CN107747367A - A kind of autoclaved lightweight sand aerated concrete（AAC）Sheet material construction method - Google Patents
A kind of autoclaved lightweight sand aerated concrete（AAC）Sheet material construction method Download PDFInfo
- Publication number
- CN107747367A CN107747367A CN201711049136.1A CN201711049136A CN107747367A CN 107747367 A CN107747367 A CN 107747367A CN 201711049136 A CN201711049136 A CN 201711049136A CN 107747367 A CN107747367 A CN 107747367A
- Authority
- CN
- China
- Prior art keywords
- sheet material
- plate
- construction method
- aac
- aerated 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
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
- E04B2/72—Non-load-bearing walls of elements of relatively thin form with respect to the thickness of the wall
-
- 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
- E04B2/72—Non-load-bearing walls of elements of relatively thin form with respect to the thickness of the wall
- E04B2/721—Non-load-bearing walls of elements of relatively thin form with respect to the thickness of the wall connections specially adapted therefor
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Floor Finish (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of autoclaved lightweight sand aerated concrete（AAC）Sheet material construction method, including：（1）It is determined that installation position line；（2）Sheet material is installed in place；（3）Special connecting piece is installed；（4）Adjust the perpendicularity and flatness of sheet material；（5）Plate stitch processing；（6）Fixed plate bottom；（7）Cleaning；（8）Check and accept.A kind of autoclaved lightweight sand aerated concrete of the present invention（AAC）Sheet material construction method, location and installation is accurate, there is preferable perpendicularity and flatness, can control construction quality, can improve operating efficiency, have preferable application value.
Description
Technical field
The present invention relates to technical field of building construction, more particularly to a kind of autoclaved lightweight sand aerated concrete（AAC）Plate
Material construction method.
Background technology
Autoclaved lightweight sand aerated concrete（AAC）Sheet material is with cement, lime, quartz sand（Flyash）For raw material, use
The welded reinforcement mesh sheet arrangement of reinforcement of special antirust solution processing, forms through autoclave, is high-performance porous silicate plate
Material, silicate material are not present problem of aging, are not easy to weathering, and its normal service life completely can be with all kinds of permanent constructions
The life-span of thing matches.At present, autoclaved lightweight sand aerated concrete（AAC）Sheet material is new material, AAC sheet materials have convenience,
The advantages that Lightness, fire line, thermal insulation, there is higher promotional value, but without the construction method for the material.
The content of the invention
For defect present in prior art or deficiency, the present invention innovatively proposes a kind of autoclaved lightweight sand aerating
Concrete（AAC）Sheet material construction method, location and installation is accurate, there is preferable perpendicularity and flatness, can control construction quality, can
Improve operating efficiency.
The technical proposal of the invention is realized in this way：
A kind of autoclaved lightweight sand aerated concrete（AAC）Sheet material construction method, comprises the following steps：
（1）It is determined that installation position line：According to engineering floor plan and live orientation axis, the peace of sheet material is determined by technical staff
Set the position of bit line and eject installation position line on sealing platform or floor with ink fountain；
（2）Sheet material is installed in place：Moved to after sheet material is manually erected at installation position line, sheet material upper and lower side is temporarily solid with timber wedge
It is fixed, it is both needed to stay 10-20mm gaps up and down, gap is clogged with polymer mortar；
（3）Special connecting piece is installed：After sheet material is in place, special connecting piece is installed according to the installation position line that identifies, every two pieces
The plate stitch of sheet material is provided with a special connecting piece, and the special connecting piece is connected by nailing with beams of concrete or plate；
（4）Adjust the perpendicularity and flatness of sheet material：The flatness of sheet material installation is checked with 2 meters of guiding rulers, with plumb bob and 2 meters of guiding rulers
Hang perpendicularity；
（5）Plate stitch processing：Gap is with 1 at sheet material lower end and sealing platform or floor:3 cement mortar or bonding agent pointing are closely knit, plate
Wall gap between material upper end and beams of concrete or plate is closely knit with polymer mortar pointing, and the raised both sides of sheet material are overworked into bonding
Mortar, by shove in the groove of adjacent sheet metal, then both sides are overworked to the projection of adhesive mortar and inserted in the groove of adjacent sheet metal, table
Face little damage available dedicated mortar filling-in；
（6）Fixed plate bottom：Sheet material base is mutually fixedly connected by every block of sheet material using pipe clamp with sealing platform or floor；
（7）Cleaning：Cement mortar or adhesive unnecessary at plate stitch are removed totally with scraper plate；
（8）Check and accept：The board wall installed, checked and accepted by the management of general contracting unit report, Party A, management company.
Preferably, the special connecting piece is U-shaped card, and a U-shaped card, institute are provided with the plate stitch of every two blocks of sheet material
State and hole clipping is provided with the middle part of U-shaped card, the nailing that the U-shaped card is penetrated by hole clipping is connected with beams of concrete or plate.
Preferably, the pipe clamp is connected and is placed in outside sheet material to the connecting tube of sheet material base and with connecting tube including pre-buried
The steel plate in portion, the steel plate hole for being available for nailing to penetrate is provided with the steel plate.
Preferably, the length of the nailing is 25mm.
Preferably, the J-shaped wall or turn that the sheet material construction method is also vertically spliced including two blocks of sheet materials
Angle wall, it is fixedly connected by pin between the two plates.
Preferably, the length of the pin is 300mm.
Compared with prior art, the beneficial effects of the present invention are：
The invention discloses a kind of autoclaved lightweight sand aerated concrete（AAC）Sheet material construction method, wherein, special connecting piece U-shaped
The use of card, enhance sheet material top and be positioned in beams of concrete or the soundness on top, U-shaped among the plate stitch of two plates,
The both sides of sheet material are respectively positioned in U-shaped card, improve stability；Mutually fixed by pipe clamp and sealing platform or floor in the bottom of sheet material
Connection, enhance sheet material bottom and sealing platform or the soundness of floor；Between sheet material and sheet material, wherein, one block of sheet material it is recessed
Shove in groove, another piece of raised both sides of sheet material are overworked adhesive mortar, projection inserted in groove, it is necessary to make the bonding between plate stitch
Agent is full, and outside extrusion board, enhances the firmness between sheet material and sheet material, and adhesion is stronger, it is ensured that construction quality, carries
High economic benefit.
The present invention innovatively proposes a kind of autoclaved lightweight sand aerated concrete（AAC）Sheet material construction method, positioning peace
Dress is accurate, there is preferable perpendicularity and flatness, can control construction quality, can improve operating efficiency, has preferable promote should
With value.
Brief description of the drawings
Fig. 1 is the wall elevational schematic view of the present invention；
Fig. 2 is the connection side view of beams of concrete or plate and U-shaped card in the present invention；
Fig. 3 is corner wall fixed structure schematic diagram in the present invention；
Fig. 4 is the splicing schematic diagram between sheet material in the present invention；
Reference：1st, beams of concrete or plate；2nd, sheet material；3rd, sealing platform or floor；4th, pipe clamp；5th, concrete column；6th, it is raised；7、
Groove；8th, U-shaped card；9th, connecting tube；10th, pin；11st, concrete column side plate material；12nd, nailing.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clearly and completely
Description, it is clear that described embodiment is only part of the embodiment of the present invention, rather than whole embodiments.Based on this hair
Embodiment in bright, the every other implementation that those of ordinary skill in the art are obtained under the premise of creative work is not made
Example, belongs to the scope of protection of the invention.
A kind of autoclaved lightweight sand aerated concrete（AAC）Sheet material construction method, comprises the following steps：
（1）It is determined that installation position line：According to engineering floor plan and live orientation axis, sheet material 2 is determined by technical staff
The position of position line is installed and ejects installation position line on sealing platform or floor with ink fountain；
（2）Sheet material is installed in place：Moved to after sheet material 2 is manually erected at installation position line, the upper and lower side timber wedge of sheet material 2 is interim
It is fixed, it is both needed to stay 10-20mm gaps up and down, gap is clogged with polymer mortar；
（3）Special connecting piece is installed：After sheet material 2 is in place, special connecting piece is installed according to the installation position line identified, every two pieces
The plate stitch of sheet material 2 is provided with a special connecting piece, and the special connecting piece is connected by nailing with beams of concrete or plate 1；
The special connecting piece is U-shaped card 8, is provided with a U-shaped card 8 at the plate stitch of every two blocks of sheet material 2, in the U-shaped card 8
Portion is provided with hole clipping, and the U-shaped card is connected by the nailing that hole clipping penetrates with beams of concrete or plate phase 1, install U-shaped card 8 when must
Nailing 12 of the length for 25mm must be used；
（4）Adjust the perpendicularity and flatness of sheet material 2：The flatness of the installation of sheet material 2 is checked with 2 meters of guiding rulers, is leaned on plumb bob and 2 meters
Chi hangs perpendicularity；
（5）Plate stitch processing：Gap is with 1 at the lower end of sheet material 2 and sealing platform or floor:3 cement mortar or bonding agent pointing are closely knit, plate
Wall gap between the upper end of material 2 and beams of concrete or plate 1 is closely knit with polymer mortar pointing, and the both sides of the projection 6 of sheet material 2 are overworked
Adhesive mortar, by shove in the groove 7 of adjacent sheet metal 2, then both sides are overworked to the projection 6 of adhesive mortar and insert adjacent sheet metal 2
In groove 7, surface little damage available dedicated mortar filling-in；
（6）Fixed plate bottom：The bottom of sheet material 2 is fixedly connected by every block of sheet material 2 using pipe clamp 4 with sealing platform or the phase of floor 3；It is described
Pipe clamp 4 includes the pre-buried connecting tube 9 to sheet material base and the steel plate for being connected with connecting tube 9 and being placed in outside sheet material, the steel
The steel plate hole for being available for nailing to penetrate is provided with plate；
（7）Cleaning：Cement mortar or adhesive unnecessary at plate stitch are removed totally with scraper plate；
（8）Check and accept：The board wall installed, checked and accepted by the management of general contracting unit report, Party A, management company.
A kind of autoclaved lightweight sand aerated concrete（AAC）Sheet material construction method is also carried out vertically including two blocks of sheet materials 2
The J-shaped wall or corner wall being spliced, it is fixedly connected by the pin that length is 300mm between the two plates 2.
The installation of sheet material 2 uses the mounting means of riser shove, fixing concrete beam or plate 1 and concrete column 5, U-shaped card 8,
The uniform claying shape binding agent in the side of concrete column 5, it is bonding with concrete column side plate material 11.Length must be used when U-shaped card 8 is installed
The nailing for 25mm is spent, U-shaped card 8 is close in beams of concrete or plate 1 and installation position line, and the sheet material close to concrete column 5 is being pacified
Side at least two U-shaped cards 8 are fixed during dress, and sheet material 2 enters above or in the U-shaped card of the left and right sides, and in the bottom of sheet material 2
The changing of the relative positions up and down is propped up, the both sides of the projection 6 of sheet material 2 is overworked binding agent and is fully combined with the groove 7 of another sheet material 2, sheet material 2
Within binding agent bonding gap control 2-5 millimeters, the vertical flatness and then bottom caulked timber wedge that control sheet material 2 make its firm.
Second piece of sheet material installation, fixing concrete beam or plate 1, U-shaped card 8, binding agent, Ran Houling are uniformly smeared in first piece of groove 7 of sheet material 2
The projection 6 that binding agent is overworked in the both sides of one sheet material 2 enters in groove 7, and the changing of the relative positions up and down is propped up in the bottom of sheet material 2, makes the side of sheet material 2
Binding agent fully combined with another sheet material, it is necessary to make the binding agent between plate stitch full, and outside extrusion board.Control hanging down for sheet material 2
Straight flatness and then bottom caulked timber wedge make it, and firmly then by that analogy, door opening top dimension of opening is less than or equal to
Installed during 3000mm using transverse slat, help to shoulder heavy thing a mouthful 150mm；Installed when dimension of opening is more than 3000mm using riser, metope last
Block sheet material will contact with other materials will reserve at least 10mm, its gap is sufficient filling with binding agent, clear up viscous between sheet material
Seam gap, binding agent plug reality gap are levelling.
Upper described is only the preferred embodiment of invention, is not intended to limit the invention, all spirit in the present invention and
Within principle, any modification, equivalent substitution and improvements made etc., it should be included in the scope of the protection.
Claims (6)
- A kind of 1. autoclaved lightweight sand aerated concrete（AAC）Sheet material construction method, it is characterised in that：Comprise the following steps：（1）It is determined that installation position line：According to engineering floor plan and live orientation axis, the peace of sheet material is determined by technical staff Set the position of bit line and eject installation position line on sealing platform or floor with ink fountain；（2）Sheet material is installed in place：Moved to after sheet material is manually erected at installation position line, sheet material upper and lower side is temporarily solid with timber wedge It is fixed, it is both needed to stay 10-20mm gaps up and down, gap is clogged with polymer mortar；（3）Special connecting piece is installed：After sheet material is in place, special connecting piece is installed according to the installation position line that identifies, every two pieces The plate stitch of sheet material is provided with a special connecting piece, and the special connecting piece is connected by nailing with beams of concrete or plate；（4）Adjust the perpendicularity and flatness of sheet material：The flatness of sheet material installation is checked with 2 meters of guiding rulers, with plumb bob and 2 meters of guiding rulers Hang perpendicularity；（5）Plate stitch processing：Gap is with 1 at sheet material lower end and sealing platform or floor:3 cement mortar or bonding agent pointing are closely knit, plate Wall gap between material upper end and beams of concrete or plate is closely knit with polymer mortar pointing, and the raised both sides of sheet material are overworked into bonding Mortar, by shove in the groove of adjacent sheet metal, then both sides are overworked to the projection of adhesive mortar and inserted in the groove of adjacent sheet metal, table Face little damage available dedicated mortar filling-in；（6）Fixed plate bottom：Sheet material base is mutually fixedly connected by every block of sheet material using pipe clamp with sealing platform or floor；（7）Cleaning：Cement mortar or adhesive unnecessary at plate stitch are removed totally with scraper plate；（8）Check and accept：The board wall installed, checked and accepted by the management of general contracting unit report, Party A, management company.
- 2. autoclaved lightweight sand aerated concrete according to claim 1（AAC）Sheet material construction method, it is characterised in that：Institute It is U-shaped card to state special connecting piece, and a U-shaped card is provided with the plate stitch of every two blocks of sheet material, and the middle part of the U-shaped card is set There is hole clipping, the nailing that the U-shaped card is penetrated by hole clipping is connected with beams of concrete or plate.
- 3. autoclaved lightweight sand aerated concrete according to claim 1（AAC）Sheet material construction method, it is characterised in that：Institute Stating pipe clamp includes the pre-buried connecting tube to sheet material base and the steel plate for being connected with connecting tube and being placed in outside sheet material, the steel plate On be provided with the steel plate hole for being available for nailing to penetrate.
- 4. according to the autoclaved lightweight sand aerated concrete described in claim any one of 1-3（AAC）Sheet material construction method, its feature It is：The length of the nailing is 25mm.
- 5. autoclaved lightweight sand aerated concrete according to claim 1（AAC）Sheet material construction method, it is characterised in that：Institute Stating sheet material construction method also includes the J-shaped wall or corner wall that two blocks of sheet materials are vertically spliced, the two plates Between be fixedly connected by pin.
- 6. autoclaved lightweight sand aerated concrete according to claim 5（AAC）Sheet material construction method, it is characterised in that：Institute The length for stating pin is 300mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711049136.1A CN107747367A (en) | 2017-10-31 | 2017-10-31 | A kind of autoclaved lightweight sand aerated concrete（AAC）Sheet material construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711049136.1A CN107747367A (en) | 2017-10-31 | 2017-10-31 | A kind of autoclaved lightweight sand aerated concrete（AAC）Sheet material construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107747367A true CN107747367A (en) | 2018-03-02 |
Family
ID=61253328
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711049136.1A Pending CN107747367A (en) | 2017-10-31 | 2017-10-31 | A kind of autoclaved lightweight sand aerated concrete（AAC）Sheet material construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107747367A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111549932A (en) * | 2020-04-30 | 2020-08-18 | 中国一冶集团有限公司 | Connecting structure of lightweight concrete wallboard and foundation structure and construction method |
| JP2021059949A (en) * | 2019-10-09 | 2021-04-15 | 鹿島建設株式会社 | Joining method and joining structure |
| CN112720837A (en) * | 2021-01-27 | 2021-04-30 | 太原钢铁(集团)有限公司 | Fast-assembling plastering-free aerated concrete slab and preparation method thereof |
| CN112942944A (en) * | 2021-02-04 | 2021-06-11 | 陕西建工第六建设集团有限公司 | Construction method of AAC heat-insulation laminated wallboard structure of frame-structured external wall |
-
2017
- 2017-10-31 CN CN201711049136.1A patent/CN107747367A/en active Pending
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2021059949A (en) * | 2019-10-09 | 2021-04-15 | 鹿島建設株式会社 | Joining method and joining structure |
| JP7224267B2 (en) | 2019-10-09 | 2023-02-17 | 鹿島建設株式会社 | Joining method and joining structure |
| CN111549932A (en) * | 2020-04-30 | 2020-08-18 | 中国一冶集团有限公司 | Connecting structure of lightweight concrete wallboard and foundation structure and construction method |
| CN112720837A (en) * | 2021-01-27 | 2021-04-30 | 太原钢铁(集团)有限公司 | Fast-assembling plastering-free aerated concrete slab and preparation method thereof |
| CN112942944A (en) * | 2021-02-04 | 2021-06-11 | 陕西建工第六建设集团有限公司 | Construction method of AAC heat-insulation laminated wallboard structure of frame-structured external wall |
| CN112942944B (en) * | 2021-02-04 | 2022-06-03 | 陕西建工第六建设集团有限公司 | Construction method of AAC heat-insulation laminated wallboard structure of frame-structured external wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107747367A (en) | A kind of autoclaved lightweight sand aerated concrete（AAC）Sheet material construction method | |
| CN104818787A (en) | Installation and construction method for large suspension glass curtain walls | |
| CN111042392A (en) | Construction method of SDHH type disassembly-free formwork foam concrete partition wall | |
| CN105178604A (en) | Construction method of assembly type superimposed floor slab | |
| CN111549932A (en) | Connecting structure of lightweight concrete wallboard and foundation structure and construction method | |
| CN113502944B (en) | PC exterior wall cladding structure and construction process thereof | |
| CN203769274U (en) | Horizontal floor tile laying positioning device | |
| CN214090756U (en) | System for construction is hung futilely to assembled ceramic tile wall | |
| CN208843546U (en) | A kind of structure adjusting stairway shaft length | |
| CN102777042A (en) | Installation technology of connecting board type inner separation wall | |
| CN109577511B (en) | Vertical seam connecting structure and connecting method for prefabricated wall panel | |
| CN108071194A (en) | A kind of cast-in-situ floor and thickness control of protection cover of rebar device and its construction technology | |
| CN207277543U (en) | A kind of batten steel house that can quickly assemble | |
| CN114086677A (en) | Heat-preservation construction process | |
| CN205369630U (en) | Prefabricated formula reinforced concrete superimposed sheet | |
| CN107859337A (en) | Steel-structure factory building FPB Light trabses cracking structure constructions | |
| CN210369457U (en) | Wall structure of integrated house | |
| CN104213713B (en) | A kind of method that self-insulating light inner wall panel and shear wall slab are installed simultaneously | |
| CN210263565U (en) | Additional building type floor slab in later period of decoration | |
| CN208137227U (en) | Sandwich combined system and office building | |
| CN220644715U (en) | Install masonry structure of hanging blue brick dry wall | |
| CN104790810A (en) | Window installation structure in aerated concrete block wall and construction method | |
| CN204081104U (en) | A kind of heat-insulation system | |
| CN110616947A (en) | Construction method of assembled fair-faced concrete enclosure wall | |
| CN111997206B (en) | Connecting structure for hoisting GRC plate at high altitude and construction method |
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 | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180302 |
|
| RJ01 | Rejection of invention patent application after publication |