CN110080518A - Face the cast-in-place position template of side precast wall body and its installation method - Google Patents
Face the cast-in-place position template of side precast wall body and its installation method Download PDFInfo
- Publication number
- CN110080518A CN110080518A CN201910319923.6A CN201910319923A CN110080518A CN 110080518 A CN110080518 A CN 110080518A CN 201910319923 A CN201910319923 A CN 201910319923A CN 110080518 A CN110080518 A CN 110080518A
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- CN
- China
- Prior art keywords
- template
- bolt
- shank
- walls
- cast
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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
-
- 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
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention provides one kind and faces the cast-in-place position template of side precast wall body, is equipped with row's bolt hole among side template within the walls；Face and is equipped with row's shank of bolt among avris template；The shank of bolt is adapted to and corresponds with bolt hole；Face avris template long side side and be additionally provided with hanging ring, also provide the above-mentioned installation method for facing the cast-in-place position template of side precast wall body, 1) will face avris template with hanging device is hung to installation position on the outside of the cast-in-place position of wall；2) avris template will be faced to be attached on the outside of cast-in-place position, shank of bolt is inserted between lap segment reinforcing bar；3) casing is installed on each shank of bolt；4) it side template will be installed on shank of bolt within the walls, the bolt hole of side template and each shank of bolt correspond within the walls；5) in side template outer patch keel within the walls；6) backing plate and nut check are installed in screw rod rod end head, the present invention has not needed operating personnel and has been in wall fit on installation, but in the installation for completing template within the walls, is not required to set up outrigger, platform saves artificial and time, construction safety.
Description
Technical field
The invention belongs to precast wall body installation Technologies, and in particular to the cast-in-place position mould of side precast wall body is faced in a kind of unilateral side
The installation method of plate.
Background technique
In construction, the Cast-in-Situ Segment of abutment wall body is faced at vertically communicated hole of elevator, exterior wall, floor etc. in skyscraper
Before pouring, template installation is carried out to cast-in-place position.Existing construction is to face that hanging outrigger is set up in sky side or operation is flat in wall
Platform, a part of operating personnel is on field operation platform cooperates the template for completing Cast-in-Situ Segment to install with indoor operating personnel.Face
Sky sets up operating platform, and not only investment manpower and material resources are larger, constructs time-consuming big.There is also poles in outdoor overhead operation by operating personnel
Big security risk.
Summary of the invention
For the deficiency of the above existing construction method, the present invention provides a kind of easy to operate, and side is faced in the unilateral side of economic security
The installation method of precast wall body template,
Concrete construction method of the invention is:
One kind facing the cast-in-place position template of side precast wall body, including side template and faces avris template, the side form within the walls within the walls
Plate length is wider than the cast-in-place position of precast wall body, and the avris template length and width of facing are identical as side template within the walls, within the walls among side template
Equipped with row's bolt hole；Face and is equipped with row's shank of bolt among avris template；The shank of bolt is adapted to and corresponds with bolt hole；
Face avris template long side side and is additionally provided with hanging ring.
A kind of installation method facing the cast-in-place position template of side precast wall body, 1) the cast-in-place position reinforcing bar binding of precast wall body finishes
After acceptance(check), avris template will be faced with hanging device and be hung to installation position on the outside of the cast-in-place position of wall, when lifting makes its shank of bolt
Towards within the walls；2) avris template will be faced to be attached on the outside of cast-in-place position, shank of bolt is inserted between lap segment reinforcing bar；3) on each shank of bolt
Casing is installed；4) it side template will be installed on shank of bolt within the walls, the bolt hole of side template and each shank of bolt correspond within the walls；5)
Corresponding shank of bolt is stitched between side template outer patch keel within the walls, keel；6) backing plate and nut check are installed in screw rod rod end head.
The method is operated since step 3 to be completed within the walls, has not been needed operating personnel and has been in wall fit on installation, has made
Industry personnel need to can only complete the installation of template on the inside of wall.The cumbersome process for setting up outrigger, platform can be removed from this way, also
The artificial, time can be saved and cost, the safety of construction personnel are also guaranteed.
Detailed description of the invention
Fig. 1 side template figure within the walls；
Fig. 2 is side template side view within the walls；
Fig. 3 faces avris Prototype drawing；
Fig. 4 faces avris formwork sides figure；
Fig. 5 faces abutment wall embodiment and pours station diagram；
Fig. 6 is to face abutment wall embodiment to pour position template installation diagram；
Fig. 7 is the installation structure diagram of the invention.
In figure: within the walls side template 1, face avris template 2, be aluminum layer a, steelframe layer b, bolt hole 3, shank of bolt 4, hanging ring 5, pre-
Wall 6 processed, in-situ layer 7, cast-in-place position 8, keel 9.
Specific embodiment
Technical solution of the present invention is further illustrated below:
One kind as shown in Figs 1-4 faces the cast-in-place position template of side precast wall body, including side template 1 and faces avris template 2 within the walls,
The length of side template within the walls 1 is wider than cast-in-place 8 size of position of precast wall body, is equipped with row's bolt hole 3 among side template 1 within the walls；
2 length and width of avris template of facing are identical as side template 1 within the walls, face avris template 2 equipped with hanging ring 5, face among avris template 2 and set
There is row's shank of bolt 4, the shank of bolt 4 is adapted to and corresponds with bolt hole 3.
Above-mentioned side template within the walls 1 includes aluminum layer a and steelframe layer b, aluminum layer a are casting concrete contact surface, steelframe layer b
It is with more girder steel cross, the vertical metal frame frame plate being welded.The bolt hole 3 opens system among aluminum layer a, and bolt hole 3 is same
When pierce on a girder steel bar on frame plate center line.
Facing avris template 2 to be also includes aluminum layer a and steelframe layer b, aluminum layer a are casting concrete contact surface, steelframe layer b
It is by more girder steel cross, the vertical metal frame frame plate being welded, when the shank of bolt 4 welds, in aluminum layer a and frame plate
A girder steel on heart line is welded.
The hanging ring 5 for facing avris template 2 is arranged in long side side, and shank of bolt 4 is uniformly distributed, so no matter from which side long side
Hanging smoothly to install.
In the present invention, 6 component form of precast wall body pours form after need to connecting for bottom overlap joint.Side template within the walls needed for formwork
It is customized in processing factory in advance according to the size at the cast-in-place position 8 of 6 component of precast wall body with avris template is faced.By dry wall in construction
Body is transported to scene, is installed to corresponding position, and precast wall body reserved steel bar and flooring 7 reserved steel bar of the in-situ layer overlap joint that completed are tied up
After the completion of bundle, i.e., mountable 8 template of cast-in-place region.
Specifically, the above-mentioned installation method for facing the cast-in-place position template of side precast wall body, referring to Fig. 5-7, step are as follows: 1) prefabricated
After cast-in-place 8 reinforcing bar of the position binding of wall finishes acceptance(check), avris template 2 will be faced with hanging device and be hung to the cast-in-place position 8 of wall
Outside installation position, when lifting, make its shank of bolt 4 towards within the walls；2) avris template 2 will be faced and be attached to cast-in-place 8 outside of position, shank of bolt 4
It is inserted between lap segment reinforcing bar；3) casing 10 is installed on each shank of bolt 4；4) it side template 1 will be installed on shank of bolt 4 within the walls, wall
The bolt hole 3 of inner side template 1 and each shank of bolt 4 correspond；5) it stitches and corresponds between 1 outer patch keel 9 of side template within the walls, keel 9
4 position of shank of bolt；6) backing plate and nut check are installed in 4 end of shank of bolt.
The present invention provides a kind of easy to operate, and the installation method of side precast wall body template, operation are faced in the unilateral side of economic security
Personnel need to can only complete the installation of template on the inside of wall.
Claims (2)
1. one kind faces the cast-in-place position template of side precast wall body, including side template and face avris template, the side template within the walls within the walls
Long to be wider than the cast-in-place position of precast wall body, described to face avris template length and width identical as side template within the walls, it is characterized in that: side form within the walls
Row's bolt hole is equipped among plate；Face and is equipped with row's shank of bolt among avris template；The shank of bolt is adapted to and one with bolt hole
One is corresponding；Face avris template long side side and is additionally provided with hanging ring.
2. facing the installation method of the cast-in-place position template of side precast wall body as described in claim 1, follow these steps to carry out:
1) it after the binding of precast wall body cast-in-place position reinforcing bar finishes acceptance(check), avris template will be faced with hanging device is hung to wall and show
Pour installation position on the outside of position, when lifting makes its shank of bolt towards within the walls；
2) avris template will be faced to be attached on the outside of cast-in-place position, shank of bolt is inserted between lap segment reinforcing bar；
3) casing is installed on each shank of bolt；
4) it side template will be installed on shank of bolt within the walls, the bolt hole of side template and each shank of bolt correspond within the walls；
5) corresponding shank of bolt is stitched between side template outer patch keel within the walls, keel；
6) backing plate and nut check are installed in screw rod rod end head.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910319923.6A CN110080518A (en) | 2019-04-19 | 2019-04-19 | Face the cast-in-place position template of side precast wall body and its installation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910319923.6A CN110080518A (en) | 2019-04-19 | 2019-04-19 | Face the cast-in-place position template of side precast wall body and its installation method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110080518A true CN110080518A (en) | 2019-08-02 |
Family
ID=67415766
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910319923.6A Withdrawn CN110080518A (en) | 2019-04-19 | 2019-04-19 | Face the cast-in-place position template of side precast wall body and its installation method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110080518A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116122190A (en) * | 2023-04-13 | 2023-05-16 | 山西建投建筑产业有限公司 | Construction structure and construction process for assembled integral multi-cabin drainage box culvert |
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| KR20080004777U (en) * | 2007-04-17 | 2008-10-22 | 추만엽 | Bolt assembly of a concreat form |
| CN201738567U (en) * | 2009-12-18 | 2011-02-09 | 中国建筑第六工程局有限公司 | Connecting piece in adjustable type support component of cast-in-situ concrete suspend mold plate |
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| CN103114717A (en) * | 2013-03-14 | 2013-05-22 | 青岛博海建设集团有限公司 | Formwork system of shear walls at two sides of extensible seam |
| CN103343617A (en) * | 2013-07-17 | 2013-10-09 | 临沂铭泰建材科技有限公司 | Thermal-insulation external form board and dismounting-free external form board insulating system |
| WO2013185277A1 (en) * | 2012-06-11 | 2013-12-19 | 浙江省建工集团有限责任公司 | Constructing method for concrete cylinder of construction steel bar of high-rise steel structure |
| CN204492163U (en) * | 2015-01-22 | 2015-07-22 | 江苏万象建工集团有限公司 | Shear force wall deformation slit formwork ruggedized construction |
| CN205243012U (en) * | 2015-12-25 | 2016-05-18 | 中建四局第五建筑工程有限公司 | Unilateral template reinforced structure |
| CN206329034U (en) * | 2016-12-20 | 2017-07-14 | 福建建工集团有限责任公司 | The attachment structure of swollen mould is prevented at a kind of concrete wall column free face construction joint |
| CN206707283U (en) * | 2017-05-22 | 2017-12-05 | 上海宝冶集团南京建筑有限公司 | A kind of unidirectional fishbolt fixed form root device of built-in type |
| CN107893529A (en) * | 2017-11-28 | 2018-04-10 | 中建局集团建设发展有限公司 | Suitable for deep basal pit outer wall of basement PC template systems and its construction method |
| CN209891705U (en) * | 2019-04-19 | 2020-01-03 | 中国二十二冶集团有限公司 | Cast-in-place position template of prefabricated wall body near edge |
-
2019
- 2019-04-19 CN CN201910319923.6A patent/CN110080518A/en not_active Withdrawn
Patent Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20080004777U (en) * | 2007-04-17 | 2008-10-22 | 추만엽 | Bolt assembly of a concreat form |
| CN201738567U (en) * | 2009-12-18 | 2011-02-09 | 中国建筑第六工程局有限公司 | Connecting piece in adjustable type support component of cast-in-situ concrete suspend mold plate |
| WO2013185277A1 (en) * | 2012-06-11 | 2013-12-19 | 浙江省建工集团有限责任公司 | Constructing method for concrete cylinder of construction steel bar of high-rise steel structure |
| CN202611233U (en) * | 2012-07-06 | 2012-12-19 | 宁波东新建筑有限公司 | Template for pouring double-way shear wall with deformation joint in the middle |
| CN103114717A (en) * | 2013-03-14 | 2013-05-22 | 青岛博海建设集团有限公司 | Formwork system of shear walls at two sides of extensible seam |
| CN103343617A (en) * | 2013-07-17 | 2013-10-09 | 临沂铭泰建材科技有限公司 | Thermal-insulation external form board and dismounting-free external form board insulating system |
| CN204492163U (en) * | 2015-01-22 | 2015-07-22 | 江苏万象建工集团有限公司 | Shear force wall deformation slit formwork ruggedized construction |
| CN205243012U (en) * | 2015-12-25 | 2016-05-18 | 中建四局第五建筑工程有限公司 | Unilateral template reinforced structure |
| CN206329034U (en) * | 2016-12-20 | 2017-07-14 | 福建建工集团有限责任公司 | The attachment structure of swollen mould is prevented at a kind of concrete wall column free face construction joint |
| CN206707283U (en) * | 2017-05-22 | 2017-12-05 | 上海宝冶集团南京建筑有限公司 | A kind of unidirectional fishbolt fixed form root device of built-in type |
| CN107893529A (en) * | 2017-11-28 | 2018-04-10 | 中建局集团建设发展有限公司 | Suitable for deep basal pit outer wall of basement PC template systems and its construction method |
| CN209891705U (en) * | 2019-04-19 | 2020-01-03 | 中国二十二冶集团有限公司 | Cast-in-place position template of prefabricated wall body near edge |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116122190A (en) * | 2023-04-13 | 2023-05-16 | 山西建投建筑产业有限公司 | Construction structure and construction process for assembled integral multi-cabin drainage box culvert |
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| 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 | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20190802 |
|
| WW01 | Invention patent application withdrawn after publication |