CN108756228A - A kind of constructional column exempts from plastering construction technique - Google Patents
A kind of constructional column exempts from plastering construction technique Download PDFInfo
- Publication number
- CN108756228A CN108756228A CN201810630536.XA CN201810630536A CN108756228A CN 108756228 A CN108756228 A CN 108756228A CN 201810630536 A CN201810630536 A CN 201810630536A CN 108756228 A CN108756228 A CN 108756228A
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- CN
- China
- Prior art keywords
- constructional column
- wall
- plastering
- construction
- constructional
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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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Classifications
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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
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
-
- 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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G9/06—Forming boards or similar elements the form surface being of metal
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Finishing Walls (AREA)
Abstract
A kind of constructional column of the present invention exempts from plastering construction technique, belongs to building construction construction technology；Technical problem to be solved be provide it is a kind of can eliminate plastering crackle, hollowing generate Constructional Col-umn Construction technique；The technical solution used for：Include the following steps：One, building wall is constructed：According to the construction thickness masonry panel of setting, when masonry panel is constructional column reserved location；Two, Constructional Col-umn Construction：Mold is built in reserved location, pour constructional column, increase a depth of plastering 15-25mm than thickness of wall body inside and outside after Constructional Col-umn Construction, and constructional column and wall joining place, part of the constructional column beyond thickness of wall body respectively extends 3-15cm to both sides wall direction, covers the seam of constructional column and wall；Three, wall plastering is constructed：Outside plastering, levelling with constructional column surface in wall；The present invention is suitable for Constructional Col-umn Construction.
Description
Technical field
A kind of constructional column of the present invention exempts from plastering construction technique, belongs to building construction construction technology, and in particular to a kind of structure
It makes column and builds construction technology.
Background technology
All the time, in common plastering engineering, constructional column easy tos produce hollowing, crack with the plastering of wall junction, this
It is a common common quality defect, hollowing, crack generate in order to prevent, can hang anti-crack net in constructional column and wall junction, but
It is during practice of construction, the position that worker hangs is improper or individual places do not hang anti-crack net, still be easy to cause hollowing, crack
Equal joint parts manage bad problem, and effect is undesirable.And once there is the above problem, need to be repeated reparation construction, cumbersome,
It takes a lot of work, and influences the beauty and quality of building.
Invention content
It is to provide one kind to eliminate plastering that the present invention, which overcomes the shortcomings of the prior art, technical problem to be solved,
The constructional column that crackle, hollowing generate exempts from plastering construction technique.
In order to solve the above-mentioned technical problem, the technical solution adopted by the present invention is：A kind of constructional column exempts from plastering construction technique,
Include the following steps：
One, building wall is constructed：According to the construction thickness masonry panel of setting, when masonry panel is constructional column reserved location；
Two, Constructional Col-umn Construction：Build mold in reserved location, pour constructional column, after Constructional Col-umn Construction inside and outside compare wall
Thickness increases a depth of plastering 15-25mm, and constructional column and wall joining place, and part of the constructional column beyond thickness of wall body is to two
Side wall direction respectively extends 3-15cm, covers the seam of constructional column and wall；
Three, wall plastering is constructed：Outside plastering, levelling with constructional column surface in wall.
Aluminum dipping form is used when building mold in the step 2.
The structure of the aluminum dipping form includes two pieces of templates being oppositely arranged, and is provided with above one of template and pours mouth, institute
It states and is provided with a plurality of back cord on the outside of template, inside is the spill that both sides have flanging, and the flanging is relative to the height on the inside of template
Degree is 15-25mm.
Horse tooth trough can not be set in the step 1 when masonry panel.
It may also set up horse tooth trough in the step 1 when masonry panel, constructional column exceeds the part of thickness of wall body in step 2
Extend to both sides wall direction, the seam of constructional column and wall is completely covered, and exceed farthest seam 3-15cm.
Preferably, in the step 2, part of the constructional column beyond thickness of wall body respectively extends 5- to both sides wall direction
10cm。
Preferably, part of the constructional column beyond thickness of wall body extends to both sides wall direction in the step 2, covers completely
The seam of lid constructional column and wall, and exceed farthest seam 5-10cm.
The present invention has the advantages that compared with prior art.
1, one aspect of the present invention is constructed using aluminum dipping form, and concrete surface flatness, the verticality of aluminum dipping form construction can meet clearly
The code requirement of water coagulation soil, and perception can also achieve the effect that clear-water concrete, eliminate and smeared what constructional column surface carried out
Ash construction, covers a part of wall, i.e., is covered between constructional column and wall with concrete when on the other hand pouring constructional column
Seam so that when follow-up plastering on the basis of eliminating anti-crack net, also effectively eliminate constructional column and wall seam crossing and
There is crack, hollowing in constructional column surface.
2, invention avoids the plastering constructions on constructional column surface, reduce the plastering area of engineering, when shortening construction
Between.
Description of the drawings
Fig. 1 is constructional column and the structural schematic diagram after wall construction in the present invention.
Fig. 2 is the structural schematic diagram for the aluminum dipping form used in the present invention.
Fig. 3 is the structural schematic diagram that structure aluminum dipping form pours constructional column in the present invention.
In figure：1 is wall, and 2 be constructional column, and 3 be template, and 4 is pour mouth, and 5 be back cord, and 6 be flanging, and 7 is stupefied for steel, and 8 are
Screw arbor with nut at both-ends.
Specific implementation mode
The present invention will be further described in detail below in conjunction with the accompanying drawings.
In conjunction with Fig. 1, Fig. 2, Fig. 3 it is found that a kind of constructional column of the present invention exempts from plastering construction technique, include the following steps：
One, 1 building construction of wall：According to the construction thickness masonry panel 1 of setting, when masonry panel 1 is 2 reserved place of constructional column
It sets；
Two, constructional column 2 is constructed：Build mold in reserved location, pour constructional column 2, constructional column 2 construct after inside and outside compare wall
Body thickness increases a depth of plastering 15-25mm, and constructional column 2 and 1 joining place of wall, constructional column 2 exceed the portion of 1 thickness of wall
Divide to 1 direction of both sides wall and respectively extend 3-15cm, covers the seam of constructional column 2 and wall 1；
Three, 1 plastering construction of wall：Outside plastering, levelling with 2 surface of constructional column in wall 1.
Aluminum dipping form is used when building mold in the step 2.
The structure of the aluminum dipping form includes two pieces of templates being oppositely arranged 3, and 3 top of one of template, which is provided with, pours mouth 4,
3 outside of the template is provided with a plurality of back cord 5, and inside is the spill that both sides have flanging 6, and the flanging 6 is relative in template 3
The height of side is 15-25mm.
Horse tooth trough can not be set in the step 1 when masonry panel 1.
Horse tooth trough is may also set up in the step 1 when masonry panel 1, constructional column 2 exceeds 1 thickness of wall in step 2
Part extends to 1 direction of both sides wall, the seam of constructional column 2 and wall 1 is completely covered, and exceed farthest seam 3-15cm.
Preferably, in the step 2, part of the constructional column 2 beyond 1 thickness of wall respectively extends 5- to 1 direction of both sides wall
10cm。
Preferably, part of the constructional column 2 beyond 1 thickness of wall extends to 1 direction of both sides wall in the step 2, completely
The seam of covering structure column 2 and wall 1, and exceed farthest seam 5-10cm.
It is main stupefied using steel stupefied 7 when the aluminum dipping form installation, it is reinforced using Screw arbor with nut at both-ends 8.
In terms of cost of the present invention, although disposably put into early period it is larger, since its number of turnover is higher, and constructional column 2
Plastering is exempted in one-pass molding, reduces plastering area, shortens the duration, as long as so preliminary planning is proper, can also cost be made to drop
It is low.
The embodiment of the present invention is explained in detail above in conjunction with attached drawing, but the present invention is not limited to above-mentioned implementations
Example, within the knowledge of a person skilled in the art, can also make without departing from the purpose of the present invention
Go out various change.
Claims (7)
1. a kind of constructional column exempts from plastering construction technique, it is characterised in that include the following steps：
One, wall（1）Building construction：According to the construction thickness masonry panel of setting（1）, masonry panel（1）When be constructional column（2）
Reserved location；
Two, constructional column（2）Construction：Mold is built in reserved location, pours constructional column（2）, constructional column（2）Inside and outside after construction
Increase a depth of plastering 15-25mm, and constructional column than thickness of wall body（2）With wall（1）Joining place, constructional column（2）Exceed
Wall（1）The part of thickness is to both sides wall（1）Direction respectively extends 3-15cm, covers constructional column（2）With wall（1）Connect
Seam；
Three, wall（1）Plastering construction：Wall（1）Interior outside plastering, with constructional column（2）Surface is levelling.
2. a kind of constructional column according to claim 1 exempts from plastering construction technique, it is characterised in that：It is built in the step 2
Aluminum dipping form is used when mold.
3. a kind of constructional column according to claim 2 exempts from plastering construction technique, it is characterised in that：The structure packet of the aluminum dipping form
Include two pieces of templates being oppositely arranged（3）, one of template（3）Top, which is provided with, pours mouth（4）, the template（3）Outside is set
It is equipped with a plurality of back cord（5）, inside, which is both sides, has flanging（6）Spill, the flanging（6）Relative to template（3）The height of inside
Degree is 15-25mm.
4. a kind of constructional column according to claim 1 or 2 exempts from plastering construction technique, it is characterised in that：In the step 1
Masonry panel（1）Shi Bushe horse tooth troughs.
5. a kind of constructional column according to claim 1 or 2 exempts from plastering construction technique, it is characterised in that：In the step 1
Masonry panel（1）When horse tooth trough is set, constructional column in step 2（2）Beyond wall（1）The part of thickness is to both sides wall（1）Side
To extension, constructional column is completely covered（2）With wall（1）Seam, and exceed farthest seam 3-15cm.
6. a kind of constructional column according to claim 1 exempts from plastering construction technique, it is characterised in that：In the step 2, structure
Make column（2）Beyond wall（1）The part of thickness is to both sides wall（1）Direction respectively extends 5-10cm.
7. a kind of constructional column according to claim 5 exempts from plastering construction technique, it is characterised in that：It is constructed in the step 2
Column（2）Beyond wall（1）The part of thickness is to both sides wall（1）Direction extends, and constructional column is completely covered（2）With wall（1）'s
Seam, and exceed farthest seam 5-10cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810630536.XA CN108756228B (en) | 2018-06-19 | 2018-06-19 | Plastering-free construction process for constructional column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810630536.XA CN108756228B (en) | 2018-06-19 | 2018-06-19 | Plastering-free construction process for constructional column |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108756228A true CN108756228A (en) | 2018-11-06 |
| CN108756228B CN108756228B (en) | 2020-12-29 |
Family
ID=63978730
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810630536.XA Active CN108756228B (en) | 2018-06-19 | 2018-06-19 | Plastering-free construction process for constructional column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108756228B (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203441100U (en) * | 2013-09-05 | 2014-02-19 | 靖崇祥 | Formwork structure of constructional column |
| CN104234425A (en) * | 2013-11-19 | 2014-12-24 | 刘明瑞 | Plastering omitting process for shear wall structure |
| CN106760535A (en) * | 2017-03-23 | 2017-05-31 | 中冶建工集团有限公司 | One kind exempts from plastering construction method using aluminum alloy mould plate casting concrete interior wall |
| CN107013040A (en) * | 2017-06-02 | 2017-08-04 | 杭州宥盛建筑科技有限公司 | The construction method of floor is poured after a kind of sleeve built-in type |
| CN107227845A (en) * | 2017-06-30 | 2017-10-03 | 中建六局建设发展有限公司 | One kind filling wall construction post mold method |
| CN206681141U (en) * | 2017-03-14 | 2017-11-28 | 中天建设集团有限公司 | A kind of construction masonry structure one-shot forming system |
-
2018
- 2018-06-19 CN CN201810630536.XA patent/CN108756228B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203441100U (en) * | 2013-09-05 | 2014-02-19 | 靖崇祥 | Formwork structure of constructional column |
| CN104234425A (en) * | 2013-11-19 | 2014-12-24 | 刘明瑞 | Plastering omitting process for shear wall structure |
| CN206681141U (en) * | 2017-03-14 | 2017-11-28 | 中天建设集团有限公司 | A kind of construction masonry structure one-shot forming system |
| CN106760535A (en) * | 2017-03-23 | 2017-05-31 | 中冶建工集团有限公司 | One kind exempts from plastering construction method using aluminum alloy mould plate casting concrete interior wall |
| CN107013040A (en) * | 2017-06-02 | 2017-08-04 | 杭州宥盛建筑科技有限公司 | The construction method of floor is poured after a kind of sleeve built-in type |
| CN107227845A (en) * | 2017-06-30 | 2017-10-03 | 中建六局建设发展有限公司 | One kind filling wall construction post mold method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108756228B (en) | 2020-12-29 |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information | ||
| CB02 | Change of applicant information |
Address after: 030006 5 / F, block B, building 1, No.8 Xinhua Road, Taiyuan demonstration area, Shanxi Province Applicant after: SHANXI CONSTRUCTION ENGINEERING GROUP Co.,Ltd. Address before: 030006, C, block 32, South Pingyang Road, Xiaodian District, Shanxi, Taiyuan, 9-12 Applicant before: SHANXI CONSTRUCTION ENGINEERING Co.,Ltd. |
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| GR01 | Patent grant | ||
| GR01 | Patent grant |