CN105239770B - Integrated casting steel framework plastic building template system - Google Patents
Integrated casting steel framework plastic building template system Download PDFInfo
- Publication number
- CN105239770B CN105239770B CN201510630398.1A CN201510630398A CN105239770B CN 105239770 B CN105239770 B CN 105239770B CN 201510630398 A CN201510630398 A CN 201510630398A CN 105239770 B CN105239770 B CN 105239770B
- Authority
- CN
- China
- Prior art keywords
- angle mould
- frame
- steel framework
- template
- casting steel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention discloses a kind of integrated casting steel framework plastic building template system, it includes wall form, top plate mould, angle mould, angle mould corner, early tears beam, early dismantling head back cord, back cord connector, bracing members, through-wall bolt and connecting pin open；The wall form and roof plate template include the Form board frame, plastic front board and backing strip for surrounding rectangle；The plastic front board is fixed on the side of Form board frame, and the backing strip is connected with the Form board frame, for support shuttering frame；The Form board frame is provided with connecting hole.Integrated casting steel framework plastic building template system of the present invention has the advantages that modularization, lightweight, highly versatile, formwork rigidity is good, plate face is smooth, it is high to be used in turn number of times.And solve the waste of material in existing construction, the low technical problem of efficiency of construction.
Description
Technical field
The invention belongs to mould plate technique field used in construction concreting, more particularly to a kind of integration
Pour into a mould steel framework plastic building template system.
Background technology
At this stage, China's template, scaffold application field are with energy-saving and emission-reduction, and low-carbon environment-friendly is developing direction, mechanization, work
Toolization, the batch production of supporting and building materials part, the development trend of housing industrialization.Low-carbon building is not single factor institute
Only to wake up material production, architectural design, the environmental consciousness of construction enterprises, taking necessary measure really to reduce
Energy resource consumption, reduces carbon emission, whole building industry could be promoted to walk low-carbon development.Now, China is in building structure construction
In equipped using building template as main concrete construction, dissipated substantially with to dissipate branch and be split into main construction method, it is difficult to adapt to work as
The architecture structure form that the present continues to develop, this research and development, conversion and extension process for being accomplished by strengthening to energy-saving building technology are instructed,
Conscientiously the ratio that new building performs Green energy-saving buildings standard is improved, the implementation quality and effect of green building demonstration project is lifted
Really.
The content of the invention
It is an object of the invention to provide a kind of integrated casting steel framework plastic building template system.
The technical scheme that the present invention solves above-mentioned technical problem is as follows：Integrated casting steel framework plastic building template system,
It includes：
Wall form, roof plate template, the wall form and roof plate template include Form board frame, the plastics for surrounding rectangle
Panel and backing strip；The plastic front board is fixed on the side of Form board frame, and the backing strip is connected with the Form board frame, for propping up
Support Form board frame；The Form board frame is provided with connecting hole；
Angle mould, the angle mould includes muscle in angle mould panel, angle mould frame and angle mould；
Angle mould corner, the angle mould corner is used to connect adjacent angle mould, forms joint；
Early tear beam open, the morning, which tears beam open, includes beam column and hook, the hook is arranged on the two ends of beam column；
Early dismantling head, the early dismantling head is used to support and connect early to tear beam open；
Back cord, the back cord includes between two square steel tubes, parallel square steel tube that muscle is welded to connect in the connection being spaced；
Back cord connector, for back cord to be connected into wall form or roof plate template；
Bracing members, adjustable steel support is made up of upper and lower top plate, outer tube, inner tube, adjustable nut, latch and folding tripod；
Inner tube is by latch support in outer tube upper end, and adjusting nut realizes bracing members height fine adjusting function；Tripod is used for supporting bracing members；
Bracing members connector：Bracing members connector is made up of support body, locking member, whole for different bracing members to be connected into
Body；
Through-wall bolt；Inner template and exterior sheathing for connecting wall template；
Connecting pin, the connecting pin is used to connect adjacent template by the connecting hole of Form board frame.
Integrated casting steel framework plastic building template system as described above of the invention, further, the plastic front board bag
Include the epidermis being sequentially connected, enhancement layer, sandwich layer, enhancement layer, epidermis；The enhancement layer is glass fiber reinforcement felt；It is described
Sandwich layer is glass fiber reinforcement thermoplastic resin.
Integrated casting steel framework plastic building template system as described above of the invention, further, the angle mould frame
Section is L-shaped, and angle mould panel is fixed on the medial surface that muscle in two lateral surfaces of angle mould frame, angle mould is supported on angle mould frame.
Integrated casting steel framework plastic building template system as described above of the invention, further, the angle mould corner is
Cuboid is 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.
Integrated casting steel framework plastic building template system as described above of the invention, further, the early dismantling head includes
Supporting pin, the first supporting plate, the second supporting plate, banking stop, upper plate and the lower roof plate being fixedly connected sequentially from the bottom to top；It is spacing
The gap formed between piece and supporting pin is used to install the early hook for tearing beam open.
Integrated casting steel framework plastic building template system as described above of the invention, further, the wall form rule
Lattice are 2400mm × 600mm, 2400mm × 350mm, tri- kinds of specifications of 2400mm × 450mm；Roof plate template specification be 1200mm ×
Tri- kinds of specifications of 600mm, 990mm × 600mm, 1200mm × 400mm.
The beneficial effects of the invention are as follows：Integrated casting steel framework plastic building template system has modularization, lightweight, logical
With property is strong, formwork rigidity is good, plate face is smooth, the advantage that to be used in turn number of times high.And solve the material in existing construction
Waste, the low technical problem of efficiency of construction.
Brief description of the drawings
By the detailed description made in conjunction with the following drawings, above-mentioned and/or other aspects of the invention and advantage will become
Become apparent from and be easier to understand, these accompanying drawings are schematical, are not intended to 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 tears the schematic perspective view of beam open for the morning of an embodiment of the present invention；
Fig. 8 tears the front view of beam open for the morning of an embodiment of the present invention；
Fig. 9 tears the left view of beam open for the morning 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：
1st, wall form, 11, Form board frame, 12, plastic front board, 121, epidermis, 122, enhancement layer, 123, sandwich layer, 13,
Backing strip, 14, connecting hole；
2nd, angle mould, 21, angle mould panel, 22, angle mould frame, 23, muscle in angle mould；
3rd, angle mould corner, 31, angle mould corner panel, 32, connecting plate；
4th, it is early to tear beam open, 41, beam column, 42, hook；
5th, early dismantling head, 51, supporting pin, the 52, first supporting plate, the 53, second supporting plate, 54, banking stop, 55, upper plate,
56th, lower roof plate；
6th, back cord connector, 61, bearing pin, 62, supporter, 621, supporting plate, 622, catch, 63, limiting plate.
Embodiment
Hereinafter, the implementation of the integrated casting steel framework plastic building template system of the present invention is described with reference to the accompanying drawings
Example.
The embodiment recorded herein is the specific embodiment of the present invention, the design for illustrating the present invention,
It is explanatory and exemplary, should not be construed as the limitation to embodiment of the present invention and the scope of the invention.Except what is recorded herein
Implement exception, those skilled in the art can also be based on the application claims and specification disclosure of that using aobvious
The other technical schemes being clear to, these technical schemes include any obvious using making for the embodiment to recording herein
The technical scheme of substitutions and modifications.
The accompanying drawing of this specification is schematic diagram, aids in illustrating the design of the present invention, it is schematically indicated the shape of each several part
And its correlation.It note that between the structure of each part for the ease of clearly showing the embodiment of the present invention, each accompanying drawing
Do not drawn according to identical ratio.Identical reference marker is used to represent identical part.
Integrated casting steel framework plastic building template system, it includes：
Wall form 1, roof plate template；As shown in Figure 1, Figure 2 and Figure 3, the wall form and roof plate template include enclosing
Rectangular Form board frame 11, plastic front board 12 and backing strip 13；The plastic front board is fixed on the side of Form board frame, the back of the body
Muscle is connected with the Form board frame, for support shuttering frame；The Form board frame is provided with connecting hole 14；
Angle mould 2, as shown in Figure 4 and Figure 5, the angle mould include muscle 23 in angle mould panel 21, angle mould frame 22 and angle mould；
Angle mould corner 3, the angle mould corner is used to connect adjacent angle mould 2, forms joint；
Early tear beam 4 open, as shown in Figure 7, Figure 8 and Figure 9, the morning, which tears beam open, includes beam column 41 and hook 42, and the hook 42 is pacified
Mounted in the two ends of beam column 41；
Early dismantling head 5, the early dismantling head 5 is used to support and connect early to tear beam 4 open；By tapping early dismantling head, roof plate template and morning
Tear crossbeam open with early dismantling head to fall, early tear open is realized with floor formation gap.
Back cord, the back cord includes between two square steel tubes, parallel square steel tube that muscle is welded to connect in the connection being spaced；
Back cord connector 6, for back cord to be connected into wall form 1 or roof plate template；
Bracing members, adjustable steel support is made up of upper and lower top plate, outer tube, inner tube, adjustable nut, latch and folding tripod；
Inner tube is by latch support in outer tube upper end, and adjusting nut realizes bracing members height fine adjusting function；Tripod is used for supporting bracing members;
Bracing members connector：Bracing members connector is made up of support body, locking member, whole for different bracing members to be connected into
Body；
Through-wall bolt；Inner template and exterior sheathing for connecting wall template；
Connecting pin, the connecting pin is used to connect adjacent template by the connecting hole of Form board frame.
It is as shown in figure 14, described in the integrated casting steel framework plastic building template system of the above embodiment of the present invention
Plastic front board 12 includes epidermis 121, enhancement layer 122, sandwich layer 123, enhancement layer 122, the epidermis 121 being sequentially connected；It is described
Enhancement layer is glass fiber reinforcement felt；The sandwich layer is glass fiber reinforcement thermoplastic resin.
In the integrated casting steel framework plastic building template system of the above embodiment of the present invention, the angle mould frame 2
Section is L-shaped, and angle mould panel 21 is fixed on muscle 23 in two lateral surfaces of angle mould frame 22, angle mould and is supported on angle mould frame 22
Medial surface.
In the integrated casting steel framework plastic building template system of the above embodiment of the present invention, as shown in fig. 6, the angle
Mould corner 3 is cuboid or cube-shaped, and a corner of angle mould corner has cube-shaped indent, three faces of interior recess
Provided with angle mould corner panel 31.Angle mould corner three faces adjacent with indent are provided with connecting plate 32, as shown in fig. 6, connecting plate
Provided with through hole corresponding with the end connecting plate of angle mould frame 2, angle mould corner and angle mould frame are bolted.
In the integrated casting steel framework plastic building template system of the above embodiment of the present invention, such as Figure 10 and Figure 11 institutes
Show, the early dismantling head includes supporting pin 51, the first supporting plate 52, the second supporting plate 53, the limit being fixedly connected sequentially from the bottom to top
Bit slice 54, upper plate 55 and lower roof plate 56 are separately fixed at the top and bottom of supporting pin 51；Shape between banking stop and supporting pin
Into gap be used to the early hook for tearing beam open be installed.
In the integrated casting steel framework plastic building template system of the above embodiment of the present invention, the wall form 1 is advised
Lattice are 2400mm × 600mm, 2400mm × 350mm, tri- kinds of specifications of 2400mm × 450mm；Roof plate template specification be 1200mm ×
Tri- kinds of specifications of 600mm, 990mm × 600mm, 1200mm × 400mm.
As shown in Figure 12 and Figure 13, the back cord connector 6 of an embodiment of the present invention is by bearing pin 61, supporter 62 and spacing
Plate 63 is constituted；Specifically：
Supporter, the supporter includes supporting plate 621 and catch 622；The catch is perpendicular to supporting plate；
Bearing pin is fixed on the top of support front edge of board, and catch is less than the bearing pin in the fixed position of supporting plate；Build mould
The frame of plate is stuck between the catch and bearing pin.Bearing pin, the bearing pin is fixed on the front end of supporter；Bearing pin is used to insert phase
Connecting hole on the frame of adjacent building template；The catch of connecting hole rear supports on bearing pin insertion frame blocks frame；
Limiting plate, the limiting plate surrounds gear with support body by integral forming, the frame of limiting plate, supporter and building template
Groove, back cord is put into the retaining groove.The limiting plate be located at the supporting plate rear end, limiting plate, the supporting plate of supporter and
The frame of building template surrounds retaining groove, and back cord is put into the retaining groove.
Each technical characteristic of above-mentioned disclosure is not limited to disclosed and further feature combination, and those skilled in the art are also
Other combinations between each technical characteristic can be carried out according to the purpose of invention, are defined by the purpose for realizing the present invention.
Claims (4)
1. integrated casting steel framework plastic building template system, it is characterised in that including：
Wall form, roof plate template, the wall form and roof plate template include Form board frame, the plastic front board for surrounding rectangle
And backing strip；The plastic front board is fixed on the side of Form board frame, and the backing strip is connected with the Form board frame, for branch hold mode
Edges of boards frame；The Form board frame is provided with connecting hole；
Angle mould, the angle mould includes muscle in angle mould panel, angle mould frame and angle mould；
Angle mould corner, the angle mould corner is used to connect adjacent angle mould, forms joint；
Early tear beam open, the morning, which tears beam open, includes beam column and hook, the hook is arranged on the two ends of beam column；
Early dismantling head, the early dismantling head is used to support and connect early to tear beam open；
Back cord, the back cord includes between two square steel tubes, parallel square steel tube that muscle is welded to connect in the connection being spaced；
Back cord connector, for back cord to be connected into wall form or roof plate template；
Bracing members, adjustable steel support is made up of upper and lower top plate, outer tube, inner tube, adjustable nut, latch and folding tripod；Inner tube
By latch support in outer tube upper end, adjusting nut realizes bracing members height fine adjusting function；Tripod is used for supporting bracing members；
Bracing members connector：Bracing members connector is made up of support body, locking member, for different bracing members to be connected into integral；
Through-wall bolt；Inner template and exterior sheathing for connecting wall template；
Connecting pin, the connecting pin is used to connect adjacent template by the connecting hole of Form board frame；
The plastic front board includes epidermis, enhancement layer, sandwich layer, enhancement layer, the epidermis being sequentially connected；The enhancement layer is glass
Glass fiber reinforcement felt；The sandwich layer is glass fiber reinforcement thermoplastic resin；
The wall form specification is 2400mm × 600mm, 2400mm × 350mm, tri- kinds of specifications of 2400mm × 450mm；Top plate
Template specification is 1200mm × 600mm, 990mm × 600mm, tri- kinds of specifications of 1200mm × 400mm.
2. integrated casting steel framework plastic building template system according to claim 1, it is characterised in that the angle mould side
The section of frame is L-shaped, and angle mould panel is fixed on the inner side that muscle in two lateral surfaces of angle mould frame, angle mould is supported on angle mould frame
Face.
3. integrated casting steel framework plastic building template system according to claim 1, it is characterised in that the angle mould turns
Angle 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.
4. integrated casting steel framework plastic building template system according to claim 1, it is characterised in that the early dismantling head
Including the supporting pin being fixedly connected sequentially from the bottom to top, the first supporting plate, the second supporting plate, banking stop, upper plate and lower roof plate
It is separately fixed at the top and bottom of supporting pin；The gap formed between banking stop and supporting pin is used to install the early extension for tearing beam open
Hook.
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 CN105239770A (en) | 2016-01-13 |
| CN105239770B true CN105239770B (en) | 2017-10-31 |
Family
ID=55037568
Family Applications (1)
| 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 |
|---|---|
| CN (1) | CN105239770B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN107386635B (en) * | 2017-09-07 | 2019-07-30 | 赵吉波 | Building slab and girder is poured with rapid-assembling/disassembling template rack device |
Citations (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 |
| CN104775611A (en) * | 2015-04-13 | 2015-07-15 | 河北润林新材料科技有限公司 | Integrated concrete pouring plastic formwork |
-
2015
- 2015-09-29 CN CN201510630398.1A patent/CN105239770B/en not_active Expired - Fee Related
Patent Citations (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 |
| CN104775611A (en) * | 2015-04-13 | 2015-07-15 | 河北润林新材料科技有限公司 | Integrated concrete pouring plastic formwork |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105239770A (en) | 2016-01-13 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102704684B (en) | Construction method for high-strength shaping combined template of plank frame of shear wall | |
| CN107268995A (en) | Cast template splices bridge plate and its application method | |
| CN204040458U (en) | A kind of aluminum template system aluminium extruded sections | |
| CN203188605U (en) | Building board capable of being spliced for rapid modeling, template rib, template and template structure | |
| CN102433958A (en) | Prefabricated wall board construction member | |
| CN105239770B (en) | Integrated casting steel framework plastic building template system | |
| CN105386538A (en) | CL composite concrete shear wall construction process | |
| CN206942138U (en) | Cast template splices bridge plate | |
| CN206953254U (en) | Shaped steel combination floor makes mould | |
| CN211691443U (en) | Cast-in-place construction formwork trolley for building infilled wall | |
| CN210342693U (en) | Outer wall integration composite insulation board consolidates support | |
| CN101089329B (en) | Assemblied polyvinyl chloride building engineering shuttering | |
| CN218091251U (en) | Prefabricated concrete slab and ridge wall combined assembled inner bay window | |
| CN216276904U (en) | Irregular polygon post formwork structure | |
| CN111005562A (en) | Method for sealing and processing opening of window of assembled laminated plate wall | |
| CN102926534B (en) | Detachable building formwork for hollow floor slab and ribbed floor slab | |
| CN103122690B (en) | Splicing building board for rapid modeling and template rib, template and template structure | |
| CN202644975U (en) | Structure for mounting full-steel large template at internal corner of shear wall | |
| CN201883679U (en) | Steel-frame strong-plasticity polypropylene (PP) plastic combined large template | |
| CN210173850U (en) | Window opening mold for prefabricated wall board | |
| CN108571065A (en) | The assembled steel tendon concrete frame structure of connector is connected to based on steel plate | |
| CN100476098C (en) | Formwork component for cast-in-situ concrete rib | |
| CN102817473B (en) | Hollow slab form used for building and construction method | |
| CN203188402U (en) | Supporting device for pouring shear wall | |
| CN207847151U (en) | The telescopic support device to cornice for installing exterior wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171031 Termination date: 20200929 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |