CN104179352B - Detachable template system - Google Patents
Detachable template system Download PDFInfo
- Publication number
- CN104179352B CN104179352B CN201410394698.XA CN201410394698A CN104179352B CN 104179352 B CN104179352 B CN 104179352B CN 201410394698 A CN201410394698 A CN 201410394698A CN 104179352 B CN104179352 B CN 104179352B
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- China
- Prior art keywords
- template
- steel
- support frame
- steel plate
- bracing frame
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 59
- 239000010959 steel Substances 0.000 claims abstract description 59
- 229910001335 Galvanized steel Inorganic materials 0.000 claims abstract description 12
- 239000008397 galvanized steel Substances 0.000 claims abstract description 12
- 239000000758 substrate Substances 0.000 claims abstract description 6
- 238000012946 outsourcing Methods 0.000 claims abstract description 5
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 3
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 3
- 241001330002 Bambuseae Species 0.000 claims description 3
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 3
- 239000011425 bamboo Substances 0.000 claims description 3
- 125000003003 spiro group Chemical group 0.000 claims description 3
- 239000003351 stiffener Substances 0.000 claims description 3
- 239000004033 plastic Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009432 framing Methods 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A kind of detachable template system, comprise bracing frame and template, described template is positioned at support frame as described above upper surface; Support frame as described above arranges perpendicular to floor girder steel, the two ends of bracing frame lay respectively at inside the web of girder steel, on the end of bracing frame, one piece of 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, and template periphery wraps up the second steel plate, pastes the 3rd steel plate outside the middle part in a direction, the second steel plate, the 3rd steel plate, galvanized steel plain sheet and plank by the first bolt together with second is bolted to.Easy construction of the present invention, do not need full hall steel pipe scaffold, be conducive to finishing.
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 are bed die with galvanized steel plain sheet, do not arrange or arrange temporary support on a small quantity during construction.Profiled sheet is permanent template, and operational phase is not removed, and the soffit formed is uneven, is not suitable in the building of house one class; The bed die of steel bar girder plate gets rusty easily, and can not be used for residential structure; Therefore, no matter profiled sheet or steel bar girder plate, uses all restricted in residential structure.Wooden form can repeatedly use after removing, and soffit is smooth, but need arrange full framing during construction, therefore can not carry out the concreting of multilayer floor slab simultaneously, 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 kind of detachable template system, comprise bracing frame and template, described template is positioned at support frame as described above upper surface; Support frame as described above arranges perpendicular to floor girder steel, the two ends of bracing frame lay respectively at inside the web of girder steel, on the end of bracing frame, one piece of 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, the 3rd steel plate is pasted outside the middle part in a direction, 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 second bolt stretches out nut, on support frame as described above, correspondence is provided with the preformed hole coordinated with the screw rod of the second bolt, described template is inserted preformed hole on support frame as described above by the overhanging screw rod of the second bolt and is formed whole template system, concreting in described template.
Support frame as described above 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.
Two bracing frames connect to form movable support frame, and two bracing frames are arranged 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 slab rubber 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 multilayer floor slab concreting carry out, speed of application is fast simultaneously; 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 drawing;
Figure 12 is the connected node of embodiment 2 bracing frame 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 drawing;
Figure 17 is the 5-5 generalized section of Figure 16;
Figure 18 is the connected node of embodiment 2 template and bracing frame.
Detailed description of the invention
Below in conjunction with accompanying drawing, the invention will be further described, and the present embodiment is implemented under premised on technical solution of the present invention, 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 regular length bracing frame 2 and template 4 forms, 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 bottom flange on stiffener 9, C shape steel end respectively to weld one piece of first steel plate 8.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 sheet 14 forms, template periphery wraps up the second steel plate 11, paste the 3rd steel plate 13, second steel plate 11, the 3rd steel plate 13, galvanized steel plain sheet 14 and plank 15 outside the middle part in a direction to be fixed together by the first bolt 12 and the second bolt 16.Described second bolt 16 spiro rod length stretches out nut.On support frame as described above, correspondence is provided with the preformed hole coordinated with the screw rod of the second bolt, and described template is inserted preformed hole on support frame as described above by the overhanging screw rod of the second bolt and formed whole template system, concreting 3 in template.
Embodiment 2:
With reference to accompanying drawing 10-18, a kind of detachable template system, comprise movable support frame 17 that two bracing frames connect to form and template 4 forms, 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 the 3rd bolt 18 running through circular hole.Described template is that bamboo slab rubber 20 outsourcing galvanized steel plain sheet 14 forms, template periphery wraps up the second steel plate 11, outside the middle part of both direction, paste the 3rd steel plate 13, second steel plate 11, the 3rd steel plate 13, galvanized steel plain sheet 14 and plank 15 be 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, and described template is positioned at support frame as described above upper surface;
Support frame as described above arranges perpendicular to floor girder steel, the two ends of bracing frame lay respectively at inside the web of girder steel, on the end of bracing frame, one piece of 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, the 3rd steel plate is pasted outside the middle part in a direction, second steel plate, the 3rd steel plate, galvanized steel plain sheet and substrate by the first bolt together with second is bolted to, the spiro rod length of described second bolt stretches out nut, on support frame as described above, correspondence is provided with the preformed hole coordinated with the screw rod of the second bolt, described template is inserted preformed hole on support frame as described above by the overhanging screw rod of the second bolt and is formed whole template system, concreting in described template.
2. detachable template system as claimed in claim 1, is characterized in that: support frame as described above 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: two bracing frames connect to form movable support frame, and two bracing frames are arranged 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 slab rubber 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 CN104179352A (en) | 2014-12-03 |
| CN104179352B true CN104179352B (en) | 2016-03-30 |
Family
ID=51960669
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 |
|---|---|
| CN (1) | CN104179352B (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
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 |
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| Publication number | Publication date |
|---|---|
| CN104179352A (en) | 2014-12-03 |
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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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| TR01 | Transfer of patent right |