CN105239770A - Integrally-cast steel frame-plastic building formwork system - Google Patents
Integrally-cast steel frame-plastic building formwork system Download PDFInfo
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- CN105239770A CN105239770A CN201510630398.1A CN201510630398A CN105239770A CN 105239770 A CN105239770 A CN 105239770A CN 201510630398 A CN201510630398 A CN 201510630398A CN 105239770 A CN105239770 A CN 105239770A
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- angle mould
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- plastic building
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Abstract
The invention discloses an integrally-cast steel frame-plastic building formwork system. The integrally-cast steel frame-plastic building formwork system comprises a wall formwork, a top plate formwork, an angle formwork, an angle formwork corner, an early-dismantling beam, an early-dismantling head, a back ridge, a back ridge connector, steel supports, crossing bolts and connecting pins. Each of the wall formwork and the top plate formwork comprises a formwork frame enclosing to form a rectangle, a plastic face plate and back ribs, wherein the plastic face plate is fixed on one side of the formwork frame, the back ribs are connected with the formwork frame and used for supporting the formwork frame, and the formwork frame is provided with connecting holes. The integrally-cast steel frame-plastic building formwork system has the advantages of modularization, lightness, high universality, good formwork rigidity, flattened plate faces, high turnover use frequency and capability of solving the technical problems of material waste, low construction efficiency and the like in existing building construction.
Description
Technical field
The invention belongs to the mould plate technique field that building operations concreting uses, particularly relate to a kind of integrated casting steel framework plastic building template system.
Background technology
Present stage, China's template, scaffold application are with energy-saving and emission-reduction, and low-carbon environment-friendly is developing direction, mechanization, tool, supporting and the batch production of building materials parts, the development trend of housing industrialization.Low-carbon (LC) building is not that single factor is done, and only wakes the environmental consciousness of manufacture of materials, architectural design, construction enterprises up, takes the reduction energy consumption that necessary measure ability is real, reduces carbon emission, could promote whole builing industry and walk low-carbon (LC) development.Now, China is equipped using construction formwork as main concrete construction in building structure construction, substantially fall apart with loose and be split into main construction method, be difficult to the architecture structure form adapting to current development, this just needs to strengthen research and development to energy-saving building technology, conversion and extension process and instructs, practical raising new building performs the ratio of Green energy-saving buildings standard, promotes implementation quality and the effect of green building demonstration project.
Summary of the invention
The object of this invention is to provide a kind of integrated casting steel framework plastic building template system.
The technical scheme that the present invention solves the problems of the technologies described above is as follows: integrated casting steel framework plastic building template system, and it comprises:
Wall form, roof plate template, described wall form and roof plate template include the Form board frame, plastic front board and the backing strip that surround rectangle; Described plastic front board is fixed on the side of Form board frame, and described backing strip is connected with described Form board frame, for support shuttering frame; Described Form board frame is provided with connecting hole;
Angle mould, described angle mould comprises muscle in angle mould panel, angle mould frame and angle mould;
Angle mould corner, described angle mould corner, for connecting adjacent angle mould, forms joint;
Early tear beam open, tear beam open described morning and comprise beam column and hook, described hook is arranged on the two ends of beam column;
Early dismantling head, described early dismantling head is used for supporting and connects early tears beam open;
Back cord, described back cord comprises two square steel pipes, is welded to connect between parallel square steel pipe by muscle in the connection at interval;
Back cord connector, for being connected to wall form or roof plate template by back cord;
Bracing members, adjustable steel support is made up of upper and lower top board, outer tube, interior pipe, adjustable nut, latch and folding tripod; Interior pipe is by latch support in outer tube upper end, and adjusting nut realizes bracing members height fine adjusting function; Tripod be used for supporting steel support;
Bracing members connector: bracing members connector is made up of support body, locking member, for connecting into entirety by different bracing members;
Through-wall bolt; For inner formword and the exterior sheathing of connecting wall template;
Connecting pin, described connecting pin is used for connecting adjacent template by the connecting hole of Form board frame.
The present invention's integrated casting steel framework as above plastic building template system, further, described plastic front board comprises the epidermal area, enhancement layer, sandwich layer, enhancement layer, the epidermal area that connect successively; Described enhancement layer is glass fiber reinforcement felt; Described sandwich layer is glass fiber reinforcement thermoplastic resin.
The present invention's integrated casting steel framework as above plastic building template system, further, the cross section of described angle mould frame is L shape, and angle mould panel is fixed on two lateral surfaces of angle mould frame, and in angle mould, muscle is supported on the medial surface of angle mould frame.
The present invention's integrated casting steel framework as above plastic building template system, further, described angle mould corner is cuboid or cube-shaped, and a corner of angle mould corner has cube-shaped indent, and three faces of interior recess are provided with angle mould corner panel.
The present invention's integrated casting steel framework as above plastic building template system, further, described early dismantling head comprises the supporting pin, the first gripper shoe, the second gripper shoe, banking stop, upper plate and the lower roof plate that are fixedly connected sequentially from the bottom to top; The hook of beam is early torn in the gap formed between banking stop and supporting pin open for installing.
The present invention's integrated casting steel framework as above plastic building template system, further, described wall form specification is 2400mm × 600mm, 2400mm × 350mm, 2400mm × 450mm tri-kinds of specifications; Roof plate template specification is 1200mm × 600mm, 990mm × 600mm, 1200mm × 400mm tri-kinds of specifications.
The invention has the beneficial effects as follows: the advantage that integrated casting steel framework plastic building template system has modularization, lightweight, highly versatile, formwork rigidity are good, plate face is smooth, turnover access times are high.And solve the technical problems such as waste of material in existing building operations, efficiency of construction be low.
Accompanying drawing explanation
By detailed description done in conjunction with the following drawings, above-mentioned and/or other aspects of the present invention and advantage will become clearer and be easier to understand, and these accompanying drawings just schematically, do not limit the present invention, wherein:
Fig. 1 is the schematic perspective view of the wall form of an embodiment of the present invention;
Fig. 2 is the front view of the wall form of an embodiment of the present invention;
Fig. 3 is the left view of the wall form of an embodiment of the present invention;
Fig. 4 is the schematic perspective view of the angle mould of an embodiment of the present invention;
Fig. 5 is the left view of an embodiment of the present invention;
Fig. 6 is the angle mould corner schematic diagram of an embodiment of the present invention;
Fig. 7 is the schematic perspective view tearing beam morning open of an embodiment of the present invention;
Fig. 8 is the front view tearing beam morning open of an embodiment of the present invention;
Fig. 9 is the left view tearing beam morning open of an embodiment of the present invention;
Figure 10 is the schematic perspective view of the early dismantling head of an embodiment of the present invention;
Figure 11 is the front view of the early dismantling head of an embodiment of the present invention;
Figure 12 is the schematic perspective view of the back cord connector of an embodiment of the present invention;
Figure 13 is the front view of the back cord connector of an embodiment of the present invention;
Figure 14 is the plastic front board schematic diagram of an embodiment of the present invention.
In accompanying drawing, the list of parts representated by each label is as follows:
1, wall form, 11, Form board frame, 12, plastic front board, 121, epidermal area, 122, enhancement layer, 123, sandwich layer, 13, backing strip, 14, connecting hole;
2, angle mould, 21, angle mould panel, 22, angle mould frame, 23, muscle in angle mould;
3, angle mould corner, 31, angle mould corner panel, 32, junction plate;
4, early beam is torn open, 41, beam column, 42, hook;
5, early dismantling head, 51, supporting pin, the 52, first gripper shoe, the 53, second gripper shoe, 54, banking stop, 55, upper plate, 56, lower roof plate;
6, back cord connector, 61, bearing pin, 62, supporter, 621, gripper shoe, 622, catch, 63, limiting plate.
Detailed description of the invention
Hereinafter, the embodiment of integrated casting steel framework plastic building template system of the present invention is described with reference to the accompanying drawings.
The embodiment recorded at this is specific detailed description of the invention of the present invention, for illustration of design of the present invention, is all explanatory and exemplary, should not be construed as the restriction to embodiment of the present invention and the scope of the invention.Except the embodiment recorded at this, those skilled in the art can also adopt other technical scheme apparent based on the content disclosed in the application's claims and manual, and these technical schemes comprise the technical scheme making any apparent substitutions and modifications adopted the embodiment recorded at this.
The accompanying drawing of this manual is schematic diagram, and aid illustration design of the present invention schematically shows shape and the correlation thereof of each several part.Note that the structure of each parts for the ease of clearly showing the embodiment of the present invention, not according to identical scale between each accompanying drawing.Identical reference marker is for representing identical part.
Integrated casting steel framework plastic building template system, it comprises:
Wall form 1, roof plate template; As shown in Figure 1, Figure 2 and Figure 3, described wall form and roof plate template include the Form board frame 11, plastic front board 12 and the backing strip 13 that surround rectangle; Described plastic front board is fixed on the side of Form board frame, and described backing strip is connected with described Form board frame, for support shuttering frame; Described Form board frame is provided with connecting hole 14;
Angle mould 2, as shown in Figure 4 and Figure 5, described angle mould comprises muscle 23 in angle mould panel 21, angle mould frame 22 and angle mould;
Angle mould corner 3, described angle mould corner, for connecting adjacent angle mould 2, forms joint;
Early tear beam 4 open, as shown in Figure 7, Figure 8 and Figure 9, tear beam described morning open and comprise beam column 41 and hook 42, described hook 42 is arranged on the two ends of beam column 41;
Early dismantling head 5, described early dismantling head 5 early tears beam 4 open for supporting and connecting; By knocking early dismantling head, roof plate template and morning tear crossbeam open and fall with early dismantling head, form gap realize early tearing open with floor.
Back cord, described back cord comprises two square steel pipes, is welded to connect between parallel square steel pipe by muscle in the connection at interval;
Back cord connector 6, for being connected to wall form 1 or roof plate template by back cord;
Bracing members, adjustable steel support is made up of upper and lower top board, outer tube, interior pipe, adjustable nut, latch and folding tripod; Interior pipe is by latch support in outer tube upper end, and adjusting nut realizes bracing members height fine adjusting function; Tripod be used for supporting steel support;
Bracing members connector: bracing members connector is made up of support body, locking member, for connecting into entirety by different bracing members;
Through-wall bolt; For inner formword and the exterior sheathing of connecting wall template;
Connecting pin, described connecting pin is used for connecting adjacent template by the connecting hole of Form board frame.
State in the integrated casting steel framework plastic building template system of embodiment on the invention, as shown in figure 14, described plastic front board 12 comprises the epidermal area 121, enhancement layer 122, sandwich layer 123, enhancement layer 122, the epidermal area 121 that connect successively; Described enhancement layer is glass fiber reinforcement felt; Described sandwich layer is glass fiber reinforcement thermoplastic resin.
State in the integrated casting steel framework plastic building template system of embodiment on the invention, the cross section of described angle mould frame 2 is L shape, and angle mould panel 21 is fixed on two lateral surfaces of angle mould frame 22, and in angle mould, muscle 23 is supported on the medial surface of angle mould frame 22.
State in the integrated casting steel framework plastic building template system of embodiment on the invention, as shown in Figure 6, described angle mould corner 3 is cuboid or cube-shaped, and a corner of angle mould corner has cube-shaped indent, and three faces of interior recess are provided with angle mould corner panel 31.Three faces that angle mould corner is adjacent with indent are provided with junction plate 32, and as shown in Figure 6, junction plate is provided with the through hole corresponding with angle mould frame 2 end junction plate, is bolted angle mould corner and angle mould frame.
State in the integrated casting steel framework plastic building template system of embodiment on the invention, as shown in Figure 10 and Figure 11, described early dismantling head comprises supporting pin 51, first gripper shoe 52, second gripper shoe 53, the banking stop 54 that are fixedly connected sequentially from the bottom to top, and upper plate 55 and lower roof plate 56 are separately fixed at the top and bottom of supporting pin 51; The hook of beam is early torn in the gap formed between banking stop and supporting pin open for installing.
State in the integrated casting steel framework plastic building template system of embodiment on the invention, described wall form 1 specification is 2400mm × 600mm, 2400mm × 350mm, 2400mm × 450mm tri-kinds of specifications; Roof plate template specification is 1200mm × 600mm, 990mm × 600mm, 1200mm × 400mm tri-kinds of specifications.
As shown in Figure 12 and Figure 13, the back cord connector 6 of an embodiment of the present invention is made up of bearing pin 61, supporter 62 and limiting plate 63; Concrete:
Supporter, described supporter comprises gripper shoe 621 and catch 622; Described catch is perpendicular to gripper shoe;
Bearing pin is fixed on the top of gripper shoe front end, catch in the permanent position of gripper shoe lower than described bearing pin; The frame of construction formwork is stuck between described catch and bearing pin.Bearing pin, described bearing pin is fixed on the front end of supporter; The connecting hole of bearing pin on the frame inserting adjacent architectural template; The catch of the connecting hole rear supports that bearing pin inserts on frame blocks frame;
Limiting plate, described limiting plate and supporter one-body molded, the frame of limiting plate, supporter and construction formwork surrounds retaining groove, and back cord puts into described retaining groove.Described limiting plate is positioned at the rear end of described gripper shoe, and the gripper shoe of limiting plate, supporter and the frame of construction formwork surround retaining groove, and back cord puts into described retaining groove.
Each technical characteristic of above-mentioned disclosure is not limited to that disclosed with combination that is further feature, other combination that those skilled in the art also can carry out between each technical characteristic according to the object of invention, is as the criterion with the object realizing the present invention.
Claims (6)
1. integrated casting steel framework plastic building template system, is characterized in that, comprising:
Wall form, roof plate template, described wall form and roof plate template include the Form board frame, plastic front board and the backing strip that surround rectangle; Described plastic front board is fixed on the side of Form board frame, and described backing strip is connected with described Form board frame, for support shuttering frame; Described Form board frame is provided with connecting hole;
Angle mould, described angle mould comprises muscle in angle mould panel, angle mould frame and angle mould;
Angle mould corner, described angle mould corner, for connecting adjacent angle mould, forms joint;
Early tear beam open, tear beam open described morning and comprise beam column and hook, described hook is arranged on the two ends of beam column;
Early dismantling head, described early dismantling head is used for supporting and connects early tears beam open;
Back cord, described back cord comprises two square steel pipes, is welded to connect between parallel square steel pipe by muscle in the connection at interval;
Back cord connector, for being connected to wall form or roof plate template by back cord;
Bracing members, adjustable steel support is made up of upper and lower top board, outer tube, interior pipe, adjustable nut, latch and folding tripod; Interior pipe is by latch support in outer tube upper end, and adjusting nut realizes bracing members height fine adjusting function; Tripod be used for supporting steel support;
Bracing members connector: bracing members connector is made up of support body, locking member, for connecting into entirety by different bracing members;
Through-wall bolt; For inner formword and the exterior sheathing of connecting wall template;
Connecting pin, described connecting pin is used for connecting adjacent template by the connecting hole of Form board frame.
2. integrated casting steel framework plastic building template system according to claim 1, is characterized in that, described plastic front board comprises the epidermal area, enhancement layer, sandwich layer, enhancement layer, the epidermal area that connect successively; Described enhancement layer is glass fiber reinforcement felt; Described sandwich layer is glass fiber reinforcement thermoplastic resin.
3. integrated casting steel framework plastic building template system according to claim 1, is characterized in that, the cross section of described angle mould frame is L shape, and angle mould panel is fixed on two lateral surfaces of angle mould frame, and in angle mould, muscle is supported on the medial surface of angle mould frame.
4. integrated casting steel framework plastic building template system according to claim 1, it is characterized in that, described angle mould corner is cuboid or cube-shaped, and a corner of angle mould corner has cube-shaped indent, and three faces of interior recess are provided with angle mould corner panel.
5. integrated casting steel framework plastic building template system according to claim 1, it is characterized in that, described early dismantling head comprises the supporting pin, the first gripper shoe, the second gripper shoe, the banking stop that are fixedly connected sequentially from the bottom to top, and upper plate and lower roof plate are separately fixed at the top and bottom of supporting pin; The hook of beam is early torn in the gap formed between banking stop and supporting pin open for installing.
6. integrated casting steel framework plastic building template system according to claim 1, is characterized in that, described wall form specification is 2400mm × 600mm, 2400mm × 350mm, 2400mm × 450mm tri-kinds of specifications; Roof plate template specification is 1200mm × 600mm, 990mm × 600mm, 1200mm × 400mm tri-kinds of specifications.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510630398.1A CN105239770B (en) | 2015-09-29 | 2015-09-29 | Integrated casting steel framework plastic building template system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510630398.1A CN105239770B (en) | 2015-09-29 | 2015-09-29 | Integrated casting steel framework plastic building template system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105239770A true CN105239770A (en) | 2016-01-13 |
| CN105239770B CN105239770B (en) | 2017-10-31 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510630398.1A Expired - Fee Related CN105239770B (en) | 2015-09-29 | 2015-09-29 | Integrated casting steel framework plastic building template system |
Country Status (1)
| Country | Link |
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| CN (1) | CN105239770B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107090974A (en) * | 2017-07-03 | 2017-08-25 | 北京城建六建设集团有限公司 | A kind of top plate Quick Release support system and its construction method |
| CN107386635A (en) * | 2017-09-07 | 2017-11-24 | 赵吉波 | Building slab and girder is poured with rapid-assembling/disassembling template rack device |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008195053A (en) * | 2007-02-15 | 2008-08-28 | Suzuki Kaiji | Aggregate expression uneven finishing method of exposed concrete |
| CN201420392Y (en) * | 2009-04-29 | 2010-03-10 | 上海克朗宁技术设备有限公司 | Convex column welding type building template |
| JP5483169B2 (en) * | 2009-07-27 | 2014-05-07 | 尊 石川 | Concrete formwork |
| CN203856195U (en) * | 2014-04-11 | 2014-10-01 | 哈尔滨金剑桥绿色建筑技术有限公司 | Building template system used for early dismantling system |
| CN104775611B (en) * | 2015-04-13 | 2016-09-07 | 河北润林新材料科技有限公司 | Integration concreting plastic formwork |
-
2015
- 2015-09-29 CN CN201510630398.1A patent/CN105239770B/en not_active Expired - Fee Related
Non-Patent Citations (1)
| Title |
|---|
| 韩轩: "《模板工快速入门》", 31 January 2009 * |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107090974A (en) * | 2017-07-03 | 2017-08-25 | 北京城建六建设集团有限公司 | A kind of top plate Quick Release support system and its construction method |
| CN107090974B (en) * | 2017-07-03 | 2023-09-05 | 北京城建六建设集团有限公司 | Roof quick-release supporting system and construction method thereof |
| CN107386635A (en) * | 2017-09-07 | 2017-11-24 | 赵吉波 | Building slab and girder is poured with rapid-assembling/disassembling template rack device |
| CN107386635B (en) * | 2017-09-07 | 2019-07-30 | 赵吉波 | Building slab and girder is poured with rapid-assembling/disassembling template rack device |
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| Publication number | Publication date |
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| CN105239770B (en) | 2017-10-31 |
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Granted publication date: 20171031 Termination date: 20200929 |