CN206048459U - Can the shared template of the prefabricated concrete component of batch - Google Patents
Can the shared template of the prefabricated concrete component of batch Download PDFInfo
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- CN206048459U CN206048459U CN201620794924.8U CN201620794924U CN206048459U CN 206048459 U CN206048459 U CN 206048459U CN 201620794924 U CN201620794924 U CN 201620794924U CN 206048459 U CN206048459 U CN 206048459U
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- upright post
- supporting upright
- template
- concrete component
- crossbeam
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Abstract
This practicality discloses a kind of shared template of concrete component that can be prefabricated in batches, and which includes：Concrete component shares pattern plate bolster, the crossbeam I between the shared pattern plate bolster lateral support column I, supporting upright post II of concrete component；Crossbeam II between lateral support column III, supporting upright post IV；Template I between lateral support column I, supporting upright post II；Template II between laterally adjacent supporting upright post III, supporting upright post IV；Wood block filler being respectively arranged with crossbeam I, crossbeam II, the framework of steel reinforcement for treating mixed mud cast being provided with the cavity between template I, template II with wood block filler fixation, this practical beneficial effect is：After concreting reaches some strength after finishing, the shared pattern plate bolster of concrete component can be removed in advance, and the storage of beams of concrete original place is motionless, greatly speeds up the turnover of pattern board supporting system；The shared template system of concrete component greatlys save template number used, remarkable in economical benefits simultaneously.
Description
Technical field
This practicality is related to industry and residential construction area, and specially a kind of concrete component that can be prefabricated in batches shares template.
Background technology
Traditional building template system takes the mode of scene support to complete cast generally according to engineering ground physical condition,
Some shuttering supportings are fixed in the soft mound in scene, and construction precision is not high, easily occur running mould, spillage during concreting
Etc. phenomenon.And in construction technology, traditional template system needs substantial amounts of flitch, scaffold tube pouring as template system
Supporting member and each formwork structure during concrete is all independently formed, it is impossible to form the shared use of template between component；
In terms of site operation environment, the shuttering supporting component such as substantial amounts of flitch, scaffold tube makes building-site messy unbearably；Furthermore support
Structure or template versatility are poor, it is impossible to form unified modular structure part；
In sum, there is provided a kind of new building system and construction method, while improving the support pattern and purposes of template,
The drawbacks of constructing to solve traditional concrete exterior wall, it appears particularly important.
Utility model content
For the problems referred to above, this practicality provides a kind of shared template of concrete component that can be prefabricated in batches, its main technology
Scheme is as follows：
Concrete component that can be prefabricated in batches shares template, and which includes：
Least one set concrete component shares pattern plate bolster (1), and the shared pattern plate bolster (1) of the concrete component is including rectangular shape array
Supporting upright post I (11), supporting upright post II (12), supporting upright post III (13), supporting upright post IV (14), it is vertical in laterally adjacent supporting
A high position between post I (11), supporting upright post II (12) is connected as a single entity by dismountable tie-beam I (15), in laterally adjacent
A high position between supporting upright post III (13), supporting upright post IV (14) is connected as a single entity by dismountable tie-beam II (16), in perpendicular
One is linked as by dismountable triatic stay I (17) to the top between adjacent supporting upright post I (11), supporting upright post III (13)
Body, the top between of vertically-adjacent supporting upright post II (12), supporting upright post IV (14) pass through dismountable triatic stay II
(18) it is connected as a single entity, the shared pattern plate bolster (1) of the concrete component also includes：
At least one located at the crossbeam I (2) between laterally adjacent supporting upright post I (11), supporting upright post II (12)；
At least one located at the crossbeam II (3) between laterally adjacent supporting upright post III (13), supporting upright post IV (14)；
Template I (4) between laterally adjacent supporting upright post I (11), supporting upright post II (12)；
Template II (5) between laterally adjacent supporting upright post III (13), supporting upright post IV (14)；
Wherein, wood block filler (6) is respectively arranged with the crossbeam I (2), the beam body of crossbeam II (3), it is solid with wood block filler (6)
The framework of steel reinforcement (7) for treating mixed mud cast is provided with cavity between fixed template I (4), template II (5).
Further, the crossbeam I (2), crossbeam II (3) it is inclined arrangement and two ends respectively pass through rotatable member
(8) fixed, the rotatable member (8) includes stacker (81), pipe I (82) and pipe II (83), the stacker (81)
Installation side form inserting hook (811), away from the surface side of inserting hook (811) form inclined arrangement U-shaped holding groove I (812),
U-shaped holding groove II (813), the pipe I (82), pipe II (83) are individually fixed in crossbeam I (2), the bottom of II (3) side of crossbeam
Portion and respectively with U-shaped holding groove I (812), U-shaped holding groove II (813) coordinate fix.
Further, inserting hook (811) the correspondence position supporting upright post I (11), supporting upright post II (12), supporting are vertical
Post III (13), the side wall of supporting upright post IV (14) are formed for its insert eye in place.
Further, the concrete component shared pattern plate bolster (1) is transversely or to be vertically sequentially arranged in horizontal plane
Plural groups.
Further, the crossbeam I (2), crossbeam II (3) are the complex root being equally spaced.
Further, the triatic stay I (17), the bottom of II (18) side of triatic stay are respectively equipped with tenon post,
The tenon post correspondence position supporting upright post I (11), supporting upright post II (12), supporting upright post III (13), supporting upright post IV (14)
Top surface is respectively equipped with the mortise accessed for tenon post.
Further, the shared pattern plate bolster (1) of the concrete component is provided with reinforcement strut (9), reinforcement strut (9) tool
Have floor seat (91), support bar I (92) and a support bar II (93), the free end of the support bar I (92) respectively with supporting upright post I
(11), supporting upright post II (12), supporting upright post III (13), the top of supporting upright post IV (14) are fixed, the support bar II (93)
Free end respectively with supporting upright post I (11), supporting upright post II (12), supporting upright post III (13), supporting upright post IV (14) side
Wall is fixed.
The component of the shared template system of concrete component prefabricated in batches is fabricated by using high-performance cold-forming shapes, is provided with dexterity
Rotational structure, make easy installation and removal, height, spacing adjustment are flexible；Meanwhile, the construction weight of the shared pattern plate bolster of concrete component compared with
Gently, easily can assemble, it is not necessary to which large-scale plant equipment and more manpower, assembling speed are greatly improved；Concrete
Pour after finishing, after concrete reaches some strength, can form removal system in advance, and the storage of beams of concrete original place is motionless,
The turnover of pattern board supporting system is greatly speeded up, which also has the advantage that：
Advantage 1：As the shared pattern plate bolster of whole concrete component is cold-rolled forming section structure, utilization rate and common template system phase
Than having obtained further raising, while construction cost is substantially reduced；
Advantage 2：The component of shuttering supporting has tight flexible connected mode, and not only assembly operation is simple, and
Stabilized structure；
Advantage 3：Execute-in-place is good, and the shared pattern plate bolster of concrete component can be with rapid disassembling, due to the lightweight of it and can be real
Existing Fast Installation, engineering field need not use crane；
Advantage 4：It is high that support post is connected not only simple but also bonding strength with the ingenious self-locking of crossbeam；
Advantage 5：The structure that whole concrete component shares template system is made using prefabricated cold-forming shapes, and size is accurate,
Temporary support structure is done again without the need for scene, makes job site beautiful and clean；
Advantage 6：Entirely a mold process is completed in smooth place, has prevented high-altitude or other dangerous operation sides completely
Formula, the safety of construction are greatly improved；
Advantage 7：The shared template system of concrete component greatlys save template number used, economic benefit highly significant.
Description of the drawings
Fig. 1 is the structural representation of the shared pattern plate bolster of concrete component in embodiment；
Fig. 2 is the attachment structure schematic diagram of rotatable member and crossbeam I in embodiment；
Fig. 3 is the attachment structure schematic diagram of triatic stay II and supporting upright post II in embodiment；
Structural representations of the Fig. 4 for the shared pattern plate bolster combination of multigroup concrete component in embodiment after in place.
Specific embodiment
In order that this practical technological means, creation characteristic, reached purpose and effect are easy to understand, with reference to tool
Body is illustrated, and is expanded on further practical.
Referring to Fig. 1, Fig. 2 Fig. 3 and Fig. 4, concrete component that can be prefabricated in batches shares template, and which includes：Concrete component shares template
Frame 1, the shared pattern plate bolster 1 of concrete component include the supporting upright post I 11 of rectangular shape array, supporting upright post II 12, supporting upright post III
13rd, supporting upright post IV 14, the high position between laterally adjacent supporting upright post I 11, supporting upright post II 12 is by dismountable
Tie-beam I 15 is connected as a single entity, and the high position between laterally adjacent supporting upright post III 13, supporting upright post IV 14 is by detachable
Tie-beam II 16 be connected as a single entity, the top between of vertically-adjacent supporting upright post I 11, supporting upright post III 13 is by removable
The triatic stay I 17 for unloading is connected as a single entity, and the top between of vertically-adjacent supporting upright post II 12, supporting upright post IV 14 leads to
Cross dismountable triatic stay II 18 to be connected as a single entity, the shared pattern plate bolster 1 of concrete component also includes：It is vertical located at laterally adjacent supporting
Crossbeam I 2 between post I 11, supporting upright post II 12；Located at laterally adjacent supporting upright post III 13, supporting upright post IV 14 it
Between crossbeam II 3；Template I 4 between laterally adjacent supporting upright post I 11, supporting upright post II 12；Located at horizontal phase
Template II 5 between adjacent supporting upright post III 13, supporting upright post IV 14；Wherein, divide in crossbeam I 2, the beam body of crossbeam II 3
Wood block filler 6 is not provided with, the mounting structure of wood block filler 6 is：Wood block filler 6 and crossbeam I 2, II 3 contact surface molding " V " shape of crossbeam
Draw-in groove, " V " shape draw-in groove along crossbeam I 2, II 3 corner of crossbeam snap in after complete fix, fixed with wood block filler 6 by connected nail
Template I 4, be provided with the framework of steel reinforcement 7 for treating mixed mud cast in the cavity between template II 5, after concreting is finished,
After concrete reaches some strength, the shared pattern plate bolster of concrete component can be removed in advance, and the storage of beams of concrete original place is motionless, greatly greatly
The turnover of fast pattern board supporting system.
For the ease of quickly pulling down crossbeam I 2, crossbeam II 3 during form removal, referring to Fig. 2, further improve
It is：Crossbeam I 2, crossbeam II 3 it is inclined arrangement and two ends fixed by rotatable member 8 respectively, rotatable member 8 includes
Stacker 81, pipe I 82 and pipe II 83, the installation side of stacker 81 form inserting hook 811, away from the surface side of inserting hook 811
U-shaped holding groove I 812, the U-shaped holding groove II 813 of inclined arrangement are formed, pipe I 82, pipe II 83 are individually fixed in
Crossbeam I 2, the bottom of II 3 side of crossbeam and respectively with U-shaped holding groove I 812, U-shaped holding groove II 813 coordinate fix, form removal
During, wood block filler 6, then rotating beam I 2 and crossbeam II 3 respectively are removed first, now, crossbeam I 2 is connect with template I 4
Contact portion lighten gap after by easily dismantled from the shared template system of concrete component.
The mounting structure of rotatable member is described further below, referring to Fig. 2, the supporting of 811 correspondence position of inserting hook is vertical
Post I 11, supporting upright post II 12, supporting upright post III 13, the side wall of supporting upright post IV 14 are formed respectively in place to be inserted for which
Eye, completes the installation of rotatable member after inserting hook 811 accesses insert eye.
According to the length of precast concrete beam, further it is improved by, referring to Fig. 4, the concrete component in the present embodiment
Shared pattern plate bolster 1 can be interior two groups, three groups, four groups for being transversely sequentially arranged or multigroup of horizontal plane, according to precast concrete
Quantity, the shared pattern plate bolster 1 of the concrete component in the present embodiment is two groups, three groups, four groups be vertically sequentially arranged in horizontal plane
Or it is multigroup.
According to the thickness of precast concrete beam, further it is improved by, referring to Fig. 4, crossbeam I 2, crossbeam II 3 can
For two, three, four or many be equally spaced.
In order to the intensity for improving the shared pattern plate bolster 1 of concrete component it is simultaneously and easy to disassemble, referring to Fig. 3, triatic stay I 17, water
The bottom for supporting II 17 side of bar is respectively equipped with tenon post, tenon post correspondence position supporting upright post I 11, supporting upright post II 12, supporting
Column III 13, the top surface of supporting upright post IV 14 are respectively equipped with the mortise accessed for tenon post.
In order to improve the intensity of the shared pattern plate bolster 1 of concrete component, further it is improved by, concrete component shares pattern plate bolster 1
Reinforcement strut 9 is provided with, is strengthened strut 9 and be there is floor seat 91, support bar I 92 and support bar II 93, the freedom of support bar I 92
End is fixed with the top of supporting upright post I 11, supporting upright post II 12, supporting upright post III 13, supporting upright post IV 14 respectively, supports
The free end difference supporting upright post I 11 of bar II 93, supporting upright post II 12, supporting upright post III 13, the side of supporting upright post IV 14
Wall is fixed, used as preferred, free end and supporting upright post I 11, supporting upright post II 12, the supporting upright post III of support bar I 92
13rd, can be connected by the structure of tenon post, mortise between the top of supporting upright post IV 14, the free end of support bar II 93 with
Supporting upright post I 11, supporting upright post II 12, supporting upright post III 13, supporting upright post IV 14 side wall can the company of being bolted
Connect.
Below only in one embodiment illustrating this practical mentality of designing, in the case where system is allowed, this reality
With expanding to while external more functional modules, so as to extend its function to greatest extent.
The above, is only this practical specific embodiment, but this practical protection domain is not limited thereto, any
The change or replacement expected without creative work, should all cover within this practical protection domain.Therefore, this practicality
The protection domain that protection domain should be limited by claims is defined.
Claims (7)
1. concrete component that can be prefabricated in batches shares template, it is characterised in which includes：
Least one set concrete component shares pattern plate bolster (1), supporting of the shared pattern plate bolster (1) of the concrete component including rectangular shape array
Column I (11), supporting upright post II (12), supporting upright post III (13), supporting upright post IV (14), in laterally adjacent supporting upright post I
(11), the high position between supporting upright post II (12) is connected as a single entity by dismountable tie-beam I (15), in laterally adjacent supporting
A high position between column III (13), supporting upright post IV (14) is connected as a single entity by dismountable tie-beam II (16), in vertical phase
Top between adjacent supporting upright post I (11), supporting upright post III (13) is connected as a single entity by dismountable triatic stay I (17),
Top between of vertically-adjacent supporting upright post II (12), supporting upright post IV (14) passes through dismountable triatic stay II (18)
It is connected as a single entity, the shared pattern plate bolster (1) of the concrete component also includes：
At least one located at the crossbeam I (2) between laterally adjacent supporting upright post I (11), supporting upright post II (12)；
At least one located at the crossbeam II (3) between laterally adjacent supporting upright post III (13), supporting upright post IV (14)；
Template I (4) between laterally adjacent supporting upright post I (11), supporting upright post II (12)；
Template II (5) between laterally adjacent supporting upright post III (13), supporting upright post IV (14)；
Wherein, wood block filler (6) is respectively arranged with the crossbeam I (2), the beam body of crossbeam II (3), fixed with wood block filler (6)
The framework of steel reinforcement (7) for treating mixed mud cast is provided with cavity between template I (4), template II (5).
2. concrete component that can be prefabricated in batches according to claim 1 shares template, it is characterised in that the crossbeam I (2),
Crossbeam II (3) it is inclined arrangement and two ends respectively by rotatable member (8) fixation, the rotatable member (8) is including undertaking
Seat (81), pipe I (82) and pipe II (83), the installation side of the stacker (81) forms inserting hook (811), away from inserting hook
(811) surface side forms the U-shaped holding groove I (812) of inclined arrangement, U-shaped holding groove II (813), the pipe I (82),
Pipe II (83) be individually fixed in crossbeam I (2), the bottom of II (3) side of crossbeam and respectively with U-shaped holding groove I (812), U-shaped hold
Access slot II (813) coordinates fixing.
3. concrete component that can be prefabricated in batches according to claim 2 shares template, it is characterised in that the inserting hook (811)
Correspondence position supporting upright post I (11), supporting upright post II (12), supporting upright post III (13), the side wall molding of supporting upright post IV (14)
Have for its insert eye in place.
4. concrete component that can be prefabricated in batches according to claim 1 shares template, it is characterised in that the concrete component is shared
Pattern plate bolster (1) is the plural groups that transversely or are vertically sequentially arranged in horizontal plane.
5. concrete component that can be prefabricated in batches according to claim 1 shares template, it is characterised in that the crossbeam I (2),
Crossbeam II (3) is the complex root being equally spaced.
6. concrete component that can be prefabricated in batches according to claim 1 shares template, it is characterised in that the triatic stay I
(17), the bottom of II (18) side of triatic stay is respectively equipped with tenon post, the tenon post correspondence position supporting upright post I (11), supporting
Column II (12), supporting upright post III (13), the top surface of supporting upright post IV (14) are respectively equipped with the mortise accessed for tenon post.
7. concrete component that can be prefabricated in batches according to claim 1 shares template, it is characterised in that the concrete component is shared
Pattern plate bolster (1) is provided with reinforcement strut (9), and reinforcement strut (9) is with floor seat (91), support bar I (92) and support bar II
(93), the free end of the support bar I (92) respectively with supporting upright post I (11), supporting upright post II (12), supporting upright post III
(13), the top of supporting upright post IV (14) is fixed, the free end of the support bar II (93) respectively with supporting upright post I (11),
Hold column II (12), supporting upright post III (13), the side wall of supporting upright post IV (14) to fix.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620794924.8U CN206048459U (en) | 2016-07-27 | 2016-07-27 | Can the shared template of the prefabricated concrete component of batch |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620794924.8U CN206048459U (en) | 2016-07-27 | 2016-07-27 | Can the shared template of the prefabricated concrete component of batch |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206048459U true CN206048459U (en) | 2017-03-29 |
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ID=58376717
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620794924.8U Withdrawn - After Issue CN206048459U (en) | 2016-07-27 | 2016-07-27 | Can the shared template of the prefabricated concrete component of batch |
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| CN (1) | CN206048459U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106142301A (en) * | 2016-07-27 | 2016-11-23 | 上海欧本钢结构有限公司 | Template system shared by the prefabricated concrete component of a kind of batch |
-
2016
- 2016-07-27 CN CN201620794924.8U patent/CN206048459U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106142301A (en) * | 2016-07-27 | 2016-11-23 | 上海欧本钢结构有限公司 | Template system shared by the prefabricated concrete component of a kind of batch |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170329 Effective date of abandoning: 20190101 |
|
| AV01 | Patent right actively abandoned |