustment template is same as described above.
3, the connection of corner template; According to different thickness requirements adopt corresponding inner corner trim mould 19 and external corner mould 20 and 21 with being connected of master module 1; The inner corner trim mould connects with bolt 23; The then available fast ram compression card 7 of external corner mould I and external corner mould II is connected with master module 1, and the corner is connected the external corner mould with fast ram compression card 7 with angle bar 22.And half film 8 is done fissure of displacement special use at a distance from row's installation.
4, when being used as the concrete of pouring flooring Horizon; 4 of steel frame support seats become the main beam of supporting floor template; Each main beam is by 4 adjustable trishores and can regulate floor template I arbitrarily, and template still adopts many group Adjustable bracing bars 2 and 3 to support, and regulating template 1 and connecting with the steel frame support seat 4 that plays beam effect is an integral body; With Template Location, interconnecting still of template 1 accomplished with fast ram compression card 7 with many group U type pressing plates 6.Then let adjustable trishores 18 suitably descend during the demoulding and break away from template 1, the demoulding by row.
In sum: the present invention is a kind of economic and practical flat formwork system for building, and it has following characteristics:
(1) reliable installation, convenient, fast has greatly improved the operating efficiency of a shut die.
(2) because steel frame support seat and corner prop up effect, the formwork good rigidly of having erected comprehensive support shuttering, formwork power all is delivered to (or on ground collar tie beam) on the in type concrete wall, and during placing of concrete, template is indeformable, good rigidity.
(3) can be used as the cast-in-place template system of flooring, the effect that just lets the steel frame support seat play crossbeam gets final product, and the method for mounting template is identical when making the metope template, just needs under the steel frame support seat with adjustable trishores supporting of many groups and adjusting.
(4) as shear wall the time, steelframe, supporting seat play the function of ricker simultaneously, and steel frame support seat top can form operating platform easily, has realized the polyfunctional characteristics of steel frame support seat.
In a word, the present invention has overcome the drawback of present popular template system, and the metope of formation can reach the effect of dry wall; Do not need secondary to plaster; Practice thrift wide variety of materials and manual work, protected the national valuable forest reserves, greatly reduce construction cost; Adaptable across building of development of real estate and utilities building, have great economic benefit and social benefit.
Claims (5)
1. quick formula flat formwork for building and support system is characterized in that: the splicing and with fast ram compression card connection arbitrarily of the template fissure of displacement, template is located by the steel frame support seat.
2. the steel frame support seat can raise with the rising of body of wall, can make interior exterior wall scaffold column simultaneously, and can make the supporting traverse of floor template.
3. regulate by Adjustable bracing bar according to the flatness of claim 1,2 templates, and be connected with the steel frame support seat.
4. according to claim 1,2, template is to lean on many groups to connect pressing plate and steel frame support location.
5. according to claim 1,2, the corner had the yin, yang Angle formwork to be connected with master module when template was used as body of wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012101804186A CN102661037A (en) | 2012-06-04 | 2012-06-04 | Shortcut type plane template and supporting system for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012101804186A CN102661037A (en) | 2012-06-04 | 2012-06-04 | Shortcut type plane template and supporting system for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102661037A true CN102661037A (en) | 2012-09-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012101804186A Pending CN102661037A (en) | 2012-06-04 | 2012-06-04 | Shortcut type plane template and supporting system for building |
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| Country | Link |
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| CN (1) | CN102661037A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103526924A (en) * | 2013-10-16 | 2014-01-22 | 李德福 | Quick assembling-disassembling plastic building angle adjustable formwork |
| CN107090983A (en) * | 2016-02-18 | 2017-08-25 | 左红 | The equipment that builds a house and its assemble method |
| CN107816232A (en) * | 2016-09-13 | 2018-03-20 | 先源开 | A kind of assembling type steel structure parking lot |
| CN113756580A (en) * | 2021-09-17 | 2021-12-07 | 中国建筑第五工程局有限公司 | Shear wall construction method |
-
2012
- 2012-06-04 CN CN2012101804186A patent/CN102661037A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103526924A (en) * | 2013-10-16 | 2014-01-22 | 李德福 | Quick assembling-disassembling plastic building angle adjustable formwork |
| CN107090983A (en) * | 2016-02-18 | 2017-08-25 | 左红 | The equipment that builds a house and its assemble method |
| CN107816232A (en) * | 2016-09-13 | 2018-03-20 | 先源开 | A kind of assembling type steel structure parking lot |
| CN113756580A (en) * | 2021-09-17 | 2021-12-07 | 中国建筑第五工程局有限公司 | Shear wall construction method |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20120912 |