CN108071230A - A kind of construction method of door-window opening - Google Patents
A kind of construction method of door-window opening Download PDFInfo
- Publication number
- CN108071230A CN108071230A CN201711316792.3A CN201711316792A CN108071230A CN 108071230 A CN108071230 A CN 108071230A CN 201711316792 A CN201711316792 A CN 201711316792A CN 108071230 A CN108071230 A CN 108071230A
- Authority
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- China
- Prior art keywords
- door
- window opening
- construction method
- lintel
- region
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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
- E04G15/00—Forms or shutterings for making openings, cavities, slits, or channels
- E04G15/02—Forms or shutterings for making openings, cavities, slits, or channels for windows, doors, or the like
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention belongs to technical field of building construction, disclose a kind of construction method of door-window opening, and the construction method of the door-window opening includes the construction method of lintel on the upside of door-window opening, and the construction method of door-window opening upside lintel includes the following steps：A, cross beam support mould is set up before structure coupling beam pours, includes structure coupling beam region to be poured and lintel region in cross beam support mould；B, the casting concrete in cross beam support mould is integrally formed the crossbeam for including structure coupling beam part and lintel sections.The construction procedure of lintel, so that structure coupling beam part and lintel sections formed by integrally casting are molded, the quantities of lintel sections independent construction stage is saved, accelerates the construction speed in later stage, and integrally formed setting so that the connection structure of structure coupling beam part and lintel sections is more safe and reliable.
Description
Technical field
The present invention relates to technical field of building construction more particularly to a kind of construction methods of door-window opening.
Background technology
It, usually will be in building interior design and construction door-window opening in building construction process.When opening up door and window hole on wall
Mouthful and wall hole when being more than 300mm, in order to support the various loads that door-window opening top masonry is transmitted, and by these loads
The wall on door-window opening both sides is transmitted to, lintel is often set on door-window opening.When wall is transferred or in relatively thin T-shaped wall body
On when opening up door-window opening, for ease of door and window framework placement and ensure the stabilization of wall, must be in the partition wall of door-window opening one side
On build embrace a frame column.
In the prior art, after usual structure coupling beam and partition wall are built by laying bricks or stones, individually concrete lintel is increased on door-window opening top,
In door-window opening one side formwork and pour an armful frame column.Since lintel and armful frame column cross-section size are smaller, plank sheathing is not easy to reinforce, and
Wooden model rigidity is smaller, the lateral pressure generated in concreting, easily so that template deforms, mould (the i.e. wall that rises occurs
Surface bulge, recess), negative and positive angle (horizontal angle that the vertical angle and top plate that two walls intersect intersect with wall) not straight etc., and quality are asked
Topic, affects construction speed, adds the maintenance cost in later stage.
The content of the invention
It is an object of the invention to provide a kind of construction methods of door-window opening, and work progress is simple, and construction quality is high.
For this purpose, the present invention uses following technical scheme：
A kind of construction method of door-window opening, the construction method of the door-window opening include applying for door-window opening upside lintel
Work method, the construction method of door-window opening upside lintel include the following steps：
A, cross beam support mould is set up before structure coupling beam pours, includes structure coupling beam area to be poured in cross beam support mould
Domain and lintel region；
B, the casting concrete in cross beam support mould is integrally formed the crossbeam for including structure coupling beam part and lintel sections.
Preferably, being laid with suspension reinforcing bar before casting concrete in the cross beam support mould, the suspension reinforcing bar connects
Receive the structure coupling beam region poured and the lintel region.Hang the laying of reinforcing bar so that after pouring, the knot of crossbeam
Structure coupling beam part and lintel sections connection structure are secured.
Preferably, the suspension reinforcing bar is set in the U-shaped in opening towards the structure coupling beam region, the described of U-shaped is hanged
Hanging steel-bar arrangement has multiple and along the lintel region length direction uniform intervals to be laid with.Above-mentioned setting so that pouring
Afterwards, the structure coupling beam part of crossbeam connects uniform force with lintel sections.
Preferably, stull reinforcing bar, the stull steel are also equipped in the cross beam support mould before casting concrete
Ledges is arranged on the inside of the suspension reinforcing bar of U-shaped and extends along the length direction in the lintel region.Above-mentioned setting so that
After pouring, the lintel sections of crossbeam are as an integral hanging on the downside of structure coupling beam part.
Preferably, the stull steel-bar arrangement has two, thickness of two stull reinforcing bars along the lintel region
Direction is arranged at intervals.Above-mentioned setting so that stull reinforcing bar is more safe and reliable to the support of the lintel sections of rectangular section.
Preferably, the cross beam support mould is aluminum template.Since the rigidity of aluminum template itself is big, accurate size,
So that the component after concreting is upright, straight, construction quality is effectively increased.
Preferably, the beam bottom of the lintel sections is the upper edge of the door-window opening.Above-mentioned formed by integrally casting is molding to be set
It puts, saves the quantities of construction stage, accelerate the construction speed in later stage.
Preferably, the construction method of the door-window opening further includes the construction method for embracing frame column of door-window opening one side,
The construction method for embracing frame column of described door-window opening one side includes the following steps：
A, wall support mould is set up before partition wall pours, partition wall region to be poured is included in wall support mould and is embraced
Frame columnar region；
B, the casting concrete in wall support mould is integrally formed the wall for including wall part and embracing frame post part.
Preferably, the wall support mould is aluminum template.Since the rigidity of aluminum template itself is big, accurate size,
So that the component after concreting is upright, straight, construction quality is effectively increased.
Preferably, described armful of frame post part is plain concrete construction.
Beneficial effects of the present invention：
The construction procedure of lintel so that structure coupling beam part and the shaping of lintel sections formed by integrally casting save lintel sections
The quantities of independent construction stage accelerates the construction speed in later stage, and integrally formed setting so that structure coupling beam part
It is more safe and reliable with the connection structure of lintel sections.
Embrace the construction procedure of frame column so that wall part and armful frame post part formed by integrally casting shaping save and embrace a frame column portion
The quantities of point independent construction stage accelerates the construction speed in later stage, and integrally formed setting so that wall part and
The connection structure for embracing frame post part is more safe and reliable.
Since the rigidity of aluminum template itself is big, accurate size so that the component after concreting is upright, straight, has
Effect improves construction quality.
Description of the drawings
Fig. 1 is the schematic diagram by the lintel after existing construction method pouring molding and armful frame column；
Fig. 2 is by the lintel sections of the construction method final molding of the door-window opening described in embodiment of the present invention and embraces
The schematic diagram of frame post part；
Fig. 3 is the cross-sectional view of structure coupling beam part and lintel sections in Fig. 2.
In figure：
100th, structure coupling beam；200th, lintel；300th, partition wall；400th, frame column is embraced；
10th, structure coupling beam part；20th, lintel sections；30th, wall part；40th, frame post part is embraced；
1st, reinforcing bar is hung；2nd, stull reinforcing bar.
Specific embodiment
The embodiment of the present invention is described below in detail, the example of embodiment is shown in the drawings, wherein identical from beginning to end
Or similar label represents same or similar element or has the function of same or like element.It is retouched below with reference to attached drawing
The embodiment stated is exemplary, it is intended to for explaining the present invention, and is not considered as limiting the invention.
Technical solution to further illustrate the present invention below with reference to the accompanying drawings and specific embodiments.
The present invention provides a kind of construction method of door-window opening, construction method including lintel on the upside of door-window opening and
The construction method for embracing frame column of door-window opening one side.
Wherein, the construction method of lintel includes the following steps on the upside of door-window opening：
Step 1: setting up cross beam support mould before structure coupling beam pours, structure to be poured is included in cross beam support mould
Coupling beam region and lintel region.
Suspension reinforcing bar 1 is laid with before casting concrete in cross beam support mould, suspension reinforcing bar 1 connects structure to be poured and connects
Beam region and lintel region.Hang the laying of reinforcing bar 1 so that after pouring, the structure coupling beam part 10 of crossbeam and lintel sections
20 connection structures are secured.
Specifically, it is set as shown in figure 3, hanging reinforcing bar 1 in the U-shaped in opening towards structure coupling beam region, the suspension steel of U-shaped
Muscle 1 is provided with multiple and along lintel region length direction uniform intervals and is laid with.Above-mentioned setting so that after pouring, crossbeam
Structure coupling beam part 10 and lintel sections 20 connect uniform force.
Stull reinforcing bar 2 is also equipped in cross beam support mould before casting concrete, as shown in figure 3, stull reinforcing bar 2 is set up
Extend in the inside of the suspension reinforcing bar 1 of U-shaped and along the length direction of lintel sections 20.Above-mentioned setting so that horizontal after pouring
The lintel sections 20 of beam are as an integral hanging in 10 downside of structure coupling beam part.
Specifically, stull reinforcing bar 2 is provided with two, two stull reinforcing bars 2 are set along the thickness direction interval of lintel sections 20
It puts.Above-mentioned setting so that stull reinforcing bar 2 is more safe and reliable to the support of the lintel sections 20 of rectangular section.
Above-mentioned suspension reinforcing bar 1 and stull reinforcing bar 2 are regular reinforcement conventional among construction, concrete structure and laying
Details are not described herein for mode.
In this step, cross beam support mould is aluminum template.Since the rigidity of aluminum template itself is big, accurate size makes
It is upright, straight to obtain the component after concreting, effectively increases construction quality.
Step 2: the casting concrete in cross beam support mould, integrated molding includes structure coupling beam part 10 and lintel sections
20 crossbeam.
In this step, obtain as shown in Figure 2 including structure coupling beam part 10 and lintel by final primary concreting
The crossbeam of part 20.
In this step, the beam bottom of lintel sections 20 is the upper edge of door-window opening after the completion of pouring.Above-mentioned formed by integrally casting into
The setting of type saves the quantities of construction stage, accelerates the construction speed in later stage.
Wherein, the construction method for embracing frame column of door-window opening one side includes the following steps：
Step 1: setting up wall support mould before partition wall pours, partition wall region to be poured is included in wall support mould
And embrace frame columnar region.
In this step, wall support mould is aluminum template.Since the rigidity of aluminum template itself is big, accurate size makes
It is upright, straight to obtain the component after concreting, effectively increases construction quality.
Step 2: the casting concrete in wall support mould, integrated molding includes wall part 30 and embraces frame post part 40
Wall.
In this step, obtained by final primary concreting it is as shown in Figure 2, including wall part 30 and embrace a frame column portion
Divide 40 wall.
In this step, frame post part 40 is embraced as plain concrete construction.
Obviously, the above embodiment of the present invention is just for the sake of clearly illustrating example of the present invention, and it is pair to be not
The restriction of embodiments of the present invention.For those of ordinary skill in the art, may be used also on the basis of the above description
To make other variations or changes in different ways.There is no necessity and possibility to exhaust all the enbodiments.It is all this
All any modification, equivalent and improvement made within the spirit and principle of invention etc., should be included in the claims in the present invention
Protection domain within.
Claims (10)
1. a kind of construction method of door-window opening, which is characterized in that the construction method of the door-window opening is included on door-window opening
The construction method of side lintel, the construction method of door-window opening upside lintel include the following steps：
A, cross beam support mould is set up before structure coupling beam pours, include in cross beam support mould structure coupling beam region to be poured with
And lintel region；
B, the casting concrete in cross beam support mould is integrally formed the crossbeam for including structure coupling beam part and lintel sections.
2. the construction method of door-window opening according to claim 1, which is characterized in that in the horizontal stroke before casting concrete
Suspension reinforcing bar, the suspension bar connecting structure coupling beam region to be poured and the lintel area are laid in beam branch hold mode
Domain.
3. the construction method of door-window opening according to claim 2, which is characterized in that the suspension reinforcing bar is in opening direction
The U-shaped in the structure coupling beam region is set, and the suspension steel-bar arrangement of U-shaped has multiple and along the length in the lintel region
Direction uniform intervals are laid with.
4. the construction method of door-window opening according to claim 3, which is characterized in that in the horizontal stroke before casting concrete
Also it is equipped with stull reinforcing bar in beam branch hold mode, the stull reinforced frame is arranged on the inside of the suspension reinforcing bar of U-shaped and along institute
State the length direction extension in lintel region.
5. the construction method of door-window opening according to claim 4, which is characterized in that the stull steel-bar arrangement has two
Root, two stull reinforcing bars are arranged at intervals along the thickness direction in the lintel region.
6. the construction method of door-window opening according to claim 1, which is characterized in that the cross beam support mould is aluminum mould
Plate.
7. the construction method of door-window opening according to claim 1, which is characterized in that the beam bottom of the lintel sections is institute
State the upper edge of door-window opening.
8. according to the construction method of any door-window openings of claim 1-7, which is characterized in that the door-window opening is applied
Work method further includes the construction method for embracing frame column of door-window opening one side, the construction method for embracing frame column of described door-window opening one side
Include the following steps：
A, wall support mould is set up before partition wall pours, partition wall region to be poured is included in wall support mould and embraces frame column
Region；
B, the casting concrete in wall support mould is integrally formed the wall for including wall part and embracing frame post part.
9. the construction method of door-window opening according to claim 8, which is characterized in that the wall support mould is aluminum mould
Plate.
10. the construction method of door-window opening according to claim 8, which is characterized in that described armful of frame post part is mixed for element
Xtah Crude Clay structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711316792.3A CN108071230A (en) | 2017-12-12 | 2017-12-12 | A kind of construction method of door-window opening |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711316792.3A CN108071230A (en) | 2017-12-12 | 2017-12-12 | A kind of construction method of door-window opening |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108071230A true CN108071230A (en) | 2018-05-25 |
Family
ID=62158043
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711316792.3A Pending CN108071230A (en) | 2017-12-12 | 2017-12-12 | A kind of construction method of door-window opening |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108071230A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108999422A (en) * | 2018-08-15 | 2018-12-14 | 庐江荣睿建设工程有限公司 | A kind of method that bearing wall opens up door-window opening |
| CN109057335A (en) * | 2018-08-16 | 2018-12-21 | 徽都建设有限公司 | A kind of construction method of door-window opening |
| CN109057326A (en) * | 2018-08-16 | 2018-12-21 | 徽都建设有限公司 | One kind pouring shear wall prefabricated doors and windows entrance construction method |
| CN111764546A (en) * | 2020-06-15 | 2020-10-13 | 成都魔筑科技有限公司 | Construction method for cast-in-place light concrete partition wall of steel bar truss keel mark mold |
| CN111927097A (en) * | 2020-07-09 | 2020-11-13 | 福建建工集团有限责任公司 | One-time concrete pouring anti-cracking construction method for door and window opening lintel |
| CN112482746A (en) * | 2020-11-12 | 2021-03-12 | 重庆中科建设（集团）有限公司 | Construction method of combined formwork |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108999422A (en) * | 2018-08-15 | 2018-12-14 | 庐江荣睿建设工程有限公司 | A kind of method that bearing wall opens up door-window opening |
| CN109057335A (en) * | 2018-08-16 | 2018-12-21 | 徽都建设有限公司 | A kind of construction method of door-window opening |
| CN109057326A (en) * | 2018-08-16 | 2018-12-21 | 徽都建设有限公司 | One kind pouring shear wall prefabricated doors and windows entrance construction method |
| CN111764546A (en) * | 2020-06-15 | 2020-10-13 | 成都魔筑科技有限公司 | Construction method for cast-in-place light concrete partition wall of steel bar truss keel mark mold |
| CN111927097A (en) * | 2020-07-09 | 2020-11-13 | 福建建工集团有限责任公司 | One-time concrete pouring anti-cracking construction method for door and window opening lintel |
| CN112482746A (en) * | 2020-11-12 | 2021-03-12 | 重庆中科建设（集团）有限公司 | Construction method of combined formwork |
| CN112482746B (en) * | 2020-11-12 | 2022-01-18 | 重庆中科建设（集团）有限公司 | Construction method of combined formwork |
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Application publication date: 20180525 |
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