CN108661307A - A kind of concrete wall template location structure and method - Google Patents
A kind of concrete wall template location structure and method Download PDFInfo
- Publication number
- CN108661307A CN108661307A CN201810647524.8A CN201810647524A CN108661307A CN 108661307 A CN108661307 A CN 108661307A CN 201810647524 A CN201810647524 A CN 201810647524A CN 108661307 A CN108661307 A CN 108661307A
- Authority
- CN
- China
- Prior art keywords
- locating piece
- angle steel
- wall
- embedded bar
- concrete
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
-
- 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
-
- 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
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G2011/067—Integrated forms comprising shuttering skin, bracing or strutting arrangements, workplatforms and railings
Abstract
The invention discloses a kind of concrete wall template location structure and method, wherein structure is included in the embedded bar, locating piece and supporting rack being arranged within the walls；Template is supported with supporting rack behind；Locating piece is fixed with embedded bar, and locating piece is at least arranged two, and the end of locating piece is maintained on same straight line.Construction technology of the present invention is simple, good engineering quality, and concrete wall column structural integrity and anti-seismic performance are good；The method for avoiding conventional borehole joint bar damages pipeline, blocks；The later stage is avoided to dig the generation that repairing etc. destroys agent structure phenomenon caused by due to threading blocking.
Description
Technical field
The present invention relates to a kind of concrete wall template location structure and methods.
Background technology
In the positioning construction of concrete walls steel gang form, usual template construction operating personnel is to use impact drill on floor
Direct perforating inserts steel bar end or the bar dowel that length is wall thickness is directly welded on the mode on vertical reinforcement and positions, perforating
The localization method of joint bar is easily destroyed the spool being embedded in concrete slab, causes spool to be deformed or punched, causes several
Destruction, blocking and the reinforcing steel bars exposed of point penetration pipe, influence later stage threading in pipe, when threading can not by when, often installer
Can turn concrete floor at this pick it is exposed to pvc pipe, cut-out deform pvc pipe, take over again, then thread and repair, cause
Concrete floor is destructurized；And will positioning bar dowel be directly welded on vertical reinforcement, can destroy reinforcing bar shear behavior and
Anti-bending strength, two ways can all cause engineering structure hidden danger.
Invention content
It is an object of the invention to overcome the deficiencies of the prior art and provide a kind of concrete wall template location structure and sides
Method.
The purpose of the present invention is achieved through the following technical solutions：A kind of concrete wall template location structure, including
In the embedded bar, locating piece and supporting rack being arranged within the walls；
Template is supported with supporting rack behind；
Locating piece is fixed with embedded bar, and locating piece is at least arranged two, and the end of locating piece is maintained at same straight line
On.
It is preferred that locating piece is angle steel, angle steel is welded with embedded bar；The end of angle steel is maintained at same straight line
On, to being positioned on the inside of template.
It is preferred that according to concrete walls width, the length of angle steel is determined.
It is preferred that embedded bar, size is diameter >=φ 12mm, length 300mm；
Embedded bar top 150mm is exposed on flooring, and lower part 150mm is cast in concrete walls or column.
It is preferred that making locating piece, the length of wall thickness or the column length of side using 40 × 40 × 4 angle steel of ∠.
It is preferred that every two embedded bars and an angle steel are one group, arranged along wall length direction, often
400mm arranges one group.
A kind of concrete wall template localization method, including the positioning step of Side shuttering are as follows：
S1：Make embedded bar and locating piece；
Embedded bar size is diameter >=φ 12mm, length 300mm；Locating piece is made of angle steel, using ∠ 40 ×
40 × 4 angle steel make locating piece, and locating piece length is wall thickness or the column length of side；
S2：Before concrete floor pours, embedded bar is bound using tied silk on wall or column vertical reinforcement, is made pre-buried
Reinforcing bar top 150mm is exposed on flooring, and lower part 150mm is cast in concrete wall column；
S3：After concrete floor pours, according to construction drawing, the positioning of wall column is put on concrete floor
Line；
S4：Angle steel one side is welded on prior pre-buried good embedded bar, ensures the length and wall of angle steel supporting rod
Body thickness position line is consistent；
S5：Every two embedded bars and an angle steel are one group, are arranged along wall length direction, one group is arranged per 400mm.
It is preferred that further including to wall or column end Template Location method：After Side shuttering is had good positioning, pass through bolt
Wall end template is fixed with Side shuttering.
It is preferred that concrete walls or cylindrical end portions Side shuttering (preferably steel form) and wall body Side shuttering are (excellent
Select steel form) it is reserved with 14 bolts hole of φ, bolt pitch of holes is 300mm, using bolt by concrete walls end and side punching block
Plate is connected and is reinforced, and after installation is complete, then carries out next process.
The beneficial effects of the invention are as follows：Construction technology of the present invention is simple, good engineering quality, concrete wall column structural integrity
It is good with anti-seismic performance；The method for avoiding conventional borehole joint bar damages pipeline, blocks；It is made due to avoiding the later stage from being blocked because threading
At cutting repairing etc. destroy agent structure phenomenon generation.
Description of the drawings
Fig. 1 is schematic structural view of the invention；
In figure, 1- embedded bars, 2- supporting racks, 3- templates, 4- vertical reinforcements, 5- locating pieces, 6- floors, 7- walls.
Specific implementation mode
Technical scheme of the present invention is described in further detail below in conjunction with the accompanying drawings, but protection scope of the present invention is not limited to
It is as described below.
As shown in Figure 1, a kind of 7 template of concrete walls, 3 location structure, includes the embedded bar 1 being arranged in wall 7, positioning
Part 5 and supporting rack 2；
3 behind of template is supported with supporting rack 2；
Locating piece 5 is fixed with embedded bar 1, and locating piece 5 is at least arranged two, and the end of locating piece 5 is maintained at same
On straight line.
In a preferred embodiment, locating piece 5 is angle steel, and angle steel is welded with embedded bar 1；The end of angle steel is maintained at
On same straight line, the inside of template 3 is positioned.
In a preferred embodiment, according to 7 width of concrete walls, the length of angle steel is determined.
In a preferred embodiment, embedded bar 1, size are diameter >=φ 12mm, length 300mm；
1 top 150mm of embedded bar is exposed on flooring, and lower part 150mm is cast in concrete walls 7 or column.
In a preferred embodiment, locating piece 5,7 thickness of the length of wall or column side are made using 40 × 40 × 4 angle steel of ∠
It is long.
In a preferred embodiment, every two embedded bars 1 and an angle steel are one group, along 7 body length direction cloth of wall
It sets, one group is arranged per 400mm.
A kind of 7 template of concrete walls, 3 localization method, including the positioning step of Side shuttering 3 are as follows：
S1：Make embedded bar 1 and locating piece 5；
1 size of embedded bar is diameter >=φ 12mm, length 300mm；Locating piece 5 is made of angle steel, uses ∠ 40
× 40 × 4 angle steel make locating piece 5, and 5 length of locating piece is 7 thickness of wall or the column length of side；
S2：Before concrete floor 6 pours, embedded bar 1 is bound using tied silk on wall 7 or column vertical reinforcement 4, is made
1 top 150mm of embedded bar is exposed on flooring, and lower part 150mm is cast in 7 column of concrete walls；
S3：After concrete floor 6 pours, according to construction drawing, the positioning of 7 column of wall is carried out on concrete floor 6
Unwrapping wire；
S4：Angle steel one side is welded on prior pre-buried good embedded bar 1, ensures the length and wall of angle steel supporting rod
7 body thickness position lines are consistent；
S5：Every two embedded bars 1 and an angle steel are one group, are arranged along 7 body length direction of wall, one is arranged per 400mm
Group.
In a preferred embodiment, further include to 3 localization method of wall 7 or column end template：Side shuttering 3 is had good positioning
Afterwards, 7 end template 3 of wall is fixed with Side shuttering 3 by bolt.
In a preferred embodiment, concrete walls 7 or cylindrical end portions Side shuttering 3 (preferably steel form 3) and 7 body side of wall
Face die plate 3 (preferably steel form 3) is reserved with 14 bolts hole of φ, and bolt pitch of holes is 300mm, using bolt by 7 end of concrete walls
Portion connect and reinforces with side steel form 3, after installation is complete, then carries out next process.
The important technical advantage of the present invention：
1, construction technology of the present invention is simple, good engineering quality, and 7 rod structure globality of concrete walls and anti-seismic performance are good；
2, embedded bar 1 and positioning angle steel stiffness by itself are big, are unlikely to deform；
3, steel large form 3 (i.e. wall 7 or column Side shuttering 3) positioning stablity, 3 installation site of template is accurate, is not likely to produce
Displacement can guarantee 7 body formed quality of wall；
4, the method for avoiding conventional borehole joint bar damages pipeline, blocks；
5, the later stage is avoided to dig the generation that repairing etc. destroys agent structure phenomenon caused by due to threading blocking；
6, concrete verticality is good, and flatness is good, and Forming Quality is good；
7, former material processes simple and reliable, good forming effect convenient for obtaining.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, it is noted that all
All any modification, equivalent and improvement made by within the spirit and principles in the present invention etc. should be included in the guarantor of the present invention
Within the scope of shield.
Claims (8)
1. a kind of concrete wall template location structure, it is characterised in that：It is included in the embedded bar, locating piece and branch being arranged within the walls
Support；Template is supported with supporting rack behind；
Locating piece is fixed with embedded bar, and locating piece is at least arranged two, and the end of locating piece is maintained on same straight line.
2. a kind of concrete wall template location structure according to claim 1, it is characterised in that：Locating piece is angle steel, angle
Steel is welded with embedded bar；The end of angle steel is kept on the same line.
3. a kind of concrete wall template location structure according to claim 2, it is characterised in that：It is wide according to concrete walls
Degree, determines the length of angle steel.
4. a kind of concrete wall template location structure according to claim 1, it is characterised in that：Embedded bar, size
For diameter >=φ 12mm, length 300mm；
Embedded bar top 150mm is exposed on flooring, and lower part 150mm is cast in concrete walls or column.
5. a kind of concrete wall template location structure according to claim 1, it is characterised in that：Use ∠ 40 × 40 × 4
Angle steel makes locating piece, the length of wall thickness or the column length of side.
6. a kind of concrete wall template location structure according to claim 2, it is characterised in that：Every two embedded bars and
A piece angle steel is one group, is arranged along wall length direction, and one group is arranged per 400mm.
7. a kind of concrete wall template localization method, it is characterised in that：
S1：Make embedded bar and locating piece；
Embedded bar size is diameter >=φ 12mm, length 300mm；Locating piece is made of angle steel, uses ∠ 40 × 40 × 4
Angle steel makes locating piece, and locating piece length is wall thickness or the column length of side；
S2：Before concrete floor pours, embedded bar is bound using tied silk on wall or column vertical reinforcement, embedded bar is made
Top 150mm is exposed on flooring, and lower part 150mm is cast in concrete wall column；
S3：After concrete floor pours, according to construction drawing, unwrapping wire is carried out to the positioning of wall column on concrete floor；
S4：Angle steel one side is welded on prior pre-buried good embedded bar, ensures that the length of angle steel supporting rod and wall are thick
It is consistent to spend position line；
S5：Every two embedded bars and an angle steel are one group, are arranged along wall length direction, one group is arranged per 400mm.
8. a kind of concrete wall template localization method according to claim 7, it is characterised in that：Further include to wall end
Template Location method：After Side shuttering is had good positioning, wall end template is fixed with Side shuttering by bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810647524.8A CN108661307A (en) | 2018-06-22 | 2018-06-22 | A kind of concrete wall template location structure and method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810647524.8A CN108661307A (en) | 2018-06-22 | 2018-06-22 | A kind of concrete wall template location structure and method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108661307A true CN108661307A (en) | 2018-10-16 |
Family
ID=63772918
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810647524.8A Pending CN108661307A (en) | 2018-06-22 | 2018-06-22 | A kind of concrete wall template location structure and method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108661307A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109208989A (en) * | 2018-11-01 | 2019-01-15 | 上海核工程研究设计院有限公司 | A kind of closed type pond steel linear device |
| CN109469317A (en) * | 2018-10-23 | 2019-03-15 | 中国建筑第七工程局有限公司 | Jewel hole does not spell mould construction technology to shear wall vertical formwork |
| CN112252465A (en) * | 2020-09-30 | 2021-01-22 | 晟通科技集团有限公司 | Construction method of formwork |
| CN113250453A (en) * | 2021-05-21 | 2021-08-13 | 晟通科技集团有限公司 | Template system and template installation positioning method |
| CN113550571A (en) * | 2021-06-22 | 2021-10-26 | 中国五冶集团有限公司 | Construction method of cast-in-situ structure wall column template positioning rib |
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| CN104818843A (en) * | 2015-04-20 | 2015-08-05 | 常州展华机器人有限公司 | Large-scale shear wall drilling-free mounting template and use method |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109469317A (en) * | 2018-10-23 | 2019-03-15 | 中国建筑第七工程局有限公司 | Jewel hole does not spell mould construction technology to shear wall vertical formwork |
| CN109208989A (en) * | 2018-11-01 | 2019-01-15 | 上海核工程研究设计院有限公司 | A kind of closed type pond steel linear device |
| CN112252465A (en) * | 2020-09-30 | 2021-01-22 | 晟通科技集团有限公司 | Construction method of formwork |
| CN113250453A (en) * | 2021-05-21 | 2021-08-13 | 晟通科技集团有限公司 | Template system and template installation positioning method |
| CN113550571A (en) * | 2021-06-22 | 2021-10-26 | 中国五冶集团有限公司 | Construction method of cast-in-situ structure wall column template positioning rib |
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| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
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Application publication date: 20181016 |