CN110206303A - Hollow elastic sealing strip secondary structure template construction method is installed - Google Patents
Hollow elastic sealing strip secondary structure template construction method is installed Download PDFInfo
- Publication number
- CN110206303A CN110206303A CN201910484067.XA CN201910484067A CN110206303A CN 110206303 A CN110206303 A CN 110206303A CN 201910484067 A CN201910484067 A CN 201910484067A CN 110206303 A CN110206303 A CN 110206303A
- Authority
- CN
- China
- Prior art keywords
- sealing strip
- verticality
- secondary structure
- elastic sealing
- construction method
- Prior art date
- 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.)
- Pending
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Classifications
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/005—Strips for covering joints between form sections, e.g. to avoid burring or spilling of laitance
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses a kind of hollow elastic sealing strip secondary structure template construction methods of installation, control the verticality and flatness of masonry, stay raft；The uneven place in metope part is polished with sanding machine；Required material planning is determined according to design drawing and scheme；During material purchases, material pass is maintained strict control over, it is ensured that material is absolutely qualified；In template processing, elastic packing adhesive tape is installed in template side, calculating size ensures that side is smooth, pastes straight；In formwork, piece vertical line of bullet, controls verticality on the wall, is reinforced and is stablized with screw；Vibration compacting when pouring concrete, by design or code requirement maintenance；After demoulding, pillar side is neat, and surface is smooth, tight, does not have voids and pits phenomenon, on the ground also without polluting caused by spillage.The present invention was both reusable, easy construction, and time, not only reliable but also economic, energy conservation and environmental protection is greatly saved, has preferable social and economic benefit.
Description
Technical field
The present invention relates to a kind of hollow elastic sealing strip secondary structure template construction methods of installation.
Background technique
As modern science and technology continues to develop, living standard is continuously improved, and requirement of the people to building is also higher and higher, span
Biggish frame structure becomes the mainstream built now gradually.Corresponding position between wall is being filled according to design or code requirement
Constructional column is set, the stability of wall is increased.
Conventional constructional column way is: reserved horse tooth trough, the sticking two-faced adhesive tape on metope, later formwork casting concrete.
There are each secondary structure constructional column will sticking two-faced adhesive tape, take a lot of work laborious, still need to manually root out double-sided adhesive after having poured；It pastes
It in case of having dust, greasy dirt on masonry when double-sided adhesive, can not paste, and the flexible deformation of double-sided adhesive is small, once deformation can not be extensive
Again, the disadvantages of concrete spillage being be easy to cause when pouring.
Summary of the invention
The purpose of the present invention is to provide a kind of reusable, secondary knots of the hollow elastic sealing strip of the installation of easy construction
Structure template construction method.
The technical solution of the invention is as follows:
A kind of hollow elastic sealing strip secondary structure template construction method of installation, it is characterized in that: including the following steps:
(1), the verticality and flatness for controlling masonry, stay raft；
(2), the uneven place in metope part is polished with sanding machine；
(3), required material planning is determined according to design drawing and scheme；
(4), during material purchases, material pass is maintained strict control over, it is ensured that material is absolutely qualified；
(5), when template is processed, elastic packing adhesive tape is installed in template side, calculating size ensures that side is smooth, pastes
It is straight；
(6), in formwork, piece vertical line of bullet, controls verticality on the wall, is reinforced and is stablized with screw；
(7), vibration compacting when pouring concrete, by design or code requirement maintenance；
(8), after demoulding, pillar side is neat, and surface is smooth, tight, does not have voids and pits phenomenon, also makes on the ground without spillage
At pollution.
It is pre-buried that constructional column reinforcing bar is completed before building wall, binding.
The verticality and flatness of strict control wall when building wall, vertical error are no more than 5mm, and flatness error is not
More than 5mm.
Constructional column stays raft, constructional column stays raft width and verticality necessary by specification or design requirement indwelling, the same wall thickness of width
Meet specification and actual requirement, the bullet vertical control line up and down on constructional column side.
The present invention need to only install hollow elastic sealing strip in the template of secondary structure, both reusable, easy construction,
Time, not only reliable but also economic, energy conservation and environmental protection is greatly saved, there is preferable social and economic benefit.
Below with reference to embodiment, the invention will be further described.
A kind of hollow elastic sealing strip secondary structure template construction method of installation, including the following steps:
(1), the verticality and flatness for controlling masonry, stay raft；
(2), the uneven place in metope part is polished with sanding machine；
(3), required material planning is determined according to design drawing and scheme；
(4), during material purchases, material pass is maintained strict control over, it is ensured that material is absolutely qualified；
(5), when template is processed, elastic packing adhesive tape is installed in template side, calculating size ensures that side is smooth, pastes
It is straight；
(6), in formwork, piece vertical line of bullet, controls verticality on the wall, is reinforced and is stablized with screw；
(7), vibration compacting when pouring concrete, by design or code requirement maintenance；
(8), after demoulding, pillar side is neat, and surface is smooth, tight, does not have voids and pits phenomenon, also makes on the ground without spillage
At pollution.
It is pre-buried that constructional column reinforcing bar is completed before building wall, binding.
The verticality and flatness of strict control wall when building wall, vertical error are no more than 5mm, and flatness error is not
More than 5mm.
Constructional column stays raft, constructional column stays raft width and verticality necessary by specification or design requirement indwelling, the same wall thickness of width
Meet specification and actual requirement, the bullet vertical control line up and down on constructional column side.
Claims (4)
1. a kind of hollow elastic sealing strip secondary structure template construction method of installation, it is characterized in that: including the following steps:
(1), the verticality and flatness for controlling masonry, stay raft；
(2), the uneven place in metope part is polished with sanding machine；
(3), required material planning is determined according to design drawing and scheme；
(4), during material purchases, material pass is maintained strict control over, it is ensured that material is absolutely qualified；
(5), when template is processed, elastic packing adhesive tape is installed in template side, calculating size ensures that side is smooth, pastes
It is straight；
(6), in formwork, piece vertical line of bullet, controls verticality on the wall, is reinforced and is stablized with screw；
(7), vibration compacting when pouring concrete, by design or code requirement maintenance；
(8), after demoulding, pillar side is neat, and surface is smooth, tight, does not have voids and pits phenomenon, also makes on the ground without spillage
At pollution.
2. the hollow elastic sealing strip secondary structure template construction method of installation according to claim 1, it is characterized in that: wall
It is pre-buried that constructional column reinforcing bar is completed before building, binding.
3. the hollow elastic sealing strip secondary structure template construction method of installation according to claim 1, it is characterized in that: wall
The verticality and flatness of strict control wall when masonry, vertical error are no more than 5mm, and flatness error is no more than 5mm.
4. the hollow elastic sealing strip secondary structure template construction method of installation according to claim 1, it is characterized in that: construction
Column stays raft by specification or design requirement indwelling, the same wall thickness of width, and constructional column stays raft width and verticality must satisfy specification and reality
Border requires, the bullet vertical control line up and down on constructional column side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910484067.XA CN110206303A (en) | 2019-06-05 | 2019-06-05 | Hollow elastic sealing strip secondary structure template construction method is installed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910484067.XA CN110206303A (en) | 2019-06-05 | 2019-06-05 | Hollow elastic sealing strip secondary structure template construction method is installed |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110206303A true CN110206303A (en) | 2019-09-06 |
Family
ID=67790708
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910484067.XA Pending CN110206303A (en) | 2019-06-05 | 2019-06-05 | Hollow elastic sealing strip secondary structure template construction method is installed |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110206303A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111042386A (en) * | 2019-11-28 | 2020-04-21 | 江苏永联精筑建设集团有限公司 | Novel constructional column anti-slurry-overflowing construction process |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201593304U (en) * | 2009-12-30 | 2010-09-29 | 中建六局第二建筑工程有限公司 | Beam, pillar/wall node template abutted seam structure |
| KR20100134225A (en) * | 2009-06-15 | 2010-12-23 | (주)블루폼 | Coner standing unit |
| CN203320952U (en) * | 2013-01-24 | 2013-12-04 | 中冶天工上海十三冶建设有限公司 | Constructional column template drawing device |
| CN106760503A (en) * | 2016-11-22 | 2017-05-31 | 江苏大学 | A kind of constructional column based on standard knot combination is poured uses template |
| CN206267523U (en) * | 2016-11-22 | 2017-06-20 | 江苏大学 | A kind of constructional column based on standard knot combination is poured uses template |
| CN106978907A (en) * | 2017-04-07 | 2017-07-25 | 中建二局第三建筑工程有限公司 | Construction method for secondary structure of high and large arc-shaped wall |
-
2019
- 2019-06-05 CN CN201910484067.XA patent/CN110206303A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20100134225A (en) * | 2009-06-15 | 2010-12-23 | (주)블루폼 | Coner standing unit |
| CN201593304U (en) * | 2009-12-30 | 2010-09-29 | 中建六局第二建筑工程有限公司 | Beam, pillar/wall node template abutted seam structure |
| CN203320952U (en) * | 2013-01-24 | 2013-12-04 | 中冶天工上海十三冶建设有限公司 | Constructional column template drawing device |
| CN106760503A (en) * | 2016-11-22 | 2017-05-31 | 江苏大学 | A kind of constructional column based on standard knot combination is poured uses template |
| CN206267523U (en) * | 2016-11-22 | 2017-06-20 | 江苏大学 | A kind of constructional column based on standard knot combination is poured uses template |
| CN106978907A (en) * | 2017-04-07 | 2017-07-25 | 中建二局第三建筑工程有限公司 | Construction method for secondary structure of high and large arc-shaped wall |
Non-Patent Citations (1)
| Title |
|---|
| 李强: "构造柱模板支设方法改进", 《工程施工技术》 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111042386A (en) * | 2019-11-28 | 2020-04-21 | 江苏永联精筑建设集团有限公司 | Novel constructional column anti-slurry-overflowing construction process |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190906 |