CN102644372B - Connecting type building template - Google Patents
Connecting type building template Download PDFInfo
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- CN102644372B CN102644372B CN201210146861.1A CN201210146861A CN102644372B CN 102644372 B CN102644372 B CN 102644372B CN 201210146861 A CN201210146861 A CN 201210146861A CN 102644372 B CN102644372 B CN 102644372B
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- stereotyped
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- 239000003351 stiffener Substances 0.000 claims description 13
- 238000010276 construction Methods 0.000 abstract description 5
- 239000003292 glue Substances 0.000 description 6
- 238000009415 formwork Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 3
- 235000017491 Bambusa tulda Nutrition 0.000 description 3
- 241001330002 Bambuseae Species 0.000 description 3
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 3
- 239000011425 bamboo Substances 0.000 description 3
- 239000002023 wood Substances 0.000 description 3
- 210000001503 Joints Anatomy 0.000 description 1
- 230000000875 corresponding Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances data:image/svg+xml;base64,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 data:image/svg+xml;base64,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 O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Abstract
The invention discloses a connecting type building template, belongs to the field of construction and mainly solves the problem of the insufficient bearing capability of the present connecting type building template. The connecting type building template comprises a main flat plate, wherein the front surface of the main flat plate is a plane and is used for contacting a pouring object; and a framework for supporting the main flat plate is arranged on the rear surface of the main flat plate. The connecting type building template is characterized in that the framework is divided into a horizontal framework, a vertical framework and a middle vertical framework; at least two vertical connecting holes are formed in each horizontal framework; at least two horizontal connecting holes are formed in each vertical framework; and at least two threaded blind holes for fixing a reinforced plate are formed in the vertical framework and middle vertical framework along the vertical directions. The connecting type building template is flexible in splicing, convenient in assembling and disassembling, adjustable in size and fit for the pouring requirement of specially shaped wall/column.
Description
Technical field
The present invention relates to a kind of construction formwork, specifically a kind of connection-type building template that can connect as required combination.
Background technology
Domestic building trade, when wall/cylinder is built, is mostly used steel form, wood glue template, bamboo glue pattern plate at present.Wood glue template, bamboo glue pattern plate load performance are poor, need the extra bracing frame that increases, and have larger potential safety hazard in construct loaded down with trivial details and use procedure, and easily damage, repeat usage is low, waste timber; And although steel form load performance is good, be mostly frame type, restricted when assembled; And steel form, wood glue template, bamboo glue pattern plate form removal are all very difficult, labour intensity is large, inefficiency, for this reason, applicant transforms existing construction formwork, and has applied for patent, and this license notification number is CN201661068U, its technology contents is: connection-type building template, comprises flat board; The front of described flat board is plane, for water walling/cylinder and contact; It is characterized in that: the back side of described flat board is provided with horizontal frame, place, described horizontal frame two ends is provided with the tapped blind hole vertical with the front of described flat board; The middle part of described horizontal frame is provided with the connecting hole parallel with the front of described flat board.The convenience that this has solved well construction formwork pressure-bearing property, weight, has unloaded by installation and dismantling, and the problem of cost, still, very flexible when it uses, size does not have adjustability, can not adapt to the needs of building of special-shaped wall/cylinder.
Summary of the invention
The shortcoming existing in order to overcome above-mentioned prior art, the object of the present invention is to provide a kind of connection-type building template, and it is assembled flexible, assembled and form removal convenience not only, and size is adjustable, can adapt to the needs of building of special-shaped wall/cylinder.
For addressing the above problem, the present invention by the following technical solutions: connection-type building template, comprises main flat board; The front of described main flat board is plane, for build thing and contact; The back side of described main flat board is provided with the framework of support plate, it is characterized in that, described framework is divided into horizontal frame, vertical frame and middle part vertical frame; On each horizontal frame, be provided with at least two vertical connecting holes; On each vertical frame, be provided with at least two level connection joint holes; At the above-below direction of vertical frame and middle part vertical frame, be provided with at least two for the fixing tapped blind hole of stiffener.
Tapped blind hole at vertical frame and middle part vertical frame forms two row at above-below direction.
Described main flat board has main dull and stereotyped extension in a side, the assistant flat-plate front of half rectangle auxiliary frame is positioned at same plane with main dull and stereotyped front, overlap joint flat board and assistant flat-plate are fixed together and are overlapped on the back side of main dull and stereotyped extension, the auxiliary frame parallel with middle part vertical frame supports and is arranged on the dull and stereotyped back side of overlap joint, on auxiliary frame, above-below direction is provided with at least two auxiliary frame tapped blind holes, on auxiliary frame supports, above-below direction is provided with at least two overlap joint tapped blind holes, for fixedly the auxiliary frame tapped blind hole of stiffener and the tapped blind hole of overlap joint tapped blind hole and vertical frame and middle part vertical frame form two row at above-below direction.
On each vertical frame, be provided with five level connection joint holes.
Horizontal frame, vertical frame, middle part vertical frame, auxiliary frame and auxiliary frame support all has rectangle or foursquare cross section.
The width of described main dull and stereotyped extension is more than or equal to the dull and stereotyped width of overlap joint.
The invention has the beneficial effects as follows:
1, it is assembled flexibly, not fragile; Assembled and form removal operates all very convenient, and operating efficiency improves greatly, has reduced construction cost.
2, it,, because size is adjustable, can be applicable to various wall/cylinders, also can be used for building special-shaped body of wall.
3, owing to being provided with horizontal frame, vertical frame, middle part vertical frame, auxiliary frame, auxiliary frame support and stiffener, therefore can bear the pressure from horizontal and vertical.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the present invention is described further:
Fig. 1 is the front view of standard form of the present invention;
Fig. 2 is the left view of standard form of the present invention;
Fig. 3 is the A-A sectional view of standard form of the present invention;
Fig. 4 is the application structure schematic diagram of standard form of the present invention;
Fig. 5 is the top view of Fig. 4;
Structural representation when Fig. 6 is the long overlap of variable formwork of the present invention;
Fig. 7 is the B-B sectional view in Fig. 6.
Structural representation when Fig. 8 is the shortest overlap joint of variable formwork of the present invention;
In figure: 1 main flat board, 11 main dull and stereotyped extensions, 2 horizontal frames, 21 vertical connecting holes, 3 vertical frames, 31 level connection joint holes, 32 tapped blind holes, 33 middle part vertical frames, 4 stiffeners, 41 connectors, 43 pads, 44 bolts, 5 assistant flat-plates, 51 auxiliary frames, 52 auxiliary frame tapped blind holes, 6 overlap joints are dull and stereotyped, and 61 auxiliary frames support, 62 overlap joint tapped blind holes.
The specific embodiment
As shown in Figure 1, Figure 2, Fig. 3, connection-type building template, comprises steel main dull and stereotyped 1; Described main dull and stereotyped 1 front is plane, and for contacting with building thing, the back side of described main flat board is provided with the framework of support plate.
Described framework is divided into horizontal frame 2, vertical frame 3 and middle part vertical frame 33.Horizontal frame 2 and vertical frame 3 form quadra structure, and middle part vertical frame 33 is positioned at quadra structure and forms one.On each horizontal frame 2, be provided with two vertical connecting holes 21, also can be more than two, in order to connect bolster; On each vertical frame 3, be provided with five level connection joint holes 31, in order to connect left-right template.At the above-below direction of vertical frame 3 and middle part vertical frame 33, be provided with at least two for the fixing tapped blind hole 32 of stiffener 4, at the tapped blind hole of vertical frame and middle part vertical frame, at above-below direction, form two row.
As Fig. 4, adjacent template is connected as a single entity with stiffener 4, by tapped blind hole 32 and bolt, stiffener 4 and template is connected as a single entity, thereby template in height with on width is adjusted, and meets the needs of building.
Stiffener 4 can adopt two, by pad 43, bolt 44, stiffener 4 is fixed in template, for improving reliability, between two stiffeners, with connector 41, reinforces.
As shown in Fig. 5, Fig. 6, Fig. 7, Fig. 8, for another implements structure.
Main dull and stereotyped 1 has main dull and stereotyped extension 11 in a side.Assistant flat-plate 5 fronts of half rectangle auxiliary frame 51 are positioned at same plane with main dull and stereotyped 1 front, overlap joint dull and stereotyped 6 and assistant flat-plate 5 are fixed together and are overlapped on the back side of main dull and stereotyped extension 11, the movement of auxiliary frame 51, can drive overlap joint flat board 6 by assistant flat-plate 5, overlap joint dull and stereotyped 6 is moved at the back side of main dull and stereotyped extension 11.The auxiliary frame parallel with middle part vertical frame 33 supports 61 and is arranged on the back side that overlaps dull and stereotyped 6, on auxiliary frame 51, above-below direction is provided with at least two auxiliary frame tapped blind holes 52, at auxiliary frame, support above-below direction on 61 and be provided with at least two overlap joint tapped blind holes 62, for fixedly the auxiliary frame tapped blind hole of stiffener and the tapped blind hole of overlap joint tapped blind hole and vertical frame and middle part vertical frame form two row at above-below direction.
Horizontal frame, vertical frame, middle part vertical frame, auxiliary frame and auxiliary frame support all has rectangle or foursquare cross section.
The width of described main dull and stereotyped extension is more than or equal to the dull and stereotyped width of overlap joint, makes auxiliary frame 51 conveniently movings.
When the remaining short of width of body of wall is when being used two templates, just can use above-mentioned connection-type building template, according to the width of residue body of wall, regulate main dull and stereotyped 1 with the overlap joint amplitude of overlap joint dull and stereotyped 6, all the other technology are with embodiment mono-.Fig. 6 and Fig. 7 are main dull and stereotyped 1 state diagram while launching with overlap joint dull and stereotyped 6; Fig. 8 is main dull and stereotyped 1 state diagram while merging with overlap joint dull and stereotyped 6.
The above, principles more of the present invention just explain through diagrams, this manual is not that in concrete structure and the scope of application described shown in the present invention will being confined to, therefore the corresponding modify being likely utilized every and equivalent, all belong to the scope of the claims that the present invention applies for.
Except technical characterictic described in manual, all the other technical characterictics are those skilled in the art's known technology.
Claims (4)
1. connection-type building template, comprises main flat board, the front of described main flat board is plane, for build thing and contact, the back side of described main flat board is provided with the framework of support plate, it is characterized in that, described framework is divided into horizontal frame, vertical frame and middle part vertical frame, on each horizontal frame, be provided with at least two vertical connecting holes, on each vertical frame, be provided with at least two level connection joint holes, at the above-below direction of vertical frame and middle part vertical frame, be provided with at least two for the fixing tapped blind hole of stiffener, tapped blind hole at vertical frame and middle part vertical frame forms two row at above-below direction, described main flat board has main dull and stereotyped extension in a side, the assistant flat-plate front of half rectangle auxiliary frame is positioned at same plane with main dull and stereotyped front, overlap joint flat board and assistant flat-plate are fixed together and are overlapped on the back side of main dull and stereotyped extension, the auxiliary frame parallel with middle part vertical frame supports and is arranged on the dull and stereotyped back side of overlap joint, on auxiliary frame, above-below direction is provided with at least two auxiliary frame tapped blind holes, on auxiliary frame supports, above-below direction is provided with at least two overlap joint tapped blind holes, for fixedly the auxiliary frame tapped blind hole of stiffener and the tapped blind hole of overlap joint tapped blind hole and vertical frame and middle part vertical frame form two row at above-below direction.
2. connection-type building template according to claim 1, is characterized in that, is provided with five level connection joint holes on each vertical frame.
3. connection-type building template according to claim 1, is characterized in that, horizontal frame, vertical frame, middle part vertical frame, auxiliary frame and auxiliary frame support all has rectangle or foursquare cross section.
4. connection-type building template according to claim 1, is characterized in that, the width of described main dull and stereotyped extension is more than or equal to the dull and stereotyped width of overlap joint.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210146861.1A CN102644372B (en) | 2012-05-12 | 2012-05-12 | Connecting type building template |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210146861.1A CN102644372B (en) | 2012-05-12 | 2012-05-12 | Connecting type building template |
| PCT/CN2013/000571 WO2013170631A1 (en) | 2012-05-12 | 2013-05-14 | Connectable building template |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102644372A CN102644372A (en) | 2012-08-22 |
| CN102644372B true CN102644372B (en) | 2014-09-10 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210146861.1A Active CN102644372B (en) | 2012-05-12 | 2012-05-12 | Connecting type building template |
Country Status (1)
| Country | Link |
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| CN (1) | CN102644372B (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2013170631A1 (en) * | 2012-05-12 | 2013-11-21 | Zhang Hongliang | Connectable building template |
| CN106812313A (en) * | 2017-03-15 | 2017-06-09 | 众建睿德钢模科技（苏州）有限公司 | The box-like external corner building template of tool group |
| CN107060324A (en) * | 2017-03-15 | 2017-08-18 | 众建睿德钢模科技（苏州）有限公司 | The box-like inner corner trim overlap joint building template of tool group |
| CN106836796A (en) * | 2017-03-15 | 2017-06-13 | 众建睿德钢模科技（苏州）有限公司 | The box-like irregular corners building template of tool group |
| CN113530209A (en) * | 2020-08-13 | 2021-10-22 | 六安市叶集团结木业有限公司 | Recoverable building template |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2005113917A1 (en) * | 2004-05-20 | 2005-12-01 | Bluescope Steel Limited | A wall panel |
| CN201202271Y (en) * | 2008-05-27 | 2009-03-04 | 武汉一冶建筑安装工程有限责任公司 | Adjustable formwork for multi-curved face concrete structure construction |
| CN201225000Y (en) * | 2008-07-04 | 2009-04-22 | 上海立涛建筑金属结构有限公司 | Non-backridge large steel formwork |
| CN201661068U (en) * | 2010-02-09 | 2010-12-01 | 张红亮 | Connection-type building template |
| CN201747051U (en) * | 2010-07-12 | 2011-02-16 | 无锡圣泰建筑模板有限公司 | Steel formwork for construction |
| CN202627486U (en) * | 2012-05-12 | 2012-12-26 | 张红亮 | Connection type building template |
-
2012
- 2012-05-12 CN CN201210146861.1A patent/CN102644372B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2005113917A1 (en) * | 2004-05-20 | 2005-12-01 | Bluescope Steel Limited | A wall panel |
| CN201202271Y (en) * | 2008-05-27 | 2009-03-04 | 武汉一冶建筑安装工程有限责任公司 | Adjustable formwork for multi-curved face concrete structure construction |
| CN201225000Y (en) * | 2008-07-04 | 2009-04-22 | 上海立涛建筑金属结构有限公司 | Non-backridge large steel formwork |
| CN201661068U (en) * | 2010-02-09 | 2010-12-01 | 张红亮 | Connection-type building template |
| CN201747051U (en) * | 2010-07-12 | 2011-02-16 | 无锡圣泰建筑模板有限公司 | Steel formwork for construction |
| CN202627486U (en) * | 2012-05-12 | 2012-12-26 | 张红亮 | Connection type building template |
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| Publication number | Publication date |
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| CN102644372A (en) | 2012-08-22 |
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Owner name: GUANGDONG HUABO ENTERPRISE MANAGEMENT CONSULTING C Free format text: FORMER OWNER: ZHANG HONGLIANG Effective date: 20150611 |
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Address after: 11, 528400 floor, Times Building, Ding Feng, No. 851 Wen Dong Road, Guangdong, Zhongshan Patentee after: Guangdong Xiang Ying construction work company limited Address before: 510640 Guangdong city of Guangzhou province Tianhe District gold Yinglu No. 1 was 1106 room two Patentee before: Guangdong Huabo Enterprise Management Consulting Co., Ltd. |
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Address after: 528400 11, Ting Feng Times Building, 851 Sun Wen Dong Road, Zhongshan, Guangdong. Patentee after: Xiang Ying Construction Group Co., Ltd. Address before: 528400 11, Ting Feng Times Building, 851 Sun Wen Dong Road, Zhongshan, Guangdong. Patentee before: Guangdong Xiang Ying construction work company limited |
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Address after: 528400 one of the 1009 rooms of 1 Zhongde Plaza, No. 1 exhibition East Road, Torch Development Zone, Zhongshan, Guangdong. Patentee after: Zhong An Rui Bao Construction Group Co., Ltd. Address before: 528400 11, Ting Feng Times Building, 851 Sun Wen Dong Road, Zhongshan, Guangdong. Patentee before: Xiang Ying Construction Group Co., Ltd. |
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