CN108589970A - The construction method of prefabricated window frame shear wall - Google Patents
The construction method of prefabricated window frame shear wall Download PDFInfo
- Publication number
- CN108589970A CN108589970A CN201810477633.XA CN201810477633A CN108589970A CN 108589970 A CN108589970 A CN 108589970A CN 201810477633 A CN201810477633 A CN 201810477633A CN 108589970 A CN108589970 A CN 108589970A
- Authority
- CN
- China
- Prior art keywords
- window frame
- shear wall
- template
- frame shear
- prefabricated window
- 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.)
- Withdrawn
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Door And Window Frames Mounted To Openings (AREA)
Abstract
The present invention relates to assembled architecture technical field of construction, the construction method of specifically a kind of prefabricated window frame shear wall.Including prefabricated window frame shear wall is placed into installation region, the reinforcing bar of prefabricated window frame shear wall bottom and bar splicing, the binding at the top of lower layer's wall, template is built in bar splicing region, bar splicing region is blocked by template, to bar splicing region carry out concreting, concreting finishes reach intensity after can form removal.The present invention reduces the dismounting work for making window frame template and template window, reduce the patch work in later stage, save artificial and Master Cost, shorten the duration.
Description
Technical field
The present invention relates to assembled architecture technical field of construction, the construction method of specifically a kind of prefabricated window frame shear wall.
Background technology
Window hole is poured in traditional cast-in-situ wall, door-window opening is made by punching block or wooden model template, waited for
Ash is beaten, pours and reaches the removable removing template in intensity rear, in assembled architecture work progress, the wallboard at window position also uses
Prefabricated mode, but the edge member bar connecting of window both sides mainly connects with grout sleeve or starches anchor overlap joint connection,
During the installation process, vertical reinforcement needs need perfusion high-strength grout to component after being fixed with grout hole one-to-one correspondence, and installation.
This mode is constructed cumbersome, and complex process, labor intensive is more, and construction speed is also unhappy, is increased the cost of engineering and is applied
Work cost.
Invention content
Present invention seek to address that the above problem, to provide a kind of prefabricated windows that can be used manpower and material resources sparingly, shorten the construction period
The construction method of frame shear wall.
The present invention solves described problem, the technical solution adopted is that：
A kind of construction method of prefabricated window frame shear wall, carries out in accordance with the following steps：
（One）Prefabricated window frame shear wall is placed into installation region；
（Two）The reinforcing bar of prefabricated window frame shear wall bottom and bar splicing, the binding at the top of lower layer's wall；
（Three）Template is built in bar splicing region, is blocked bar splicing region by template；
（Four）To bar splicing region carry out concreting, concreting finishes reach intensity after can form removal.
Using the present invention of above-mentioned technical proposal, compared with prior art, the feature protruded is：
1. reducing the dismounting work for making window frame template and template window.
2. reducing the patch work in later stage.
3. saving artificial and Master Cost, the duration is shortened.
Description of the drawings
Fig. 1 is the structural schematic diagram of the prefabricated window frame shear wall of the embodiment of the present invention；
The reinforcing bar and bar splicing, the binding at the top of lower layer's wall that Fig. 2 is prefabricated window frame shear wall of embodiment of the present invention bottom
Structural schematic diagram；
Fig. 3 is that the embodiment of the present invention builds the structural schematic diagram of template in bar splicing region；
Fig. 4 is the structural schematic diagram that the embodiment of the present invention carries out bar splicing region concreting；
In figure：Prefabricated window frame shear wall 1；Vertical reinforcement 2；Lower layer's wall 3；Template 4；Concrete 5.
Specific implementation mode：
With reference to embodiment, the invention will be further described, and purpose, which is only that, more fully understands the content of present invention, therefore, institute
The example of act is not intended to limit protection scope of the present invention.
Referring to Fig. 1, Fig. 2, Fig. 3, Fig. 4, a kind of construction method of prefabricated window frame shear wall carries out in accordance with the following steps：
（One）The bottom of prefabricated window frame shear wall 1 reserves vertical reinforcement 2, and prefabricated window frame shear wall 1 is placed into installation region.
（Two）The overlap joint of vertical reinforcement 2 at the vertical reinforcement 2 of prefabricated 1 bottom of window frame shear wall and 3 top of lower layer wall is tied up
It pricks.
（Three）Template 4 is built in the overlapping regions of vertical reinforcement 2, is sealed the overlapping regions of vertical reinforcement 2 by template 4
Stifled
（Four）To the overlapping regions casting concrete 5 of vertical reinforcement 2, concrete 5 pour finish reach intensity after i.e. dismountable mould
Plate 4.
The present invention reduces the dismounting work for making window frame template and template window, reduce the patch work in later stage, save
Artificial and Master Cost has been saved, the duration is shortened.
The foregoing is merely preferably feasible embodiments of the invention, not thereby limit to the interest field of the present invention,
It is all to use equivalence changes made by description of the invention and its accompanying drawing content, it is both contained within the interest field of the present invention.
Claims (1)
1. a kind of construction method of prefabricated window frame shear wall, which is characterized in that carry out in accordance with the following steps：
（One）Prefabricated window frame shear wall is placed into installation region；
（Two）The reinforcing bar of prefabricated window frame shear wall bottom and bar splicing, the binding at the top of lower layer's wall；
（Three）Template is built in bar splicing region, is blocked bar splicing region by template；
（Four）To bar splicing region carry out concreting, concreting finishes reach intensity after can form removal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810477633.XA CN108589970A (en) | 2018-05-18 | 2018-05-18 | The construction method of prefabricated window frame shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810477633.XA CN108589970A (en) | 2018-05-18 | 2018-05-18 | The construction method of prefabricated window frame shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108589970A true CN108589970A (en) | 2018-09-28 |
Family
ID=63631835
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810477633.XA Withdrawn CN108589970A (en) | 2018-05-18 | 2018-05-18 | The construction method of prefabricated window frame shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108589970A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113500694A (en) * | 2021-06-30 | 2021-10-15 | 中国二十二冶集团有限公司 | Production and construction method of lap joint prefabricated wall |
| CN115341695A (en) * | 2022-08-19 | 2022-11-15 | 宁夏大学 | Desert sand lightweight aggregate concrete fabricated shear wall structure |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102425310A (en) * | 2011-12-15 | 2012-04-25 | 中国二十二冶集团有限公司 | Assembly-type residential shear wall structural wall body vertical connection construction method |
| CN202273335U (en) * | 2011-08-30 | 2012-06-13 | 东南大学 | Vertical mixed connection structure for assembling precast internal wallboards with shear wall structures |
| CN102808465A (en) * | 2012-08-08 | 2012-12-05 | 沈阳建筑大学 | Assembly connecting structure and assembly connecting method of assembled concrete frame and shear wall combination |
| CN107299695A (en) * | 2017-07-12 | 2017-10-27 | 湖北宇辉中工建筑产业化有限公司 | Precast wall body concrete door window frame and construction method |
| CN206902987U (en) * | 2017-07-24 | 2018-01-19 | 李聪 | A kind of T-shaped shear wall with fore-set |
| CN206956979U (en) * | 2017-07-20 | 2018-02-02 | 李聪 | A kind of Linear shear wall with fore-set |
| CN207003713U (en) * | 2017-08-04 | 2018-02-13 | 李聪 | A kind of part cast-in-place shear wall |
-
2018
- 2018-05-18 CN CN201810477633.XA patent/CN108589970A/en not_active Withdrawn
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202273335U (en) * | 2011-08-30 | 2012-06-13 | 东南大学 | Vertical mixed connection structure for assembling precast internal wallboards with shear wall structures |
| CN102425310A (en) * | 2011-12-15 | 2012-04-25 | 中国二十二冶集团有限公司 | Assembly-type residential shear wall structural wall body vertical connection construction method |
| CN102808465A (en) * | 2012-08-08 | 2012-12-05 | 沈阳建筑大学 | Assembly connecting structure and assembly connecting method of assembled concrete frame and shear wall combination |
| CN107299695A (en) * | 2017-07-12 | 2017-10-27 | 湖北宇辉中工建筑产业化有限公司 | Precast wall body concrete door window frame and construction method |
| CN206956979U (en) * | 2017-07-20 | 2018-02-02 | 李聪 | A kind of Linear shear wall with fore-set |
| CN206902987U (en) * | 2017-07-24 | 2018-01-19 | 李聪 | A kind of T-shaped shear wall with fore-set |
| CN207003713U (en) * | 2017-08-04 | 2018-02-13 | 李聪 | A kind of part cast-in-place shear wall |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113500694A (en) * | 2021-06-30 | 2021-10-15 | 中国二十二冶集团有限公司 | Production and construction method of lap joint prefabricated wall |
| CN115341695A (en) * | 2022-08-19 | 2022-11-15 | 宁夏大学 | Desert sand lightweight aggregate concrete fabricated shear wall structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN2893055Y (en) | Super high wall body three-section form | |
| CN209482591U (en) | Prefabricated molds shell structure column construction structure | |
| CN106906841B (en) | One kind being used for lateral wall form bracing system construction | |
| CN107090908B (en) | A kind of vertical prefabricated components joint connecting method | |
| CN203429831U (en) | Split-free composite heat insulation template for pouring concrete | |
| CN206052987U (en) | Connecting structure with H type slotted wall structure precast shear walls | |
| CN108589970A (en) | The construction method of prefabricated window frame shear wall | |
| CN204898736U (en) | Underground garage roof or bottom plate post -cast strip prestressing tendons structure | |
| CN108240045A (en) | A kind of compound late poured band structure of outer wall precast slab and its construction method | |
| CN108643382A (en) | The construction method that fabricated shear wall plate vertically connects | |
| CN109797885A (en) | Using ceramic tile as the overlapping wall construction and construction technology of template | |
| CN106285001B (en) | A kind of facet integration segment quickly intersects flowing water construction method | |
| CN209243965U (en) | A kind of assembly node of Side fascia and floor | |
| CN207526118U (en) | For pre-buried and closure unwrapping wire hole unwrapping wire punch die | |
| CN205875714U (en) | A consolidate fixture for retainer plate beam mold board | |
| CN206319404U (en) | A kind of building precast exterior sheathing | |
| CN113235798B (en) | Method for mounting assembled laminated slab | |
| CN213979911U (en) | Basement outer wall post-cast strip template structure | |
| CN205857487U (en) | A kind of combined reinforced bar concrete cassette ceiling | |
| CN104032865B (en) | In building heat preservation contrary sequence method infilled wall cast-in-place foamed concrete use keel component and construction method | |
| CN209163443U (en) | A kind of tool type yin-yang Angle formwork | |
| CN104290188A (en) | Constructing method for integrated precast concrete component | |
| CN207377115U (en) | A kind of heat insulation integrated non-dismantling formworks of STP | |
| CN206829405U (en) | A kind of single-chamber square bar restrains heat-preserving wall component | |
| CN211714342U (en) | Formwork-supporting-free constructional column prefabricated hollow brick |
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 | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20180928 |
|
| WW01 | Invention patent application withdrawn after publication |