CN106142301B - A kind of shared template system of the concrete component that batch is prefabricated - Google Patents
A kind of shared template system of the concrete component that batch is prefabricated Download PDFInfo
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- CN106142301B CN106142301B CN201610596523.6A CN201610596523A CN106142301B CN 106142301 B CN106142301 B CN 106142301B CN 201610596523 A CN201610596523 A CN 201610596523A CN 106142301 B CN106142301 B CN 106142301B
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- upright post
- supporting upright
- crossbeam
- template
- concrete component
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Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0029—Moulds or moulding surfaces not covered by B28B7/0058 - B28B7/36 and B28B7/40 - B28B7/465, e.g. moulds assembled from several parts
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/24—Unitary mould structures with a plurality of moulding spaces, e.g. moulds divided into multiple moulding spaces by integratable partitions, mould part structures providing a number of moulding spaces in mutual co-operation
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- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
The invention discloses a kind of concrete components that batch is prefabricated to share template system comprising: concrete component shares pattern plate bolster, shares the crossbeam I between pattern plate bolster lateral support column I, supporting upright post II set on 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 is respectively arranged on crossbeam I, crossbeam II, the framework of steel reinforcement being poured to mixed mud is equipped in cavity with wood block filler between fixed template I, template II, the beneficial effects of the present invention are: after reaching some strength after concreting, concrete component can be removed in advance shares pattern plate bolster, and the storage of beams of concrete original place is motionless, greatly speeds up the turnover of pattern board supporting system；Template number used, remarkable in economical benefits is greatly saved in the shared template system of concrete component simultaneously.
Description
Technical field
The present invention relates to industry and residential construction area, specially a kind of concrete component that batch is prefabricated to share template system.
Background technique
The mode that traditional building template system takes scene to support generally according to engineering ground physical condition is completed to be poured,
In the fixed soft mound on site of some shuttering supportings, construction precision is not high, and when concreting, which is easy to appear, runs mould, spillage
Phenomena such as.And in construction technology, traditional template system needs a large amount of flitch, scaffold tube is poured as template system
Supporting member and each formwork structure when concrete are all independently formed, and the template that can not be formed between component is shared to be used；
In terms of site operation environment, the shuttering supportings component such as a large amount of flitch, scaffold tube makes building-site is messy can't bear；Furthermore it supports
Structure or template versatility are poor, can not form unified modular structure part；
In conclusion providing a kind of new building system and construction method, while the support pattern and purposes of template are improved,
The drawbacks of to solve traditional concrete exterior wall construction, it appears particularly important.
Summary of the invention
In view of the above-mentioned problems, the present invention provides a kind of concrete components that batch is prefabricated to share template system, main skill
Art scheme is as follows:
A kind of shared template system of the concrete component that batch is prefabricated comprising:
At least one set of concrete component shares pattern plate bolster (1), and it includes rectangular array that the concrete component, which shares pattern plate bolster (1),
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 bearing
A high position between column I (11), supporting upright post II (12) is linked together by dismountable attachment beam I (15), in laterally adjacent
A high position between supporting upright post III (13), supporting upright post IV (14) is linked together by dismountable attachment 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 linked together, the concrete component shares pattern plate bolster (1) further include:
At least one is set to the crossbeam I (2) between laterally adjacent supporting upright post I (11), supporting upright post II (12)；
At least one is set to 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, the crossbeam I (2), crossbeam II (3) beam body on be respectively arranged with wood block filler (6), it is solid with wood block filler (6)
The framework of steel reinforcement (7) being poured to mixed mud is equipped in cavity between fixed template I (4), template II (5).
Further, the crossbeam I (2), the inclined arrangement of crossbeam II (3) and both ends pass through rotatable member respectively
(8) fixed, the rotatable member (8) includes stacker (81), round tube I (82) and round tube II (83), the stacker (81)
Installation side form inserting hook (811), away from inserting hook (811) surface side form inclined arrangement U-shaped holding groove I (812),
U-shaped holding groove II (813), the round tube I (82), round tube II (83) are individually fixed in the bottom of crossbeam I (2), crossbeam II (3) end side
Portion and respectively with U-shaped holding groove I (812), U-shaped holding groove II (813) cooperation fix.
Further, inserting hook (811) the corresponding position supporting upright post I (11), supporting upright post II (12), bearing are vertical
Column III (13), supporting upright post IV (14) side wall form for its insert eye in place.
Further, it is to be sequentially arranged along the horizontal or vertical in horizontal plane that the concrete component, which shares pattern plate bolster (1),
Plural groups.
Further, the crossbeam I (2), crossbeam II (3) are the complex root being equally spaced.
Further, the triatic stay I (17), triatic stay II (18) end side bottom be respectively equipped with tenon column,
The tenon column corresponding 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 for the access of tenon column.
Further, the concrete component, which is shared pattern plate bolster (1) and is equipped with, reinforces strut (9), reinforcement strut (9) tool
Have floor seat (91), support rod I (92) and a support rod II (93), the free end of the support rod I (92) respectively with supporting upright post I
(11), supporting upright post II (12), supporting upright post III (13), supporting upright post IV (14) top fix, the support rod II (93)
The free end side with supporting upright post I (11), supporting upright post II (12), supporting upright post III (13), supporting upright post IV (14) respectively
Wall is fixed.
The component that prefabricated concrete component shares template system in batches is fabricated using high-performance cold-forming shapes, is equipped with dexterity
Rotational structure, make easy for assemble or unload, height, spacing adjustment are flexible；Meanwhile concrete component share pattern plate bolster construction weight compared with
Gently, it can easily assemble, not need large-scale mechanical equipment and more manpower, assembling speed and greatly improve；Concrete
After pouring, after concrete reaches some strength, can form removal system in advance, and the storage of beams of concrete original place is motionless,
The turnover for greatly speeding up pattern board supporting system, has the further advantage that
Advantage 1: sharing pattern plate bolster due to entire concrete component is cold-rolled forming section structure, utilization rate and common template system phase
Than having obtained further raising, while construction cost substantially reduces；
Advantage 2: the component of shuttering supporting has tight flexible connection type, and not only assembly operation is simple and easy, but also
Stabilized structure；
Advantage 3: field operation is good, and concrete component shares pattern plate bolster can be with rapid disassembling, due to the light-weight of it and can be real
Existing Fast Installation, engineering field is not needed using crane；
Advantage 4: not only simple but also bonding strength is high for the ingenious self-locking connection of support post and crossbeam；
Advantage 5: the structure that entire concrete component shares template system is all made of prefabricated cold-forming shapes and is made, and size is accurate,
Temporary support structure is done again without scene, keeps construction site beautiful and clean；
Advantage 6: entire branch mold process is completed in smooth place, has prevented high-altitude or other dangerous operation sides completely
The safety of formula, construction greatly improves；
Advantage 7: concrete component shares template system and template number used, economic benefit highly significant is greatly saved.
Detailed description of the invention
Fig. 1 is the structural schematic diagram that concrete component shares pattern plate bolster 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；
Fig. 4 is the structural schematic diagram that multiple groups concrete component shares after pattern plate bolster combination in place in embodiment.
Specific embodiment
In order to make the technical means, creative features, achievement of purpose and effectiveness of the invention easy to understand, below with reference to tool
Body diagram, the present invention is further explained.
Referring to Fig. 1, Fig. 2 Fig. 3 and Fig. 4, a kind of shared template system of the concrete component that batch is prefabricated comprising: concrete component is total
Pattern plate bolster 1 is enjoyed, it is vertical that concrete component shares supporting upright post I 11, supporting upright post II 12, bearing that pattern plate bolster 1 includes rectangular array
Column III 13, supporting upright post IV 14, the high position between laterally adjacent supporting upright post I 11, supporting upright post II 12 pass through detachable
Attachment beam I 15 be linked together, the high position between laterally adjacent supporting upright post III 13, supporting upright post IV 14 passes through detachable
Attachment beam II 16 be linked together, the top between of vertically-adjacent supporting upright post I 11, supporting upright post III 13 passes through detachable
Triatic stay I 17 be linked together, the top between of vertically-adjacent supporting upright post II 12, supporting upright post IV 14 is by removable
The triatic stay II 18 unloaded is linked together, and concrete component shares pattern plate bolster 1 further include: set on laterally adjacent supporting upright post I 11, branch
Hold the crossbeam I 2 between column II 12；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；Set on laterally adjacent supporting upright post III
13, the template II 5 between supporting upright post IV 14；Wherein, it is respectively arranged with wood block filler 6 in the beam body of crossbeam I 2, crossbeam II 3, wood
The mounting structure of cushion block 6 are as follows: wood block filler 6 and crossbeam I 2, II 3 contact surface of crossbeam form " V " shape card slot, and " V " shape card slot is along crossbeam I
2, it completes to fix after II 3 corner of crossbeam is caught in, passes through the chamber between the fixed template I 4 of connected nail and wood block filler 6, template II 5
Being equipped with the framework of steel reinforcement 7 being poured to mixed mud in vivo, can be pre- after concrete reaches some strength after concreting
It first removes concrete component and shares pattern plate bolster, and the storage of beams of concrete original place is motionless, greatly speeds up the turnover of pattern board supporting system.
It is referring to fig. 2, further to improve for the ease of quickly removing crossbeam I 2, crossbeam II 3 during demoulding
In: the inclined arrangement of crossbeam I 2, crossbeam II 3 and both ends pass through that rotatable member 8 is fixed, and rotatable member 8 includes accepting respectively
Seat 81, round tube I 82 and round tube II 83, the installation side of stacker 81 form inserting hook 811, and the surface side away from inserting hook 811 forms
U-shaped holding groove I 812, the U-shaped holding groove II 813 of inclined arrangement, round tube I 82, round tube II 83 are individually fixed in crossbeam I 2, cross
The bottom of II 3 end side of beam and respectively with U-shaped holding groove I 812, U-shaped holding groove II 813 cooperation fix, during demoulding, tear open first
Except wood block filler 6, then rotating beam I 2 and crossbeam II 3 respectively, at this point, after crossbeam I 2 and the contact portion of template I 4 lighten gap
It easily shares in template system and is dismantled from concrete component.
The mounting structure of rotatable member is described further below, referring to fig. 2, the bearing of 811 corresponding position of inserting hook is vertical
Column I 11, supporting upright post II 12, supporting upright post III 13, supporting upright post IV 14 side wall be separately formed for its insert eye in place, to
Inserting hook 811 accesses after insert eye the installation for completing rotatable member.
According to the length of precast concrete beam, further improve is, referring to fig. 4, the concrete component in the present embodiment
Shared pattern plate bolster 1 can be two groups, three groups, four groups or multiple groups being transversely sequentially arranged in horizontal plane, according to precast concrete
Quantity, it is two groups, three groups, four groups be vertically sequentially arranged in horizontal plane that the concrete component in the present embodiment, which shares pattern plate bolster 1,
Or multiple groups.
According to the thickness of precast concrete beam, further improve is that referring to fig. 4, crossbeam I 2, crossbeam II 3 can be
Two, three, four or more be equally spaced.
In order to which the intensity for improving the shared pattern plate bolster 1 of concrete component is again easy to disassemble simultaneously, referring to Fig. 3, triatic stay I 17, water
The bottom for supporting II 17 end side of bar is respectively equipped with tenon column, and tenon column corresponding position supporting upright post I 11, supporting upright post II 12, bearing are vertical
Column III 13, supporting upright post IV 14 top surface be respectively equipped with for tenon column access mortise.
In order to improve the intensity that concrete component shares pattern plate bolster 1, further improve is that concrete component shares pattern plate bolster 1
Equipped with strut 9 is reinforced, reinforcing strut 9 has floor seat 91, support rod I 92 and support rod II 93, the free end point of support rod I 92
Top not with supporting upright post I 11, supporting upright post II 12, supporting upright post III 13, supporting upright post IV 14 is fixed, support rod II 93
Free end respectively supporting upright post I 11, supporting upright post II 12, supporting upright post III 13, supporting upright post IV 14 side wall fix, as excellent
Choosing, the free end of support rod I 92 and supporting upright post I 11, supporting upright post II 12, supporting upright post III 13, supporting upright post IV 14
It can be connected and fixed by tenon column, tenon the structure of the eye between top, the free end of support rod II 93 and supporting upright post I 11, bearing are stood
Column II 12, supporting upright post III 13, supporting upright post IV 14 side wall can be bolted to connection.
Only illustrate mentality of designing of the invention in one embodiment above, in the case where system allows, this hair
It is bright to be extended to while external more functional modules, to extend its function to greatest extent.
The above description is merely a specific embodiment, but scope of protection of the present invention is not limited thereto, any
The change or replacement expected without creative work, should be covered by the protection scope of the present invention.Therefore, of the invention
Protection scope should be determined by the scope of protection defined in the claims.
Claims (5)
1. a kind of concrete component that batch is prefabricated shares template system, characterized in that it comprises:
At least one set of concrete component shares pattern plate bolster (1), and the concrete component shares the bearing that pattern plate bolster (1) includes rectangular 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 linked together by dismountable attachment beam I (15), in laterally adjacent bearing
A high position between column III (13), supporting upright post IV (14) is linked together by dismountable attachment beam II (16), in vertical phase
Top between adjacent supporting upright post I (11), supporting upright post III (13) is linked together 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 linked together, the concrete component shares pattern plate bolster (1) further include:
At least one is set to the crossbeam I (2) between laterally adjacent supporting upright post I (11), supporting upright post II (12)；
At least one is set to 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, the crossbeam I (2), crossbeam II (3) beam body on be respectively arranged with wood block filler (6), it is fixed with wood block filler (6)
The framework of steel reinforcement (7) being poured to mixed mud is equipped in cavity between template I (4), template II (5)；The crossbeam I (2), crossbeam
The inclined arrangement in II (3) and both ends pass through rotatable member (8) respectively and fix, and the rotatable member (8) includes stacker
(81), the installation side of round tube I (82) and round tube II (83), the stacker (81) forms inserting hook (811), deviates from inserting hook
(811) surface side forms the U-shaped holding groove I (812) of inclined arrangement, U-shaped holding groove II (813), the round tube I (82),
Round tube II (83) be individually fixed in crossbeam I (2), the bottom of crossbeam II (3) end side and respectively with U-shaped holding groove I (812), U-shaped hold
Access slot II (813) cooperation fixes；Inserting hook (811) the corresponding position supporting upright post I (11), supporting upright post II (12), bearing are vertical
Column III (13), supporting upright post IV (14) side wall form for its insert eye in place.
2. a kind of prefabricated concrete component of batch according to claim 1 shares template system, which is characterized in that the concrete structure
It is the plural groups being sequentially arranged along the horizontal or vertical in horizontal plane that part, which shares pattern plate bolster (1),.
3. a kind of prefabricated concrete component of batch according to claim 1 shares template system, which is characterized in that the crossbeam
I (2), crossbeam II (3) are the complex root being equally spaced.
4. a kind of prefabricated concrete component of batch according to claim 1 shares template system, which is characterized in that the level
Strut I (17), triatic stay II (18) end side bottom be respectively equipped with tenon column, the tenon column corresponding position supporting upright post I (11),
Supporting upright post II (12), supporting upright post III (13), supporting upright post IV (14) top surface be respectively equipped with for tenon column access mortise.
5. a kind of prefabricated concrete component of batch according to claim 1 shares template system, which is characterized in that the concrete structure
Part, which is shared pattern plate bolster (1) and is equipped with, reinforces strut (9), and the reinforcement strut (9) has floor seat (91), support rod I (92) and branch
Strut II (93), the free end of the support rod I (92) respectively with supporting upright post I (11), supporting upright post II (12), supporting upright post
III (13), supporting upright post IV (14) top fix, the free end of the support rod II (93) respectively with supporting upright post I (11),
Supporting upright post II (12), supporting upright post III (13), supporting upright post IV (14) side wall fix.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610596523.6A CN106142301B (en) | 2016-07-27 | 2016-07-27 | A kind of shared template system of the concrete component that batch is prefabricated |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610596523.6A CN106142301B (en) | 2016-07-27 | 2016-07-27 | A kind of shared template system of the concrete component that batch is prefabricated |
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| Publication Number | Publication Date |
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| CN106142301A CN106142301A (en) | 2016-11-23 |
| CN106142301B true CN106142301B (en) | 2019-01-01 |
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Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109016093A (en) * | 2018-08-27 | 2018-12-18 | 泗县汉能诚信电气工程有限公司 | A kind of assembled wallboard formwork erection casting platform |
| CN110027093A (en) * | 2019-04-19 | 2019-07-19 | 锦萧建筑科技有限公司 | A kind of production technology of the composable mold and application of doubles the beam column composable mold |
| CN109910150A (en) * | 2019-04-19 | 2019-06-21 | 锦萧建筑科技有限公司 | A kind of doubles beam column composable mold |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN201850755U (en) * | 2010-09-13 | 2011-06-01 | 王亚运 | Movable formwork support system |
| CN204531396U (en) * | 2015-02-03 | 2015-08-05 | 梁苏珊 | Tear formula adjusting screw, device for quick-dismantling the morning of setting up for building support for shuttering open and use structure |
| CN204463684U (en) * | 2015-02-11 | 2015-07-08 | 杜德强 | Cone-shaped footing actual training device |
| CN206048459U (en) * | 2016-07-27 | 2017-03-29 | 上海欧本钢结构有限公司 | Can the shared template of the prefabricated concrete component of batch |
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