CN105298123A - Form shape-limiting device - Google Patents
Form shape-limiting device Download PDFInfo
- Publication number
- CN105298123A CN105298123A CN201410262461.6A CN201410262461A CN105298123A CN 105298123 A CN105298123 A CN 105298123A CN 201410262461 A CN201410262461 A CN 201410262461A CN 105298123 A CN105298123 A CN 105298123A
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- CN
- China
- Prior art keywords
- masterplate
- shape device
- limit shape
- annular
- fiber bar
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Abstract
A form shape-limiting device for replacing traditional form tie bolts and sleeves is characterized in that tensile fiber ribs are located between forms and connected with the forms or scaffolding.
Description
Technical field
A kind of masterplate limit shape device for substituting traditional masterplate split bolt and sleeve pipe.
Background technology
In present concrete wall body construction, all adopt masterplate to build, no matter traditional masterplate is wooden model version, punching block version or novel masterplate, all adopts masterplate to drawing the form that is combined with scaffold support to be fixed masterplate and limitting shape.To drawing employing reinforcing bar, the middle sleeve pipe that uses limits reticle deformation.And after building, dismounting masterplate after, wherein to draw reinforcing bar also need remove.Cause certain waste, and in construction, easily cause drawing reinforcing bar to remove difficulty.
Especially after exterior wall is built, due to the existence of sleeve pipe, also need to do waterproofing work to body of wall, add construction cost.
Summary of the invention
For substituting a masterplate limit shape device for traditional masterplate split bolt and sleeve pipe, it is characterized in that: traction-resistant fibre muscle is between masterplate and be connected with masterplate or scaffold; Described traction-resistant fibre muscle has various ways, is excellent with annular, linear pattern; The fiber bar that described fiber bar comprises inorfil, organic fiber is made; When masterplate limit shape device is annular, masterplate needs perforate, and the place that circumferential direction is changed is through this hole, and it is spacing to insert short column; When masterplate limit shape device is linear pattern, its two ends have perpendicular limited post respectively, and masterplate perforate is inserted into this hole and limited post is stuck in outside masterplate.
Use benefit of the present invention to be, job site does not need reinforcing bar, and fiber bar proportion is little compared with reinforcing bar, convenient in carrying, and the tensile strength of fiber bar own is high, can reduce the consumption of material; The form that the process that construction terminates rear fiber bar adds sleeve pipe compared with reinforcing bar is easy to many, only needs to be cut.
No matter the present invention is annular or linear pattern, be all full-length, the distance between masterplate can be controlled so accurately, easy construction and to shape controlling more accurate of building part, and owing to not having sleeve pipe wherein, do not need to carry out independent waterproofing work even exterior wall is built yet.
Accompanying drawing explanation
Fig. 1 is that masterplate limits shape device for time annular, the detailed drawing be connected with masterplate.
Fig. 2 is masterplate limit shape device when being linear pattern, the detailed drawing be connected with masterplate.
Fig. 3 is the concrete arrangement form of masterplate limit shape device.
According to Fig. 1, being 1. direction change place of circular fiber muscle, is 2. the circular hole that masterplate is opened, and is 3. short column.
According to Fig. 2, being 1. fiber bar, is 2. the hole that masterplate is opened, and is 3. limited post.
According to Fig. 3, being 1. fiber bar, is 4. masterplate, is 5. scaffold, and masterplate limit shape device can adopt and be connected with lateral crus hand cradle (supplemental support), also can be connected with masterplate.
Detailed description of the invention
Below in conjunction with accompanying drawing, the specific embodiment of the present invention is set forth.
For the wall construction shown in Fig. 3, after the main muscle, stirrup making foreign currency of body of wall, now, according to construction requirement, set up scaffold and masterplate, during for ensureing that body of wall is built, masterplate is indeformable, use masterplate limit shape device, at correct position, masterplate is carried out drawing, and then carry out building operation.When concreting is complete, after curing time, carrying out form removal, because fiber bar is directly in concrete, without the need to removing, only needing the fiber bar joint exposing wall part to cut.
Present embodiment is the typical embodiment of one of the present invention, does not limit its other embodiment.
Claims (5)
1. a masterplate limit shape device, is characterized in that: traction-resistant fibre muscle is between masterplate and be connected with masterplate or scaffold.
2. masterplate limit shape device according to claim 1, it is characterized in that: described traction-resistant fibre muscle has various ways, is excellent with annular, linear pattern.
3. masterplate limit shape device according to claim 1, is characterized in that: the fiber bar that described fiber bar comprises inorganic fibre, organic fiber is made.
4. masterplate limit shape device according to claim 1, is characterized in that: when masterplate limit shape device is for annular, masterplate needs perforate, and the place that circumferential direction is changed is through this hole, and it is spacing to insert short column.
5. masterplate limit shape device according to claim 1, is characterized in that: when masterplate limit shape device is linear pattern, its two ends have perpendicular limited post respectively, and masterplate perforate is inserted into this hole and limited post is stuck in outside masterplate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410262461.6A CN105298123A (en) | 2014-06-13 | 2014-06-13 | Form shape-limiting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410262461.6A CN105298123A (en) | 2014-06-13 | 2014-06-13 | Form shape-limiting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105298123A true CN105298123A (en) | 2016-02-03 |
Family
ID=55195872
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410262461.6A Pending CN105298123A (en) | 2014-06-13 | 2014-06-13 | Form shape-limiting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105298123A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB846142A (en) * | 1956-12-24 | 1960-08-24 | Lyle Eugene Stewart | Concrete form construction |
| CN101016756A (en) * | 2006-02-06 | 2007-08-15 | 朱新伟 | Cast-in-situ concrete structure non-hole construction method |
| KR100867767B1 (en) * | 2008-03-21 | 2008-11-10 | 서보산업 주식회사 | Apparatus for assembling pillars form and method for constructing pillars form |
| CN101769073A (en) * | 2010-01-28 | 2010-07-07 | 中建三局建设工程股份有限公司成都分公司 | Fiberglass counter-pulling rod formwork-strengthening system and use method |
| CN201605796U (en) * | 2009-10-30 | 2010-10-13 | 王新强 | Composite insulation template and concrete one-step constructed external wall insulation system |
| CN202248889U (en) * | 2011-10-26 | 2012-05-30 | 湖南科技大学 | Transverse tie rod type anchoring piece for fixing cast-in-place concrete inner mold |
-
2014
- 2014-06-13 CN CN201410262461.6A patent/CN105298123A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB846142A (en) * | 1956-12-24 | 1960-08-24 | Lyle Eugene Stewart | Concrete form construction |
| CN101016756A (en) * | 2006-02-06 | 2007-08-15 | 朱新伟 | Cast-in-situ concrete structure non-hole construction method |
| KR100867767B1 (en) * | 2008-03-21 | 2008-11-10 | 서보산업 주식회사 | Apparatus for assembling pillars form and method for constructing pillars form |
| CN201605796U (en) * | 2009-10-30 | 2010-10-13 | 王新强 | Composite insulation template and concrete one-step constructed external wall insulation system |
| CN101769073A (en) * | 2010-01-28 | 2010-07-07 | 中建三局建设工程股份有限公司成都分公司 | Fiberglass counter-pulling rod formwork-strengthening system and use method |
| CN202248889U (en) * | 2011-10-26 | 2012-05-30 | 湖南科技大学 | Transverse tie rod type anchoring piece for fixing cast-in-place concrete inner mold |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160203 |