CN116084705A - Construction method of assembled composite wallboard for inner partition wall of frame shear wall structure - Google Patents
Construction method of assembled composite wallboard for inner partition wall of frame shear wall structure Download PDFInfo
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- CN116084705A CN116084705A CN202211703894.1A CN202211703894A CN116084705A CN 116084705 A CN116084705 A CN 116084705A CN 202211703894 A CN202211703894 A CN 202211703894A CN 116084705 A CN116084705 A CN 116084705A
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- 238000010276 construction Methods 0.000 title claims abstract description 64
- 239000002131 composite material Substances 0.000 title claims abstract description 37
- 238000005192 partition Methods 0.000 title claims abstract description 30
- 238000009434 installation Methods 0.000 claims abstract description 19
- 238000000034 method Methods 0.000 claims abstract description 17
- 238000010586 diagram Methods 0.000 claims abstract description 4
- 238000004381 surface treatment Methods 0.000 claims abstract description 4
- 238000005336 cracking Methods 0.000 claims description 14
- 238000004140 cleaning Methods 0.000 claims description 13
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 12
- 229910000831 Steel Inorganic materials 0.000 claims description 11
- 239000010959 steel Substances 0.000 claims description 11
- 239000004568 cement Substances 0.000 claims description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 238000005520 cutting process Methods 0.000 claims description 6
- 239000000839 emulsion Substances 0.000 claims description 6
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 5
- 238000012937 correction Methods 0.000 claims description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 4
- 239000000835 fiber Substances 0.000 claims description 4
- 230000001680 brushing effect Effects 0.000 claims description 3
- 238000007689 inspection Methods 0.000 claims description 3
- 239000011499 joint compound Substances 0.000 claims description 3
- 239000004570 mortar (masonry) Substances 0.000 claims description 3
- 239000002356 single layer Substances 0.000 claims description 3
- 238000004513 sizing Methods 0.000 claims description 3
- 238000009736 wetting Methods 0.000 claims description 3
- 239000002023 wood Substances 0.000 claims description 3
- 229910052742 iron Inorganic materials 0.000 claims description 2
- 238000007790 scraping Methods 0.000 claims description 2
- 238000009435 building construction Methods 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 3
- 239000000463 material Substances 0.000 description 15
- 238000009413 insulation Methods 0.000 description 11
- 239000002585 base Substances 0.000 description 6
- 238000012545 processing Methods 0.000 description 6
- 239000002699 waste material Substances 0.000 description 4
- 230000007613 environmental effect Effects 0.000 description 3
- 238000004321 preservation Methods 0.000 description 3
- 238000012216 screening Methods 0.000 description 3
- 239000004566 building material Substances 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 239000000428 dust Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 231100000956 nontoxicity Toxicity 0.000 description 2
- 238000004080 punching Methods 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 239000004745 nonwoven fabric Substances 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000003566 sealing material Substances 0.000 description 1
- GOLXNESZZPUPJE-UHFFFAOYSA-N spiromesifen Chemical compound CC1=CC(C)=CC(C)=C1C(C(O1)=O)=C(OC(=O)CC(C)(C)C)C11CCCC1 GOLXNESZZPUPJE-UHFFFAOYSA-N 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
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- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/88—Insulating elements for both heat and sound
- E04B1/90—Insulating elements for both heat and sound slab-shaped
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Acoustics & Sound (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention discloses a construction method of an assembled composite wallboard for an inner partition wall of a frame shear wall structure, which comprises the following steps: installing a wall body to finish wallboard assembly; door and window frame plate installation is carried out according to the row plate diagram; and (5) joint and wall surface treatment. According to the scheme of the invention, the construction method is simple and reasonable, high-quality, safe and efficient construction can be realized by combining the characteristics of the assembled light composite wallboard, the construction period can be shortened, the engineering quality can be ensured at the same time, the construction process is simple and quick, the construction period can be effectively shortened, the cost is saved, and the energy-saving and environment-friendly effects are realized. The construction method of the assembled composite wallboard for the inner partition wall of the frame shear wall structure utilizes high-quality structural components and accurate installation and combination, thereby realizing more convenient, high-efficiency, safer and more reliable green building construction.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a construction method of an assembled composite wallboard for an inner partition wall of a frame shear wall structure.
Background
In the present society, along with the rapid development of new town and the improvement of the living standard of people, the environmental protection consciousness of people is stronger and more attention is paid to the parallel of economy and environmental protection. Especially in the existing construction engineering, people pay more and more attention to the use of environment-friendly and energy-saving materials. Therefore, the traditional brickwork has gradually not satisfied the demands of people, and under the consciousness, an emerging light composite wallboard is widely applied to the interior wall materials of the building due to the advantages of light weight, thin body, sound insulation, water resistance, heat preservation, good construction environment, high construction efficiency and the like.
At present, there are two problematic conventional schemes:
the traditional brick masonry construction method has the defects of complex construction, low efficiency, long construction period, material waste and energy waste during construction, and environmental protection.
The traditional construction method for the composite wallboard is unreasonable, the construction process is complex, the construction period is longer, the materials and the energy are wasted during the construction, and the environment is not protected.
Disclosure of Invention
The invention aims to solve at least one technical problem in the background art and provides a construction method of an assembled composite wallboard for an inner partition wall of a frame shear wall structure.
In order to achieve the above object, the present invention provides a construction method of assembled composite wall board for inner partition wall of frame shear wall structure, which is characterized in that the construction method comprises:
installing a wall body to finish wallboard assembly;
door and window frame plate installation is carried out according to the row plate diagram;
and (5) joint and wall surface treatment.
According to one aspect of the invention, the wall mount comprises:
cleaning: cleaning a composite wallboard mounting station, and measuring and placing a wall edge line to finish acceptance inspection;
positioning and paying off: the elastic base line of the wall body installation part is vertical to the floor bottom or the beam bottom base line;
cutting: cutting after wetting the wallboard with water;
sizing: after the wallboard is wet by brushing water, daub is smeared in the grooves of the wallboard and the floor base line;
and (3) loading plates: abutting the wall panels against each other to cause the cement to be extruded from the joint;
and (3) correction: after the wallboard is assembled, checking flatness and verticality, correcting, and then fixing the wallboard up and down;
fixing: fixedly connecting the wallboard with the floor slab;
pointing: scraping out the joint cement of the convex wall panel surface and hooking out the joint seam.
According to one aspect of the invention, a single layer of the wallboard has fewer than one vertical seam over a limited height, and adjacent seams are staggered by at least 300mm.
According to one aspect of the invention, the correction: after wallboard is assembled, checking flatness and correcting after verticality, and then fixing the wallboard up and down as follows:
after the wallboard is assembled, checking the flatness and the verticality by using a 2m straight guiding ruler, correcting by using a pry, and using a wooden wedge and a wood wedge
The steel bars are fixed up and down.
According to one aspect of the invention, the fixing: fixedly connecting the wallboard with the floor slab:
the wall board and the floor slab are fixed by 7-shaped nails, the wall length is more than 6m, a constructional column is added, and the minimum width of the patch is more than or equal to 200mm when the end part is less than one standard board.
According to one aspect of the invention, the door and window frame plates are arranged to show the positions of the door and window openings according to the row plates, the positioning plates are arranged after the positions are marked, and the partition walls are arranged from the door and window openings to two sides after the positioning plates are arranged.
According to one aspect of the present invention, the wall panel is subjected to a reinforcing treatment at the corners of the wall body before the door and window frames are installed, the reinforcing treatment comprising: the wallboard is bonded by using cement and is 250mm long
Reinforcing steel bars are reinforced with a spacing of 600-800 mm;
the head of the steel bar is driven into the wallboard and sealed by mortar.
According to one aspect of the invention, before installing the door and window frames, the constructional columns are arranged according to the wall length of less than or equal to 6M, the sizes of the constructional columns are 150 x 250mm and 120 x 200mm, 4 12 stirrups 6@200 constructional columns are adopted for the reinforcing steel bars, and the floor slabs are respectively planted on the upper side and the lower side.
According to one aspect of the invention, the seam and wall treatment comprises:
cleaning joint parts, filling broken holes, cleaning the surface, and then performing joint anti-cracking tape pasting construction;
a perforated anti-cracking paper tape or an anti-cracking fiber mesh tape is stuck on the seam by using a white emulsion, and is pressed along with the seam by using a scraper to scrape off the redundant white emulsion and remove bubbles under the paper tape.
According to the scheme of the invention, the assembled light composite wallboard is used for replacing brickwork, so that the construction is simple and convenient, the efficiency is greatly increased, the double sides of the light composite wallboard are smooth, leveling plastering is not needed, and the efficiency is improved by more than 10 times compared with the construction of a masonry wall.
According to the scheme of the invention, the light composite wallboard has the characteristics of light weight, thin body, sound insulation, water resistance, heat preservation, good construction environment and the like, so that the construction process of the construction method not only ensures the quality, but also is convenient for construction.
According to the scheme, the material used for construction has good sound insulation, good heat insulation, good waterproof and fireproof properties, is simple to transport during construction, has low material loss rate, reduces construction waste, greatly reduces labor intensity due to light material, and is efficient and safe.
According to the scheme, the construction method is simple and reasonable, high-quality, safe and efficient construction can be realized by combining the characteristics of the assembled light composite wallboard, the construction period can be shortened, the engineering quality can be ensured at the same time, the construction process is simple and quick, the construction period can be effectively shortened, the cost is saved, and the energy-saving and environment-friendly effects are realized.
According to the scheme of the invention, the prefabricated building components are produced in a prefabricated processing factory in a batch processing mode, so that the dosage of various building materials is accurately controlled in the processing process, the dimensional accuracy of the prefabricated components is high, the production environment is strict, and the quality of the components is more reliable. The assembled light composite wallboard fully utilizes the characteristics of the materials, such as light weight, safety, reliability, strong impact resistance, no toxicity, incombustibility, better sound insulation, heat insulation, corrosion resistance, water resistance and the like, thereby realizing the high-quality, safe and efficient construction of the invention.
The construction method of the assembled light composite wallboard for the inner partition wall of the frame shear wall structure utilizes high-quality structural components and accurate installation and combination, thereby realizing more convenient, high-efficiency, safer and more reliable green building construction.
Drawings
Fig. 1 schematically shows a flow chart of a construction method of an assembled composite wallboard for an inner partition wall of a frame shear wall structure according to an embodiment of the present invention.
Detailed Description
The present disclosure will now be discussed with reference to exemplary embodiments. It should be understood that the embodiments discussed are merely to enable those of ordinary skill in the art to better understand and thus practice the teachings of the present invention and do not imply any limitation on the scope of the invention.
As used herein, the term "comprising" and variants thereof are to be interpreted as meaning "including but not limited to" open-ended terms. The term "based on" is to be interpreted as "based at least in part on". The terms "one embodiment" and "an embodiment" are to be interpreted as "at least one embodiment.
Fig. 1 schematically shows a flow chart of a construction method of an assembled composite wallboard for an inner partition wall of a frame shear wall structure according to an embodiment of the present invention. As shown in fig. 1, in the present embodiment, the method for constructing the assembled composite wallboard for the inner partition wall of the frame shear wall structure includes the following steps:
a. installing a wall body to finish wallboard assembly;
b. door and window frame plate installation is carried out according to the row plate diagram;
c. and (5) joint and wall surface treatment.
According to an embodiment of the present invention, in the step a, the wall installation includes:
cleaning: cleaning the installation place of the light composite wallboard, and measuring and releasing the wall edge and finishing acceptance inspection;
paying off: the elastic base line of the wall body installation part is vertical to the floor slab base or the beam base line so as to ensure the installation, when the installation length of the slat partition wall in the earthquake-proof fortification area exceeds 6m, a constructional column is designed, and reinforcing measures are taken;
cutting: in the installation process of the plate wall, basically dry operation is carried out, and the plate wall is cut by spraying water;
firstly cleaning dust on the surface of concave-convex grooves of the wallboard by wet cloth, brushing water for wetting, and then plastering the daub into grooves of the wallboard and floor baselines;
and (3) loading plates: the wallboards are pried up from the bottom by the iron pry to tightly lean against each other, so that the cement is extruded from the joints, and the full cement of the joints is ensured. The vertical seam of the single-layer plate is not suitable to be more than one time in the height limiting range, and adjacent seams are staggered by at least 300mm;
and (3) correction: after the wallboard is preliminarily assembled, checking flatness and verticality by using a 2m straight guiding ruler, correcting by using a pry, and using a wooden wedge and a wood wedge
The steel bars are fixed up and down, and two steel bars must be driven into a plate with the thickness of more than 120 mm;
fixing: the wall board and the floor slab are fixed up and down by 7-shaped nails, a constructional column is required to be added when the wall length exceeds 6m, and the minimum width of the patch is not less than 200mm when the end part is less than one standard board;
pointing: after the wallboard is installed by the joints (when not dried), the joint cement protruding out of the wallboard surface is scraped off, and joint openings are formed.
According to one embodiment of the present invention, in the step b, when the door and window frame plates are installed, the positioning plates are installed at the positions of the door and window openings marked by the row plate patterns, and then the partition walls are installed from the door and window openings to two sides. The wallboard should be firmly installed, the wallboard or the main body structure should be connected by adopting bonding materials, and the joint should be compact and have no cracks by adopting screening anti-cracking measures.
When special requirements are met on the door and window frames, measures such as steel reinforcement can be adopted, but the embedded parts in the wallboards at the two sides of the door and window opening are firmly connected.
When the door head transverse plate is installed, screening anti-cracking measures can be adopted at the joint of the door corner, and besides special joint putty, elastic sealing materials can also be adopted for filling the joint joints of the door, the window frame and the periphery of the opening, and screening reinforcing and anti-cracking measures can be adopted.
According to one embodiment of the present invention, the door and window frame installation should be performed 7 days after the wall panel partition installation is completed before the above step b.
Before installing door and window frames, reinforcing measures should be taken on the wall boards at the corners (such as L-shaped and T-shaped) of the wall bodies. Besides being glued by cement, the wallboard also has the length of 250mm
The steel bars are reinforced with a spacing of 600-800 mm. The steel bar head should be hit into the board and sealed with mortar, so as to prevent the steel bar from being corroded and oozed out of the wall surface.
Before installing the door and window frames, the constructional columns are arranged strictly according to the wall length not more than 6M, the specific dimensions are 150 x 250mm and 120 x 200mm, 4 12 stirrups 6@200 constructional columns are adopted for the reinforcing steel bars, and the floor slabs are respectively implanted from top to bottom.
Further, before installing the door and window frames, the water and electricity pipe, the wire installation and the laying should be carried out in cooperation with the installation of the partition wall of the wallboard, and should be carried out after the installation of the partition wall of the wallboard is completed for at least 7 days.
Further, in this embodiment, the ink line should be first positioned on the partition wall. The position and size of the transverse and longitudinal trunking and switch box should be cut to the position of the ejected ink line. Cutting out the wire by using a (small) hand, and then lightly punching the slot by using a manual work to strictly forbid violent slotting and hole punching.
After the wire grooves and the opening of the switch box are cut, the pipeline, the socket, the switch box and the positioning are required to be laid according to the design requirements, and the pipeline and the switch box can be fixed on the wallboard part with the groove holes by using screws and clamping pieces. Repairing the wall with material suitable for wall board. The switch box and the tappet seat are filled with adhesive materials and firmly adhered, and the surfaces of the switch box and the tappet seat are flush with the partition wall surface.
In the embodiment, pipelines and switches should be laid as soon as possible, and backfilled and reinforced in time. The grooved wall surface can be backfilled with special joint putty, and reinforced and anti-cracking measures such as alkali-resistant fiber mesh belts, non-woven fabrics or local hanging steel wire meshes are adopted.
According to one embodiment of the present invention, in the step c, the joint and wall treatment should be performed after the doors, windows and pipelines are installed (not less than 3 days). The method specifically comprises the following steps: firstly cleaning joint parts, filling broken holes, cleaning the surface, and then performing joint anti-cracking tape pasting construction;
the dust on the surface of the joint is firstly removed when the anti-cracking belt is stuck;
after the sizing agent is completely dried (48 hours), a perforated anti-cracking paper tape or an anti-cracking fiber mesh tape with the width of 5cm is stuck on the seam by using white emulsion, and a scraper is used for pressing along the joint, so as to scrape off the excessive white emulsion and remove bubbles under the paper tape;
after the perforation paper tape with the equal seams is completely dried, the facing construction of the surface of the wall body can be carried out according to the design requirements (such as plastering).
According to the scheme of the invention, the assembled light composite wallboard is used for replacing brickwork, so that the construction is simple and convenient, the efficiency is greatly increased, the double sides of the light composite wallboard are smooth, leveling plastering is not needed, and the efficiency is improved by more than 10 times compared with the construction of a masonry wall.
According to the scheme of the invention, the light composite wallboard has the characteristics of light weight, thin body, sound insulation, water resistance, heat preservation, good construction environment and the like, so that the construction process of the construction method not only ensures the quality, but also is convenient for construction.
According to the scheme, the material used for construction has good sound insulation, good heat insulation, good waterproof and fireproof properties, is simple to transport during construction, has low material loss rate, reduces construction waste, greatly reduces labor intensity due to light material, and is efficient and safe.
According to the scheme, the construction method is simple and reasonable, high-quality, safe and efficient construction can be realized by combining the characteristics of the assembled light composite wallboard, the construction period can be shortened, the engineering quality can be ensured at the same time, the construction process is simple and quick, the construction period can be effectively shortened, the cost is saved, and the energy-saving and environment-friendly effects are realized.
According to the scheme of the invention, the prefabricated building components are produced in a prefabricated processing factory in a batch processing mode, so that the dosage of various building materials is accurately controlled in the processing process, the dimensional accuracy of the prefabricated components is high, the production environment is strict, and the quality of the components is more reliable. The assembled light composite wallboard fully utilizes the characteristics of the materials, such as light weight, safety, reliability, strong impact resistance, no toxicity, incombustibility, better sound insulation, heat insulation, corrosion resistance, water resistance and the like, thereby realizing the high-quality, safe and efficient construction of the invention.
The construction method of the assembled light composite wallboard for the inner partition wall of the frame shear wall structure utilizes high-quality structural components and accurate installation and combination, thereby realizing more convenient, high-efficiency, safer and more reliable green building construction.
Finally, it is noted that the above-mentioned preferred embodiments are only intended to illustrate rather than limit the invention, and that, although the invention has been described in detail by means of the above-mentioned preferred embodiments, it will be understood by those skilled in the art that various changes in form and details may be made therein without departing from the scope of the invention as defined by the appended claims.
Claims (9)
1. The construction method of the assembled composite wallboard for the inner partition wall of the frame shear wall structure is characterized by comprising the following steps:
installing a wall body to finish wallboard assembly;
door and window frame plate installation is carried out according to the row plate diagram;
and (5) joint and wall surface treatment.
2. The method of constructing an assembled composite wall panel for an inner partition wall of a framed shear wall structure as claimed in claim 1, wherein the wall mounting comprises:
cleaning: cleaning a composite wallboard mounting station, and measuring and placing a wall edge line to finish acceptance inspection;
positioning and paying off: the elastic base line of the wall body installation part is vertical to the floor bottom or the beam bottom base line;
cutting: cutting after wetting the wallboard with water;
sizing: after the wallboard is wet by brushing water, daub is smeared in the grooves of the wallboard and the floor base line;
and (3) loading plates: abutting the wall panels against each other to cause the cement to be extruded from the joint;
and (3) correction: after the wallboard is assembled, checking flatness and verticality, correcting, and then fixing the wallboard up and down;
fixing: fixedly connecting the wallboard with the floor slab;
pointing: scraping out the joint cement of the convex wall panel surface and hooking out the joint seam.
3. The method of constructing a fabricated composite wall panel for an internal partition of a framed shear wall structure as claimed in claim 2, wherein a single layer of said wall panel has fewer than one vertical joint within a limited height range, and adjacent joints are staggered by at least 300mm.
4. The method for constructing an assembled composite wallboard for an inner partition wall of a frame shear wall structure according to claim 2, wherein the correction: after wallboard is assembled, checking flatness and correcting after verticality, and then fixing the wallboard up and down as follows:
after the wallboard is assembled,checking flatness and verticality with 2m straight guiding rule, adjusting with iron, and using wooden wedge and wood wedge
The steel bars are fixed up and down.
5. The method for constructing an assembled composite wallboard for an inner partition wall of a frame shear wall structure according to claim 2, wherein the fixing: fixedly connecting the wallboard with the floor slab:
the wall board and the floor slab are fixed by 7-shaped nails, the wall length is more than 6m, a constructional column is added, and the minimum width of the patch is more than or equal to 200mm when the end part is less than one standard board.
6. The method for constructing the assembled composite wallboard for the partition wall in the frame shear wall structure according to claim 1, wherein the door and window frame plates are arranged to be drawn out according to the row plate, the positions of the door and window openings are marked, the positioning plates are arranged after the positions are marked, and the partition wall is arranged from the door and window openings to two sides after the positioning plates are arranged.
7. The method of constructing an assembled composite wall panel for an inner partition wall of a framed shear wall structure according to claim 1, wherein the wall panel is subjected to a reinforcing treatment at the corners of the wall body before the door and window frames are installed, the reinforcing treatment comprising: the wallboard is bonded by using cement and is 250mm long
Reinforcing steel bars are reinforced with a spacing of 600-800 mm;
the head of the steel bar is driven into the wallboard and sealed by mortar.
8. The construction method of the assembled composite wallboard for the inner partition wall of the frame shear wall structure according to claim 1, wherein before the door and the window frame are installed, constructional columns are arranged according to the wall length of less than or equal to 6M, the sizes of the constructional columns are 150 x 250mm and 120 x 200mm, 4 12 stirrups 6@200 constructional columns are adopted for the reinforcing steel bars, and floor slabs are respectively implanted from top to bottom.
9. The method of constructing an assembled composite wall panel for an inner partition wall of a framed shear wall structure according to any of claims 1-8, wherein the joint and wall treatment comprises:
cleaning joint parts, filling broken holes, cleaning the surface, and then performing joint anti-cracking tape pasting construction;
a perforated anti-cracking paper tape or an anti-cracking fiber mesh tape is stuck on the seam by using a white emulsion, and is pressed along with the seam by using a scraper to scrape off the redundant white emulsion and remove bubbles under the paper tape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211703894.1A CN116084705A (en) | 2022-12-29 | 2022-12-29 | Construction method of assembled composite wallboard for inner partition wall of frame shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211703894.1A CN116084705A (en) | 2022-12-29 | 2022-12-29 | Construction method of assembled composite wallboard for inner partition wall of frame shear wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN116084705A true CN116084705A (en) | 2023-05-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202211703894.1A Pending CN116084705A (en) | 2022-12-29 | 2022-12-29 | Construction method of assembled composite wallboard for inner partition wall of frame shear wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN116084705A (en) |
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2022
- 2022-12-29 CN CN202211703894.1A patent/CN116084705A/en active Pending
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