CN205840311U - A kind of curved wall template system - Google Patents
A kind of curved wall template system Download PDFInfo
- Publication number
- CN205840311U CN205840311U CN201620576398.8U CN201620576398U CN205840311U CN 205840311 U CN205840311 U CN 205840311U CN 201620576398 U CN201620576398 U CN 201620576398U CN 205840311 U CN205840311 U CN 205840311U
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- flitch
- back cord
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- section steel
- overlay film
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Abstract
The utility model discloses a kind of curved wall template system, template system is made up of modular unit, and modular unit includes: overlay film multi-layer sheet；Flitch time back cord；The sizing main back cord of channel-section steel, the sizing main back cord of channel-section steel is the arcuate structure adaptive with curved wall；Flitch connects reinforcing bar, and flitch connects reinforcing bar through described flitch time back cord；Vertical reinforcement, flitch is connected reinforcing bar and is connected in series by described vertical reinforcement；Horizontal reinforcement, one end of described horizontal reinforcement is connected reinforcement welding and connects with flitch, and the other end is welded to connect with the sizing main back cord of channel-section steel；Connecting assembly, described connection assembly is for connecting adjacent modular unit；Suspension ring, described suspension ring are welded on the main back cord of described channel-section steel.This utility model can effectively solve the problem that formwork edge joint position spillage during arc or special-shaped wall body construction, faulting of slab ends and the coarse problem of body of wall radian molding, and compared with conventional template system, after concreting, presentation quality is good, and molding radian is accurate.
Description
Technical field
This utility model belongs to the form work engineering technical field in construction, particularly relates to a kind of curved wall template
System.
Background technology
Along with economy, the fast development of technology, the building of Mechanical Builds complexity gets more and more, and arc or abnormity body of wall are being built
Build proportion in construction increasing.Conventional arched or abnormity wall form mostly are to dissipate spells plank sheathing, but dissipates spelling plank sheathing and exist
There is many defects and deficiency in arc or special-shaped wall body construction.
Traditional scattered spelling plank sheathing when arc or special-shaped wall body construction, body of wall molding radian inaccuracy, affect body of wall matter
Amount.The problem that there is also formwork edge joint position spillage faulting of slab ends in plank sheathing construction is spelled additionally, dissipate.
Utility model content
The purpose of this utility model is to provide a kind of curved wall template system.
To achieve these goals, this utility model provides a kind of curved wall template system, and described template system is by mould
Slab element is constituted, and modular unit includes:
Overlay film multi-layer sheet, described overlay film multi-layer sheet is rectangular configuration；Overlay film multi-layer sheet includes top margin, base, first side
And second side；
Flitch time back cord, described flitch time back cord one side multiple-plate with described overlay film is fixing to be connected, adjacent flitch
Between secondary back cord arranged in parallel, and flitch time back cord side multiple-plate with overlay film is parallel；Close on overlay film multi-layer sheet
The flitch of the one side time outwardly first side of back cord forms female mouth, closes on the flitch time back cord of overlay film multi-layer sheet second side
It is inwardly recessed formation rim of the mouth, second side；
The sizing main back cord of channel-section steel, the described main back cord of sizing channel-section steel is the arcuate structure adaptive with curved wall；
Flitch connects reinforcing bar, and it is the arcuate structure adaptive with curved wall that described flitch connects reinforcing bar, and flitch connects reinforcing bar
Through described flitch time back cord；And on described flitch time back cord, interval arranges flitch connection reinforcing bar, and adjacent flitch connects
It is parallel to each other between reinforcing bar；
Vertical reinforcement, flitch is connected reinforcing bar and is connected in series by described vertical reinforcement；
Horizontal reinforcement, one end of described horizontal reinforcement is connected reinforcement welding and connects with flitch, the other end and sizing channel-section steel master
Back cord is welded to connect；
Connecting assembly, described connection assembly is for connecting adjacent modular unit；
Suspension ring, described suspension ring are welded on the main back cord of described channel-section steel.
Curved wall template system according to claim 1, it is characterised in that described connection assembly includes: base,
Described base is welded on the end of the sizing main back cord of channel-section steel；Sleeve, described sleeve weld is on described base；Screw arbor with nut at both-ends, institute
State Screw arbor with nut at both-ends through described sleeve；Nut, described nut is connected to the end of described Screw arbor with nut at both-ends.
This utility model curved wall as above template system, further, the joint location of flitch time back cord utilizes
Overlay film multi-layer sheet and nail are attached fixing.
This utility model curved wall as above template system, further, the described main back cord of sizing channel-section steel utilizes double
Channel-section steel notch is welded relatively.
The beneficial effects of the utility model are:
In this utility model, flitch time back cord and the overlay film multi-layer sheet ingehious design by structure, without increasing other
In the case of particular component, define rim of the mouth and the structure of female mouth, when modular unit splice, it is to avoid formwork edge joint position is leaked
The problem of slurry faulting of slab ends, body of wall good forming effect.
Owing to flitch time back cord is arranged according to the radian of the sizing main back cord of channel-section steel, overlay film multi-layer sheet is finally made to be formed and body of wall
The cambered surface that radian is consistent.And flitch connects reinforcing bar, horizontal reinforcement, vertical reinforcement one fixed system of formation, by the flitch time back of the body
Stupefied be connected to shape the main back cord of channel-section steel, due to the stability of structure, thus the multiple-plate cambered surface structure of overlay film will not install or
Concreting process deforms, it is ensured that curved wall molding effect.
This utility model easy construction, modular unit can integral hoisting, reduce taking tower crane and hang time, can shorten construct all
Phase, improve the turnover utilization rate of the materials such as template, save human and material resources, financial resources, energy-conserving and environment-protective.
Accompanying drawing explanation
By the detailed description made in conjunction with the following drawings, of the present utility model above-mentioned and/or other aspects and advantage will
Becoming more apparent upon and be easier to understand, these accompanying drawings the most schematically, are not limiting as this utility model, wherein:
Fig. 1 is this utility model curved wall modular unit schematic three dimensional views；
Fig. 2 is shape in this utility model channel-section steel back cord and flitch time back cord connection diagram；
Fig. 3 is flitch time back cord joint connection diagram in this utility model；
Fig. 4 is two adjacent modular unit splicing floor map in this utility model；
Fig. 5 is that in this utility model, curved wall template system installs generalized section；
Fig. 6-1 and 6-2 is that in this utility model, flitch time back cord is connected node schematic diagram with the sizing main back cord of channel-section steel；
Fig. 7 is lift hook position schematic diagram in this utility model；
Fig. 8 is suspension hook scheme of installation in this utility model.
In accompanying drawing, the list of parts representated by each label is as follows:
1, flitch connects reinforcing bar, and 2, horizontal reinforcement, 3, suspension ring, 4, flitch time back cord, 5, the sizing main back cord of channel-section steel, 6, flitch
Connect node, 7, sleeve, 8, nut, 9, overlay film multi-layer sheet, 10, base, 11, body of wall, 12, rim of the mouth, 13, female mouth, 14, double steel pipe
Back cord, 15, chevron card, 16, Screw arbor with nut at both-ends, 17, nail, 18, vertical reinforcement.
Detailed description of the invention
Hereinafter, the embodiment of curved wall template system of the present utility model is described with reference to the accompanying drawings.
The embodiment recorded at this is specific detailed description of the invention of the present utility model, is used for illustrating of the present utility model
Design, is all explanatory and exemplary, should not be construed as this utility model embodiment and the limit of this utility model scope
System.In addition to the embodiment recorded at this, those skilled in the art can also be public based on the application claims and description institute
The content opened uses other technical scheme obvious, and these technical schemes include using doing the embodiment recorded at this
Go out the technical scheme of any obvious substitutions and modifications.
The accompanying drawing of this specification is schematic diagram, aids in illustrating design of the present utility model, it is schematically indicated each several part
Shape and mutual relation thereof.Note that the structure of each parts for the ease of clearly showing this utility model embodiment, respectively
Do not draw according to identical ratio between accompanying drawing.Identical reference marker is used for representing identical part.
Fig. 1 is this utility model curved wall modular unit schematic three dimensional views, and modular unit includes:
Overlay film multi-layer sheet 9, described overlay film multi-layer sheet 9 is rectangular configuration；Overlay film multi-layer sheet includes top margin, base, the first side
Limit and second side；
Flitch time back cord 4, described flitch time back cord 4 is fixing with the one side of described overlay film multi-layer sheet 9 to be connected, adjacent wood
Between degree back cord 4 arranged in parallel, and flitch time back cord 4 is parallel with the side of overlay film multi-layer sheet 9；Close on overlay film multilamellar
The flitch of the plate 9 first side time outwardly first side of back cord 4 forms female mouth 13, closes on overlay film multi-layer sheet 9 second side
Flitch time back cord 4 is inwardly recessed formation rim of the mouth, second side 12.Flitch time back cord and overlay film multi-layer sheet are set by the ingenious of structure
Meter, in the case of without increasing other particular component, defines rim of the mouth and the structure of female mouth, when modular unit splices, keeps away
The problem having exempted from formwork edge joint position spillage faulting of slab ends, body of wall good forming effect.
In a kind of specific embodiment, the joint location of flitch time back cord 4 utilizes overlay film multi-layer sheet and nail 17 to carry out even
Connect fixing.Fig. 3 shows that flitch connects node 6.
The sizing main back cord of channel-section steel 5, the described main back cord of sizing channel-section steel 5 is and the arcuate structure of curved wall 11 adaptation；One
Planting in specific embodiment, the described main back cord of sizing channel-section steel utilizes double flute steel tank mouth to be relatively welded.Fig. 2 shows sizing channel-section steel
Back cord and flitch time back cord annexation.Owing to flitch time back cord 4 is arranged according to the radian of the sizing main back cord of channel-section steel 5, finally make
Overlay film multi-layer sheet 9 forms the cambered surface consistent with body of wall radian, curved wall good forming effect, and size, radian are accurate, construction quality
Easy to control.
Shown in Fig. 6-1 and 6-2, the annexation of flitch dowel, vertical reinforcement and horizontal reinforcement is described.Flitch is even
Connecing reinforcing bar 1, described flitch connects reinforcing bar 1 and is and the arcuate structure of curved wall 11 adaptation, and flitch connects reinforcing bar 1 through described wood
Degree back cord 4；And interval arranges flitch and connects reinforcing bar 1 on described flitch time back cord 4, adjacent flitch connect reinforcing bar 1 it
Between be parallel to each other；
Vertical reinforcement 18, flitch is connected reinforcing bar 1 and is connected in series by described vertical reinforcement 18；
Horizontal reinforcement 2, one end of described horizontal reinforcement 2 is connected reinforcing bar 1 and is welded to connect with flitch, the other end and sizing channel-section steel
Main back cord 5 is welded to connect；Flitch connects reinforcing bar, horizontal reinforcement, vertical reinforcement one fixed system of formation, by flitch time back cord even
It is connected to the main back cord of channel-section steel of shaping, due to the stability of structure, so the multiple-plate cambered surface structure of overlay film will not installed or coagulation
Soil casting process deforms, it is ensured that curved wall molding effect.
Connecting assembly, described connection assembly is for connecting adjacent modular unit.
In a kind of specific embodiment, as shown in Figures 4 and 5, described connection assembly includes: base 10, and described base 10 welds
It is connected on the end of the sizing main back cord of channel-section steel 5；Sleeve 7, described sleeve 7 is welded on described base 10；Screw arbor with nut at both-ends 16, described right
Draw screw rod 16 through described sleeve 7；Nut 8, described nut 8 is connected to the end of described Screw arbor with nut at both-ends 16.
In a kind of specific embodiment, such as Fig. 7 with shown in 8, modular unit also includes that suspension ring 3, described suspension ring 3 are welded on
On the sizing main back cord of channel-section steel 5.
The application in concreting of the above-mentioned curved wall template system comprises the following steps:
Step 1: curved wall template system is carried out in-depth set according to curved wall size, radian characteristic in structure chart
Meter, and in-depth figure provides processing factory carry out channel-section steel main back cord processing of shaping；
Step 2: the sizing main back cord of channel-section steel is arranged in assembled operating platform；In a kind of specific embodiment, shape channel-section steel master
Back cord is arranged in assembled operating platform, wherein one centre-to-centre spacing structure finished surface distance of bottom together according to 450mm～550mm
For 150mm～250mm, 150mm～250mm at the bottom of the track pitch superstructure floor plate of the top one.
Step 3: flitch time back cord is perpendicular to channel-section steel main back cord arrangement of shaping, wood according to one spacing of 150mm～300mm
After side's connection reinforcing bar is according to body of wall bending curvature, through flitch time back cord, flitch time back cord being connected into entirety, vertical reinforcement is pressed
It is perpendicular to flitch according to 1000mm～1500mm spacing and connects steel bar arrangement, be connected reinforcing bar intersection location with flitch and be welded and fixed, water
Flat reinforcing bar is perpendicular to overlay film multi-layer sheet and places, and horizontal reinforcement one end is welded on the main back cord of channel-section steel, and the other end is welded on flitch even
Connect on reinforcing bar, the flitch time back cord back cord main with channel-section steel connecting into entirety is fixed, forms template framework；
Step 4: overlay film multi-layer sheet is fixed on flitch time back cord by nail；
Step 5: protrude flitch time back cord edge 45mm～55mm at position, rim of the mouth overlay film multi-layer sheet, at female mouth position flitch
Secondary back cord protrudes overlay film multi-layer sheet first side 10mm～20mm；
Step 6: weld base, welded sleeve on base outside the main back cord of channel-section steel；
Step 7: arrange split bolt hole on the modular unit after assembly completes, fixed slot is avoided in split bolt hole site
The main back cord of steel；
Step 8: the modular unit after assembly being completed is hoisted to walling body position to be poured, tower crane steel wire penetrating suspension ring；
Step 9: entered by double steel pipe back cords 14 and Screw arbor with nut at both-ends 16, chevron card 15, nut 8 after modular unit handling is in place
Row is fixing；In a kind of specific embodiment, double steel pipe back cords 14 are perpendicular to the sizing main back cord of channel-section steel 5 and arrange, chevron card 15 screens
On double steel pipe back cords 14, utilize Screw arbor with nut at both-ends 16, nut 8 by chevron card 15 corresponding for curved wall both sides and double steel pipe back cord
14 fixing connections.
Step 10: between adjacent forms unit, rim of the mouth is chimeric with female mouth, is attached by Screw arbor with nut at both-ends, nut.
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 combination between each technical characteristic can be carried out according to the purpose of utility model, be as the criterion realizing the purpose of this utility model.
Claims (4)
1. a curved wall template system, described template system is made up of modular unit, it is characterised in that modular unit bag
Include:
Overlay film multi-layer sheet, described overlay film multi-layer sheet is rectangular configuration；Overlay film multi-layer sheet includes top margin, base, first side and
Dual side-edge；
Flitch time back cord, described flitch time back cord one side multiple-plate with described overlay film is fixing to be connected, the adjacent flitch time back of the body
Between stupefied arranged in parallel, and flitch time back cord side multiple-plate with overlay film is parallel；Close on overlay film multi-layer sheet the first side
The flitch on the limit time outwardly first side of back cord forms female mouth, and the flitch time back cord closing on overlay film multi-layer sheet second side is inside
Formation rim of the mouth, recessed second side；
The sizing main back cord of channel-section steel, the described main back cord of sizing channel-section steel is the arcuate structure adaptive with curved wall；
Flitch connects reinforcing bar, and it is the arcuate structure adaptive with curved wall that described flitch connects reinforcing bar, and flitch connects reinforcing bar and passes
Described flitch time back cord；And on described flitch time back cord, interval arranges flitch connection reinforcing bar, and adjacent flitch connects reinforcing bar
Between be parallel to each other；
Vertical reinforcement, flitch is connected reinforcing bar and is connected in series by described vertical reinforcement；
Horizontal reinforcement, one end of described horizontal reinforcement is connected reinforcement welding and connects with flitch, the other end and the sizing main back cord of channel-section steel
It is welded to connect；
Connecting assembly, described connection assembly is for connecting adjacent modular unit；
Suspension ring, described suspension ring are welded on the main back cord of described channel-section steel.
Curved wall template system the most according to claim 1, it is characterised in that described connection assembly includes: base, institute
State base and be welded on the end of the sizing main back cord of channel-section steel；Sleeve, described sleeve weld is on described base；Screw arbor with nut at both-ends, described
Screw arbor with nut at both-ends passes described sleeve；Nut, described nut is connected to the end of described Screw arbor with nut at both-ends.
Curved wall template system the most according to claim 1 and 2, it is characterised in that the joint location of flitch time back cord
Overlay film multi-layer sheet and nail is utilized to be attached fixing.
Curved wall template system the most according to claim 3, it is characterised in that the described main back cord of sizing channel-section steel utilizes double
Channel-section steel notch is welded relatively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620576398.8U CN205840311U (en) | 2016-06-14 | 2016-06-14 | A kind of curved wall template system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620576398.8U CN205840311U (en) | 2016-06-14 | 2016-06-14 | A kind of curved wall template system |
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| CN205840311U true CN205840311U (en) | 2016-12-28 |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105937302A (en) * | 2016-06-14 | 2016-09-14 | 中建局集团第三建筑有限公司 | Formwork system for arc-shaped wall and application of formwork system to concrete pouring |
| CN106703400A (en) * | 2017-03-17 | 2017-05-24 | 中国电建集团河南工程公司 | Equal-diameter cylinder type bare concrete structure template system |
| CN107451358A (en) * | 2017-07-28 | 2017-12-08 | 成都智建新业建筑设计咨询有限公司 | A kind of building method of the curved wall based on BIM |
| CN108442689A (en) * | 2018-03-23 | 2018-08-24 | 中国十七冶集团有限公司 | One kind exempting from plaster curved surface concrete walls shaped steel back cord gang form and construction method |
| CN108951840A (en) * | 2018-08-08 | 2018-12-07 | 杭州江润科技有限公司 | Based on setting bracket single side formwork basement arc external wall construction method |
| CN109707157A (en) * | 2017-10-26 | 2019-05-03 | 孙阳 | The assemble method of the outer purlin component of tower |
| CN112049232A (en) * | 2020-07-21 | 2020-12-08 | 中建二局装饰工程有限公司 | Arc-shaped structure and construction method thereof |
| CN113293987A (en) * | 2021-04-27 | 2021-08-24 | 江苏盐城金达市政工程有限公司 | Construction method of shaped wood plywood for circular structures |
| CN113530222A (en) * | 2021-07-23 | 2021-10-22 | 中建一局华江建设有限公司 | Special-shaped column template |
-
2016
- 2016-06-14 CN CN201620576398.8U patent/CN205840311U/en active Active
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105937302A (en) * | 2016-06-14 | 2016-09-14 | 中建局集团第三建筑有限公司 | Formwork system for arc-shaped wall and application of formwork system to concrete pouring |
| CN106703400A (en) * | 2017-03-17 | 2017-05-24 | 中国电建集团河南工程公司 | Equal-diameter cylinder type bare concrete structure template system |
| CN107451358A (en) * | 2017-07-28 | 2017-12-08 | 成都智建新业建筑设计咨询有限公司 | A kind of building method of the curved wall based on BIM |
| CN109707157A (en) * | 2017-10-26 | 2019-05-03 | 孙阳 | The assemble method of the outer purlin component of tower |
| CN108442689A (en) * | 2018-03-23 | 2018-08-24 | 中国十七冶集团有限公司 | One kind exempting from plaster curved surface concrete walls shaped steel back cord gang form and construction method |
| CN108951840A (en) * | 2018-08-08 | 2018-12-07 | 杭州江润科技有限公司 | Based on setting bracket single side formwork basement arc external wall construction method |
| CN112049232A (en) * | 2020-07-21 | 2020-12-08 | 中建二局装饰工程有限公司 | Arc-shaped structure and construction method thereof |
| CN112049232B (en) * | 2020-07-21 | 2022-02-25 | 中建二局装饰工程有限公司 | Arc-shaped structure and construction method thereof |
| CN113293987A (en) * | 2021-04-27 | 2021-08-24 | 江苏盐城金达市政工程有限公司 | Construction method of shaped wood plywood for circular structures |
| CN113530222A (en) * | 2021-07-23 | 2021-10-22 | 中建一局华江建设有限公司 | Special-shaped column template |
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