CN104179352A - Dismountable template system - Google Patents
Dismountable template system Download PDFInfo
- Publication number
- CN104179352A CN104179352A CN201410394698.XA CN201410394698A CN104179352A CN 104179352 A CN104179352 A CN 104179352A CN 201410394698 A CN201410394698 A CN 201410394698A CN 104179352 A CN104179352 A CN 104179352A
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- steel
- template
- support frame
- steel plate
- bracing frame
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Abstract
The invention provides a dismountable template system which comprises a support frame and a template, wherein the template is positioned on the upper surface of the support frame; the support frame is perpendicular to a storey steel beam; the two ends of the support frame are respectively positioned on the inner side of the web of the steel beam; a first steel plate is welded on each of the upper wing edge and the lower wing edge of each end part of the support frame; the first steel plates of the support frame are fixed on the upper wing edge and the lower wing edge of the steel beam through adjusting bolts, steel base plates and wood cushion blocks; the template is formed by wrapping a substrate with a galvanized steel sheet; the periphery of the template is wrapped with a second steel plate; a third steel plate is adhered to the external part of the middle of the template in one direction; the second steel plate, the third steel plate, the galvanized steel sheet and the board are fixed together through first bolts and second bolts. The dismountable template system is convenient to construct, the whole-room steel pipe scaffold is not required and decoration is facilitated.
Description
Technical field
The invention belongs to structural engineering technical field, particularly a kind of detachable template system.
Background technology
At present, the slab form system that steel building is conventional has steel bar girder plate, profiled sheet and wooden form.Profiled sheet and steel bar girder plate be take galvanized steel plain sheet as bed die, do not arrange or arrange on a small quantity temporary supporting during construction.Profiled sheet is permanent template, and operational phase is not removed, and formed soffit is uneven, is not suitable in the building of house one class; The bed die of steel bar girder plate gets rusty easily, can not be for residential structure; Therefore, no matter profiled sheet or steel bar girder plate are used all restricted in residential structure.Wooden form can repeatedly be used after removing, and soffit is smooth, but full framing need be set during construction, therefore can not carry out the concreting of multilayer floor simultaneously, on speed of application, does not mate with the feature of steel work.
Summary of the invention
In order to overcome the deficiencies in the prior art, the invention provides a kind of detachable template system.
The technical solution adopted for the present invention to solve the technical problems is:
A detachable template system, comprises bracing frame and template, and described template is positioned at support frame as described above upper surface; Support frame as described above is arranged perpendicular to floor girder steel, the two ends of bracing frame lay respectively at the web inner side of girder steel, on the end of bracing frame, first steel plate is respectively welded in bottom flange, and the first steel plate of support frame as described above is fixed on the upper bottom flange of girder steel by adjusting bolt, billet and wooden cushion block; Described template is that substrate outsourcing galvanized steel plain sheet forms, template periphery wraps up the second steel plate, outside the middle part of a direction, paste the 3rd steel plate, the second steel plate, the 3rd steel plate, galvanized steel plain sheet and plank by the first bolt together with second is bolted to, the spiro rod length of described the second bolt stretches out nut, the corresponding preformed hole coordinating with the screw rod of the second bolt that is provided with on support frame as described above, described template forms whole template system, concreting in described template by preformed hole on the overhanging screw rod insertion support frame as described above of the second bolt.
Support frame as described above cross section is C shape steel.
The web of described C shape bracing frame keeps at a certain distance away and establishes stiffener.
Support frame as described above is fixing support rack, and the two ends of bracing frame are connected with girder steel respectively.
Support frame as described above is two movable support frames that bracing frame connects to form, and two bracing frames arrange dorsad, and the outer end of bracing frame is connected with adjacent girder steel, and the inner end of bracing frame is fixed by the 3rd bolt.
Described substrate is wooden form, bamboo offset plate or plastic plate.
Beneficial effect of the present invention is mainly manifested in: 1, do not need galvanized steel plain sheet bed die, template system is reusable, reduces use cost; 2, do not need full hall steel pipe scaffold, can carry out by multilayer floor concrete casting simultaneously, speed of application is fast; 3, smooth at the bottom of plate, be beneficial to finishing; 4, easy accessibility, economic performance is superior; 5, movable support frame can meet the requirement of various girder steel spacing, strong adaptability.
Accompanying drawing explanation
Fig. 1 is the stencil plane schematic diagram of the present embodiment 1;
Fig. 2 is the 1-1 generalized section of Fig. 1;
Fig. 3 is the connected node of embodiment 1 bracing frame and girder steel;
Fig. 4 is the 2-2 generalized section of Fig. 2;
Fig. 5 is the 3-3 generalized section of Fig. 3;
Fig. 6 is embodiment 1 template drawing;
Fig. 7 is the 4-4 generalized section of Fig. 6;
Fig. 8 is the connected node of embodiment 1 template and bracing frame;
Fig. 9 is the stencil plane schematic diagram of the present embodiment 2;
Figure 10 is the 1-1 generalized section of Fig. 9;
Figure 11 is embodiment 2 bracing frame drawings;
Figure 12 is the connected node of embodiment 2 bracing frames and girder steel;
Figure 13 is the 2-2 generalized section of Figure 10;
Figure 14 is the 3-3 generalized section of Figure 10;
Figure 15 is the 4-4 generalized section of Figure 12;
Figure 16 is embodiment 2 template drawings;
Figure 17 is the 5-5 generalized section of Figure 16;
Figure 18 is the connected node of embodiment 2 templates and bracing frame.
The specific embodiment
Below in conjunction with accompanying drawing, the invention will be further described, and the present embodiment is implemented take technical solution of the present invention under prerequisite, but protection scope of the present invention is not limited to following embodiment.
Embodiment 1:
With reference to accompanying drawing 1-9, a kind of detachable template system, comprises that regular length bracing frame 2 and template 4 form, and support frame as described above is processed by C shape steel 10, and C shape steel web keeps at a certain distance away and establishes stiffener 9, and on C shape steel end, first steel plate 8 is respectively welded in bottom flange.Support frame as described above is fixed on the upper bottom flange of girder steel 1 by adjusting bolt 7, billet 6 and wooden cushion block 5.Described template is that plank 15 outsourcing galvanized steel plain sheets 14 form, template periphery wraps up the second steel plate 11, outside the middle part of a direction, pasting the 3rd steel plate 13, the second steel plates 11, the 3rd steel plate 13, galvanized steel plain sheet 14 and plank 15 is fixed together by the first bolt 12 and the second bolt 16.Described the second bolt 16 spiro rod lengths stretch out nut.The corresponding preformed hole coordinating with the screw rod of the second bolt that is provided with on support frame as described above, described template forms whole template system by preformed hole on the overhanging screw rod insertion support frame as described above of the second bolt, and in template, concreting 3.
Embodiment 2:
With reference to accompanying drawing 10-18, a kind of detachable template system, comprise that movable support frame 17 and template 4 that two bracing frames connect to form form, two bracing frames are arranged dorsad, the outer end of bracing frame is connected with adjacent girder steel, two row's circular holes 19 are established at interval of 50mm in the inner of described C shape steel, and the inner end of bracing frame is fixed by running through the 3rd bolt 18 of circular hole.Described template is that bamboo offset plate 20 outsourcing galvanized steel plain sheets 14 form, template periphery wraps up the second steel plate 11, outside the middle part of both direction, pasting the 3rd steel plate 13, the second steel plates 11, the 3rd steel plate 13, galvanized steel plain sheet 14 and plank 15 is fixed together by the first bolt 12 and the second bolt 16.Other are with embodiment 1.
Claims (6)
1. a detachable template system, is characterized in that: comprise bracing frame and template, described template is positioned at support frame as described above upper surface;
Support frame as described above is arranged perpendicular to floor girder steel, the two ends of bracing frame lay respectively at the web inner side of girder steel, on the end of bracing frame, first steel plate is respectively welded in bottom flange, and the first steel plate of support frame as described above is fixed on the upper bottom flange of girder steel by adjusting bolt, billet and wooden cushion block;
Described template is that substrate outsourcing galvanized steel plain sheet forms, template periphery wraps up the second steel plate, outside the middle part of a direction, paste the 3rd steel plate, the second steel plate, the 3rd steel plate, galvanized steel plain sheet and plank by the first bolt together with second is bolted to, the spiro rod length of described the second bolt stretches out nut, the corresponding preformed hole coordinating with the screw rod of the second bolt that is provided with on support frame as described above, described template forms whole template system, concreting in described template by preformed hole on the overhanging screw rod insertion support frame as described above of the second bolt.
2. detachable template system as claimed in claim 1, is characterized in that: support frame as described above cross section is C shape steel.
3. detachable template system as claimed in claim 2, is characterized in that: the web of described C shape bracing frame keeps at a certain distance away and establishes stiffener.
4. detachable template system as claimed in claim 3, its feature is greater than: support frame as described above is fixing support rack, and the two ends of bracing frame are connected with girder steel respectively.
5. detachable template system as claimed in claim 3, its feature is greater than: support frame as described above is two movable support frames that bracing frame connects to form, two bracing frames arrange dorsad, and the outer end of bracing frame is connected with adjacent girder steel, and the inner end of bracing frame is fixed by the 3rd bolt.
6. the detachable template system as described in claim 4 or 5, its feature is greater than: described substrate is wooden form, bamboo offset plate or plastic plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410394698.XA CN104179352B (en) | 2014-08-12 | 2014-08-12 | Detachable template system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410394698.XA CN104179352B (en) | 2014-08-12 | 2014-08-12 | Detachable template system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104179352A true CN104179352A (en) | 2014-12-03 |
| CN104179352B CN104179352B (en) | 2016-03-30 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410394698.XA Active CN104179352B (en) | 2014-08-12 | 2014-08-12 | Detachable template system |
Country Status (1)
| Country | Link |
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| CN (1) | CN104179352B (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104947836A (en) * | 2015-06-25 | 2015-09-30 | 大元建业集团股份有限公司 | Supportless construction method for cast-in-place floor of high-rise steel structure house |
| CN106836832A (en) * | 2017-02-24 | 2017-06-13 | 中建钢构有限公司 | A kind of combined slab installs temporary support system |
| CN106869385A (en) * | 2017-03-03 | 2017-06-20 | 山东大学 | Full assembled steel prefabricated concrete floor combination beam |
| CN108316652A (en) * | 2018-04-10 | 2018-07-24 | 烟台市飞龙钢结构工程有限公司 | Steel construction main building construction bracket and construction method based on the bracket |
| CN110439284A (en) * | 2019-07-23 | 2019-11-12 | 孟令红 | A kind of steel construction formwork |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2731701A (en) * | 1952-05-27 | 1956-01-24 | Edward S Klausner | Clips for facilitating the erection and stripping of concrete forms for the building industry |
| CN101701494A (en) * | 2009-10-23 | 2010-05-05 | 清华大学 | Detachable convenient support device of steel structure building template and use method thereof |
| CN102140841A (en) * | 2010-12-31 | 2011-08-03 | 青岛一建集团有限公司 | Construction method of building superstructure in high-rise steel-concrete mixed structure with few supporting formworks |
| CN202347843U (en) * | 2011-11-11 | 2012-07-25 | 吴延飞 | Building construction beam frame |
| CN204112714U (en) * | 2014-08-12 | 2015-01-21 | 金天德 | Detachable template system |
-
2014
- 2014-08-12 CN CN201410394698.XA patent/CN104179352B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2731701A (en) * | 1952-05-27 | 1956-01-24 | Edward S Klausner | Clips for facilitating the erection and stripping of concrete forms for the building industry |
| CN101701494A (en) * | 2009-10-23 | 2010-05-05 | 清华大学 | Detachable convenient support device of steel structure building template and use method thereof |
| CN102140841A (en) * | 2010-12-31 | 2011-08-03 | 青岛一建集团有限公司 | Construction method of building superstructure in high-rise steel-concrete mixed structure with few supporting formworks |
| CN202347843U (en) * | 2011-11-11 | 2012-07-25 | 吴延飞 | Building construction beam frame |
| CN204112714U (en) * | 2014-08-12 | 2015-01-21 | 金天德 | Detachable template system |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104947836A (en) * | 2015-06-25 | 2015-09-30 | 大元建业集团股份有限公司 | Supportless construction method for cast-in-place floor of high-rise steel structure house |
| CN104947836B (en) * | 2015-06-25 | 2017-07-11 | 大元建业集团股份有限公司 | The unsupported construction method of high-rise steel structure in-situ floor slab in houses |
| CN106836832A (en) * | 2017-02-24 | 2017-06-13 | 中建钢构有限公司 | A kind of combined slab installs temporary support system |
| CN106869385A (en) * | 2017-03-03 | 2017-06-20 | 山东大学 | Full assembled steel prefabricated concrete floor combination beam |
| CN108316652A (en) * | 2018-04-10 | 2018-07-24 | 烟台市飞龙钢结构工程有限公司 | Steel construction main building construction bracket and construction method based on the bracket |
| CN110439284A (en) * | 2019-07-23 | 2019-11-12 | 孟令红 | A kind of steel construction formwork |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104179352B (en) | 2016-03-30 |
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Effective date of registration: 20180206 Address after: Hangzhou City, Zhejiang province 310001 Shangcheng District Sha Road No. 116 Patentee after: Architectural & Civil Engineering Design Institute Co., Ltd. Hangzhou China Address before: Hangzhou City, Zhejiang province 310001 Shangcheng District Sha Road No. 116 Patentee before: Jin Tiande |
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