CN108104466A - Cast-in-place structural moulding integrated construction dedicated templates and mold method - Google Patents
Cast-in-place structural moulding integrated construction dedicated templates and mold method Download PDFInfo
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- CN108104466A CN108104466A CN201711358289.4A CN201711358289A CN108104466A CN 108104466 A CN108104466 A CN 108104466A CN 201711358289 A CN201711358289 A CN 201711358289A CN 108104466 A CN108104466 A CN 108104466A
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- shear wall
- lines
- brace
- cast
- template
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/06—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for stairs, steps, cornices, balconies, or other parts corbelled out of the wall
- E04G13/066—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for stairs, steps, cornices, balconies, or other parts corbelled out of the wall for overhangs
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention relates to a kind of cast-in-place structural moulding integrated construction dedicated templates and mold method, template is made of cast-in-place structural moulding integrated construction dedicated templates, lines template vertical supporting, lines template cross-brace with lines support node；Cast-in-place structural moulding integrated construction dedicated templates are supported by shear wall formwork system；While being supported by cast-in-place structural moulding integrated construction dedicated templates, another side supports moulding by shear wall；Shear wall formwork system is made of shear wall formwork shear wall split bolt, shear wall formwork cross-brace, shear wall formwork vertical supporting with shear wall formwork connecting node；Lines template vertical supporting intersects vertically with lines template cross-brace, and is connected by lines support node, and as the support of cast-in-place structural moulding integrated construction dedicated templates；The beneficial effects of the invention are as follows cast-in-place concrete lines formwork construction is facilitated, make lines straight, beautiful.
Description
Technical field
The present invention relates to cast-in-place structural moulding integrated construction dedicated templates and mold method, be for shear wall it is cast-in-place
Concrete decorative line item and the integrated construction of shear wall structure and design, belong to the realm of building construction.
Background technology
Building Trade in China is just in promoting standards design, batch production making, prefabricated construction, integration finishing, informationization
Management, intelligent Application, it is desirable that be converted into batch production by the 30% of the cast-in-place concrete structure in China in 10 years and make and assemble
Change construction, while realize integrated finishing；But how remaining 70% cast-in-place concrete structure carries out integrated finishing, but
It does not propose to be distinctly claimed；The moulding of cast-in-place concrete shear wall structure has using prefabricated installation and cast-in-place two kinds of installation；
Cast-in-place construction formwork difficulty is big, often leads to the problems such as lines are not straight, section is uneven, influences impression quality；It is provided by the invention
Cast-in-place structural moulding integrated construction dedicated templates can solve the problems, such as these, and can also solve cast-in-place shear wall knot
The integrated construction problem of the moulding of structure.
The content of the invention
To solve the above-mentioned problems, the present invention provides a kind of cast-in-place structural moulding integrated construction dedicated templates, existing
It is by cast-in-place structural moulding integrated construction dedicated templates, lines mould to pour structural ornament lines integrated construction dedicated templates
Plate vertical supporting, lines template cross-brace and lines support node composition；Cast-in-place structural moulding integrated construction is special
It is supported with template by shear wall formwork system；Moulding is while by cast-in-place structural moulding integrated construction die for special purpose
Plate supports, and another side is supported by shear wall；Shear wall formwork system is by shear wall formwork, shear wall split bolt, shear wall mould
Plate cross-brace, shear wall formwork vertical supporting and shear wall formwork connecting node composition；Lines template vertical supporting and line
Template cross-brace intersects vertically, and is connected by lines support node, and is applied as cast-in-place structural moulding integration
The support of work dedicated templates.
Cast-in-place structural moulding integrated construction dedicated templates are bent by plate, and preferential recommendation uses 1-
The steel plate of 1.5 millimeters thicks makes, and further, cast-in-place structural moulding integrated construction dedicated templates are erected at shear wall mould
The top of plate is supported by lines template vertical supporting and lines template cross-brace.
Lines template vertical supporting is link element, and preferential recommendation uses the steel pipe of 3-3.5 millimeters of wall thickness of 48 millimeters of diameter
It makes；Lines template vertical supporting is in vertical position, intersects vertically with lines template cross-brace, is connected with lines support node
It connects.
Lines template cross-brace is link element, and preferential recommendation uses the steel pipe of 3-3.5 millimeters of wall thickness of 48 millimeters of diameter
It makes；It in horizontal position, intersects vertically with lines template vertical supporting, is connected with lines support node.
Lines support node is the component of rat tail template vertical supporting and lines template cross-brace crosspoint, preferentially
Recommend the steel pipe right angle fastener made of cast steel or cast iron.
When shear wall formwork and shear wall formwork cross-brace branch are set to moulding position, shear wall formwork is carried out
The erection of formwork and shear wall formwork cross-brace, specific method are：
Lines template vertical supporting and lines template are first installed in the shear wall formwork cross-brace close to moulding position
Cross-brace, using right-angle coupler as shear wall formwork cross-brace and lines template vertical supporting, lines template is vertically propped up
Support and the connector of lines template cross-brace, make each lines template vertical supporting parallel with shear wall formwork vertical supporting, line
Template cross-brace is parallel with shear wall formwork cross-brace；
When the span of cast-in-place structural moulding integrated construction dedicated templates is not less than 4 meters, cast-in-place structural moulding one
Necessary arch camber during body application specific form formwork, spring quantum are 1/1000 ~ 3/1000, according to cast-in-place structural moulding one
Arch camber requirement when changing application specific form formwork calculates the position of each lines template cross-brace, when cast-in-place structural moulding
The span of integrated construction dedicated templates is when between 4-6 meters, and according to 1/1000 arch camber, cast-in-place structural moulding integration is applied
During 6-10 meters of the span of work dedicated templates, according to 1.5/1000 arch camber, cast-in-place structural moulding integrated construction dedicated templates
Span when being 10-12 meters according to 2/1000 arch camber, during more than 12 meters, according to 3/1000 arch camber, the purpose of arch camber is to work as coagulation
After the completion of soil pours, under the load action of concrete, make lines straight；After calculating springing height, existed with the method for measurement
It makes a mark on lines template vertical supporting；
According to position of the mark adjustment lines template cross-brace on lines template vertical supporting on lines template vertical supporting
It puts, and lines template cross-brace is fixedly arranged on lines template vertical supporting；
Cast-in-place structural moulding integrated construction dedicated templates are set up, check that cast-in-place structural moulding integrated construction is special
The absolute altitude of template, spring quantum, physical dimension, continue to install after correct relevant shear wall formwork, shear wall split bolt,
Shear wall formwork cross-brace, shear wall formwork vertical supporting and shear wall formwork connecting node；
Interim shear wall formwork, shear wall split bolt, shear wall formwork cross-brace, shear wall formwork vertical supporting with
Shear wall formwork connecting node installs after report associated field administrative staff check and accept and installs reinforcing bar, casting concrete.
The beneficial effects of the invention are as follows：Facilitate cast-in-place concrete lines formwork construction, make lines straight, beautiful.
Description of the drawings
The present invention is described in further detail in the following with reference to the drawings and specific embodiments.
Fig. 1 cast-in-place structural moulding integrated construction dedicated templates schematic diagrames.
In figure：1- cast-in-place structural moulding integrated construction dedicated templates；The integration of 11- cast-in-place structurals moulding
Application specific form;12- lines template vertical supportings;13- lines template cross-braces;14- lines support nodes;2- shear walls
Template system；21- shear wall formworks；22- shear wall split bolts；23- shear wall formwork cross-braces；24- shear wall formworks
Vertical supporting；25- shear wall formwork connecting nodes；3- mouldings；4- shear walls.
Specific embodiment
Embodiment
Certain engineering employs cast-in-place structural moulding integrated construction dedicated templates as shown in Figure 1, cast-in-place structural decorative thread
Integrated construction dedicated templates 1 are vertically propped up by cast-in-place structural moulding integrated construction dedicated templates 11, lines template
Support 12, lines template cross-brace 13 and lines support node 14 form；Cast-in-place structural moulding integrated construction is special
Template 1 is supported by shear wall formwork system 2；3 one side of moulding is special by cast-in-place structural moulding integrated construction
Template 1 supports, and another side is supported by shear wall 4；Shear wall formwork system 2 by shear wall formwork 21, shear wall split bolt 22,
Shear wall formwork cross-brace 23, shear wall formwork vertical supporting 24 and shear wall formwork connecting node 25 form；Lines mould
Plate vertical supporting 12 intersects vertically with lines template cross-brace 13, and is connected by lines support node 14, and as cast-in-place
The support of structural ornament lines integrated construction dedicated templates 11.
Cast-in-place structural moulding integrated construction dedicated templates 11 are bent by plate, using 1 millimeters thick
Steel plate makes, and cast-in-place structural moulding integrated construction dedicated templates 11 are erected at the top of shear wall formwork 21, by lines
Template vertical supporting 12 is supported with lines template cross-brace 13.
Lines template vertical supporting 12 is link element, using 48 millimeters of steel pipe manufacturing of diameter；Lines template is vertically propped up
Support 12 intersects vertically with lines template cross-brace 13, is connected with lines support node 14 in vertical position.
Lines template cross-brace 13 is link element, using 48 millimeters of steel pipe manufacturing of diameter；In horizontal position, with
Lines template vertical supporting 12 intersects vertically, and is connected with lines support node 14.
Lines support node 14 is the portion of rat tail template vertical supporting 12 and 13 crosspoint of lines template cross-brace
Part, preferential recommendation use steel pipe right angle fastener.
When shear wall formwork 21 and shear wall formwork cross-brace 23 are set to 3 position of moulding, shear wall is carried out
The formwork of template 21 and the erection of shear wall formwork cross-brace 23, specific method are：
Lines template vertical supporting 12 and lines are first installed in the shear wall formwork cross-brace 23 close to 3 position of moulding
Template cross-brace 13, using right-angle coupler as shear wall formwork cross-brace 23 and lines template vertical supporting 12, lines
Template vertical supporting 12 and the connector of lines template cross-brace 13, make each lines template vertical supporting 12 and shear wall formwork
Vertical supporting 24 is parallel, and lines template cross-brace 13 is parallel with shear wall formwork cross-brace 23；
When the span of cast-in-place structural moulding integrated construction dedicated templates 11 is not less than 4 meters, cast-in-place structural moulding
Necessary arch camber during integrated construction 11 formwork of dedicated templates, spring quantum is 1/1000 ~ 3/1000, according to cast-in-place structural moulding
Arch camber requirement during integrated construction 11 formwork of dedicated templates calculates the position of each lines template cross-brace 13, works as cast-in-place structural
The span of moulding integrated construction dedicated templates 11 is when between 4-6 meters, according to 1/1000 arch camber, cast-in-place structural decorative thread
During 6-10 meters of the span of integrated construction dedicated templates 11, according to 1.5/1000 arch camber, the integration of cast-in-place structural moulding
According to 2/1000 arch camber when the span of application specific form 11 is 10-12 meters, during more than 12 meters, according to 3/1000 arch camber, arch camber
Purpose be after the completion of concreting, under the load action of concrete, to make lines straight；After calculating springing height,
It is made a mark with the method for measurement on lines template vertical supporting 12；
Lines template cross-brace 13 is adjusted in lines template vertical supporting 12 according to the mark on lines template vertical supporting 12
On position, and lines template cross-brace 13 is fixedly arranged on lines template vertical supporting 12；
Cast-in-place structural moulding integrated construction dedicated templates 11 are set up, check that cast-in-place structural moulding integrated construction is special
With the absolute altitude, spring quantum, physical dimension of template 11, after correct continue that relevant shear wall formwork 21, shear wall pair are installed
Draw bolt 22, shear wall formwork cross-brace 23, shear wall formwork vertical supporting 24 and shear wall formwork connecting node 25；
Shear wall formwork 21, shear wall split bolt 22, shear wall formwork cross-brace 23, the shear wall formwork of stage are vertical
Support 24 installs after report associated field administrative staff check and accept with shear wall formwork connecting node 25 and installs reinforcing bar, pours coagulation
Soil.
Claims (6)
1. cast-in-place structural moulding integrated construction dedicated templates, it is characterized in that, moulding template（1）It is by cast-in-place structural
Moulding integrated construction dedicated templates（11）, lines template vertical supporting（12）, lines template cross-brace（13）With line
Support node（14）Composition；Moulding template（1）It is by shear wall formwork system（2）Supporting；Moulding（3）One
While by moulding template（1）Shear wall is leaned in supporting, another side（4）Supporting；Shear wall formwork system（2）By shear wall formwork
（21）, shear wall split bolt（22）, shear wall formwork cross-brace（23）, shear wall formwork vertical supporting（24）With shear wall
Template connecting node（25）Composition；Lines template vertical supporting（12）With lines template cross-brace（13）It intersects vertically, and
Pass through lines support node（14）Connection, and it is used as cast-in-place structural moulding integrated construction dedicated templates（11）Support.
2. cast-in-place structural moulding integrated construction dedicated templates according to claim 1, it is characterized in that, cast-in-place structural
Moulding integrated construction dedicated templates（11）It is bent by plate, is erected at shear wall formwork（21）Top,
By lines template vertical supporting（12）With lines template cross-brace（13）Supporting.
3. cast-in-place structural moulding integrated construction dedicated templates according to claim 1, it is characterized in that, lines template
Vertical supporting（12）It is link element, in vertical position, with lines template cross-brace（13）It intersects vertically, is supported with lines
Node（14）Connection.
4. cast-in-place structural moulding integrated construction dedicated templates according to claim 1, it is characterized in that, lines template
Cross-brace（13）It is link element, in horizontal position, with lines template vertical supporting（12）It intersects vertically, is supported with lines
Node（14）Connection.
5. cast-in-place structural moulding integrated construction dedicated templates according to claim 1, it is characterized in that, lines support
Node（14）It is rat tail template vertical supporting（12）With lines template cross-brace（13）The component of crosspoint.
6. according to the cast-in-place structural moulding integrated construction dedicated templates described in claim 1-5, it is characterized in that, work as shearing
Wall form（21）With shear wall formwork cross-brace（23）Branch is set to moulding（3）During position, shear wall formwork is carried out（21）
Formwork and shear wall formwork cross-brace（23）Erection, specific method is：
First close to moulding（3）The shear wall formwork cross-brace at position（23）On install lines template vertical supporting（12）
With lines template cross-brace（13）, make each lines template vertical supporting（12）With shear wall formwork vertical supporting（24）It is parallel,
Lines template cross-brace（13）With shear wall formwork cross-brace（23）It is parallel；
According to cast-in-place structural moulding integrated construction dedicated templates（11）Arch camber requirement during formwork calculates each lines template
Cross-brace（13）Position, and in lines template vertical supporting（12）On make a mark；
According to lines template vertical supporting（12）On mark adjustment lines template cross-brace（13）It is vertically propped up in lines template
Support（12）On position, and by lines template cross-brace（13）It is fixedly arranged at lines template vertical supporting（12）On；
Set up cast-in-place structural moulding integrated construction dedicated templates（11）, check cast-in-place structural moulding integrated construction
Dedicated templates（11）Absolute altitude, spring quantum, physical dimension, after correct continue that relevant shear wall formwork is installed（21）, cut
Power wall split bolt（22）, shear wall formwork cross-brace（23）, shear wall formwork vertical supporting（24）Connect with shear wall formwork
Connect node（25）；
Interim shear wall formwork（21）, shear wall split bolt（22）, shear wall formwork cross-brace（23）, shear wall mould
Plate vertical supporting（24）With shear wall formwork connecting node（25）It installs after report associated field administrative staff check and accept and reinforcing bar is installed,
Casting concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711358289.4A CN108104466A (en) | 2017-12-17 | 2017-12-17 | Cast-in-place structural moulding integrated construction dedicated templates and mold method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711358289.4A CN108104466A (en) | 2017-12-17 | 2017-12-17 | Cast-in-place structural moulding integrated construction dedicated templates and mold method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108104466A true CN108104466A (en) | 2018-06-01 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711358289.4A Withdrawn CN108104466A (en) | 2017-12-17 | 2017-12-17 | Cast-in-place structural moulding integrated construction dedicated templates and mold method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108104466A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108798002A (en) * | 2018-06-20 | 2018-11-13 | 湖南五环体育实业发展集团有限公司 | The method of moulding dedicated templates formwork synchronous with shear wall formwork |
| CN112196260A (en) * | 2020-09-02 | 2021-01-08 | 中冶天工集团有限公司 | Assembly type template of foreign-style house outer eave concrete structure and construction method thereof |
-
2017
- 2017-12-17 CN CN201711358289.4A patent/CN108104466A/en not_active Withdrawn
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108798002A (en) * | 2018-06-20 | 2018-11-13 | 湖南五环体育实业发展集团有限公司 | The method of moulding dedicated templates formwork synchronous with shear wall formwork |
| CN108798002B (en) * | 2018-06-20 | 2020-12-18 | 湖南五环体育实业发展集团有限公司 | Method for synchronously supporting formwork of special formwork for decorative molding and shear wall formwork |
| CN112196260A (en) * | 2020-09-02 | 2021-01-08 | 中冶天工集团有限公司 | Assembly type template of foreign-style house outer eave concrete structure and construction method thereof |
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| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20180601 |
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| WW01 | Invention patent application withdrawn after publication |