CN107740530A - A kind of autoclave at high temperature lightweight aerated concrete entirety Side fascia and its construction method - Google Patents
A kind of autoclave at high temperature lightweight aerated concrete entirety Side fascia and its construction method Download PDFInfo
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- CN107740530A CN107740530A CN201711167988.0A CN201711167988A CN107740530A CN 107740530 A CN107740530 A CN 107740530A CN 201711167988 A CN201711167988 A CN 201711167988A CN 107740530 A CN107740530 A CN 107740530A
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- high temperature
- autoclave
- floor
- side fascia
- aerated concrete
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- 210000003195 fascia Anatomy 0.000 title claims abstract description 54
- 239000004567 concrete Substances 0.000 title claims abstract description 49
- 238000010276 construction Methods 0.000 title claims abstract description 22
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 105
- 239000010959 steel Substances 0.000 claims abstract description 105
- 238000009434 installation Methods 0.000 claims abstract description 15
- 239000000463 material Substances 0.000 claims description 28
- 239000004568 cement Substances 0.000 claims description 11
- 238000000034 method Methods 0.000 claims description 6
- 239000011248 coating agent Substances 0.000 claims description 5
- 238000000576 coating method Methods 0.000 claims description 5
- 238000004079 fireproofing Methods 0.000 claims description 5
- 238000004078 waterproofing Methods 0.000 claims description 5
- RKTYLMNFRDHKIL-UHFFFAOYSA-N copper;5,10,15,20-tetraphenylporphyrin-22,24-diide Chemical compound [Cu+2].C1=CC(C(=C2C=CC([N-]2)=C(C=2C=CC=CC=2)C=2C=CC(N=2)=C(C=2C=CC=CC=2)C2=CC=C3[N-]2)C=2C=CC=CC=2)=NC1=C3C1=CC=CC=C1 RKTYLMNFRDHKIL-UHFFFAOYSA-N 0.000 claims description 3
- 239000003755 preservative agent Substances 0.000 claims description 3
- 230000002335 preservative effect Effects 0.000 claims description 3
- 238000005507 spraying Methods 0.000 claims description 3
- 238000009966 trimming Methods 0.000 claims description 3
- 238000007789 sealing Methods 0.000 claims description 2
- 241001062009 Indigofera Species 0.000 abstract description 2
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009740 moulding (composite fabrication) Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 229910000746 Structural steel Inorganic materials 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000005871 repellent Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/049—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres completely or partially of insulating material, e.g. cellular concrete or foamed plaster
-
- 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
- E04G21/16—Tools or apparatus
- E04G21/167—Tools or apparatus specially adapted for working-up plates, panels or slab shaped building elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention discloses a kind of autoclave at high temperature lightweight aerated concrete entirety Side fascia and its construction method, including autoclave at high temperature lightweight aerated concrete batten and shaped steel keel bracket, it is mutually twisted between polylith autoclave at high temperature lightweight aerated concrete batten along shaped steel keel bracket by male and female groove and is spliced into Side fascia entirety, Side fascia is fixedly connected entirely through L-type steel connector with floor.Wherein, floor is fixed on the shaped steel keel bracket at the Side fascia entirety back side, in practice of construction, autoclave at high temperature lightweight aerated concrete batten and shaped steel keel bracket are assembled into unit plate in factory in advance, job site utilizes bolt and upper strata floor, L-type steel connector on lower floor's floor is fixedly connected, its whole Side fascia can integrally be fabricated to different sizes in factory, improve the overall making precision of Side fascia, simultaneously, also big plate integral installation can be realized at the construction field (site), installation personnel, which both can internally operate can also be used, hangs indigo plant in field operation, construction method is easy.
Description
Technical field
The present invention relates to technical field of buildings, specially a kind of autoclave at high temperature lightweight aerated concrete entirety Side fascia and its
Construction method.
Background technology
Autoclave at high temperature light concrete plate (Autoclaved Lightweight Concrete) is that high-performance steam pressure adds
One kind of gas concrete, it is to be formed with flyash (or silica sand), cement, lime etc. for main material by autoclave curing
More aerocrete sheet formings (including treated reinforcing bar enhancing).This sheet material can both do materials for wall, can do room again
Panel, it is a kind of building material of superior performance.
Existing autoclave at high temperature light concrete plate is installed with batten of the width no more than 600mm, exterior wall be present
Plate installation measure is more, node complex process, and it is more to install back work and the fitment material of early stage, construction cost still compared with
Greatly, the shortcomings such as installation efficiency is low.
The content of the invention
It is an object of the invention to provide a kind of autoclave at high temperature lightweight aerated concrete entirety Side fascia and its construction method,
It is easy with construction method, the advantages that improving the making precision of integral wall, to solve the problems mentioned in the above background technology.
To achieve the above object, the present invention provides following technical scheme：A kind of autoclave at high temperature lightweight aerated concrete is overall
Side fascia, including autoclave at high temperature lightweight aerated concrete batten and shaped steel keel bracket；The shaped steel keel bracket is by Z-shaped water
Flat girder steel and box steel column composition；The box steel column upper and lower ends, which run through, main structure connecting hole；The horizontal girder steel of Z-shaped
The section at both ends is welded on two box steel columns, and in upper and lower two layers distribution, two box steel columns and the horizontal steel of two layers of Z-shaped
Beam is welded into the shaped steel keel bracket of tetragonal body structure, and hush panel is sealed with the upper and lower ends mouth of box steel column；The shaped steel
Autoclave at high temperature lightweight aerated concrete batten is installed on the end face of keel bracket, autoclave at high temperature lightweight aerated concrete batten
Both sides are provided with male and female groove, pass through male and female groove along shaped steel keel bracket between polylith autoclave at high temperature lightweight aerated concrete batten
It is mutually twisted；The autoclave at high temperature lightweight aerated concrete batten upper and lower ends are also fixed on type by wallboard Special connecting bolt
On steel joist support, and the front end hanging head of wallboard Special connecting bolt is articulated on the notch of the horizontal girder steel of Z-shaped；Described in polylith
Autoclave at high temperature lightweight aerated concrete batten pass through that Side fascia is formed on shaped steel keel bracket is overall；The Side fascia
Upper strata floor and lower floor's floor are installed on the whole, L-type steel connector, L-type steel are respectively and fixedly provided with upper strata floor and lower floor's floor
Connector is bolted on the main structure connecting hole of box steel column upper and lower ends.
Preferably, the overall width of the Side fascia is using 600mm as basic module, and Breadth Maximum 3000mm is public with energy
Road transport is defined.
Preferably, the Side fascia is overall according to job site process requirements, in factory beforehand through autoclave at high temperature lightweight
Air entrained concrete batten and shaped steel keel bracket are assembled into the size to match.
Preferably, the horizontal seam filling fire proofing material between the Side fascia entirety and upper strata floor, lower floor's floor plate end,
PE rods and waterproof gasket cement, sheet material longitudinal slot filling waterproof gasket cement, sheet material basal plane spraying exterior wall waterproofing coating.
The present invention provides another technical solution：A kind of construction of autoclave at high temperature lightweight aerated concrete entirety Side fascia
Method, comprise the following steps：
S1：Make Side fascia and integrally fix special shaped steel keel bracket, shaped steel keel bracket uses two Z-shaped levels
Girder steel and two box steel columns are welded；
S2：Shaped steel keel bracket installs autoclave at high temperature lightweight aerated concrete batten, sheet material both sides after carrying out preservative treatment
Male and female groove direction it is consistent with design typesetting, the occlusion of male and female groove between two adjacent panels, sheet material lower end is supported on bottom Z-shaped water
On the supporting plate of flat girder steel；
S3：L-type steel connector is installed on the correspondence position of upper strata floor and lower floor's floor, L-type steel connector is using first
Installation is unilateral, and opposite side is installed further according to use demand；
S4：Side fascia integral unit is lifted with crane gear, Side fascia inserts spiral shell entirely through on main structure connecting hole
Bolt is first fixed temporarily with the L-type steel connector on floor, is tightened bolt after the completion of absolute altitude and axis trimming again and is fixed；
S5：After the completion of upper strata floor, lower floor's floor and Side fascia integral installation, the horizontal seam filling between upper and lower plates end is anti-
Fiery material, PE rods and waterproof gasket cement, sheet material longitudinal slot filling waterproof gasket cement, exterior wall is sprayed after the completion of the processing of sheet material basal plane
Water-repellent paint.
Compared with prior art, the beneficial effects of the invention are as follows：
This autoclave at high temperature lightweight aerated concrete entirety Side fascia and its construction method, the overall height of Side fascia is according to building
Layer height, panel width is using 600mm as basic module, Breadth Maximum 3000mm, is defined by energy highway transportation, whole Side fascia is whole
Body is fixed on shaped steel keel bracket overleaf, when being processed at practice of construction scene, is in advance added autoclave at high temperature lightweight in factory
Gas concrete batten and shaped steel keel bracket are assembled into unit plate, and job site utilizes bolt and upper strata floor, lower floor's floor
On L-type steel connector be fixedly connected, its whole Side fascia can integrally be fabricated to different sizes in factory, and it is whole to improve Side fascia
The making precision of body, meanwhile, big plate integral installation can be also realized at the construction field (site), and installation personnel both can internally operate or profit
It is blue easy in field operation, construction method with hanging.
Brief description of the drawings
Fig. 1 is the overall structure diagram of the present invention；
Fig. 2 is Fig. 1 side views of the present invention；
Fig. 3 is Fig. 1 top views of the present invention；
Fig. 4 is Fig. 1 partial enlarged drawings of the present invention；
Fig. 5 is the Side fascia overall structure figure of the present invention；
Fig. 6 is Side fascia overall perspective of the present invention；
Fig. 7 is Fig. 6 front views of the present invention；
Fig. 8 is shaped steel keel bracket exploded view of the present invention；
Fig. 9 is batten of the present invention and shaped steel keel bracket spliced map；
Figure 10 is Fig. 9 A-A profiles of the present invention；
Figure 11 is the batten and shaped steel keel bracket installation diagram of the present invention；
Figure 12 is Fig. 5 side views of the present invention；
Figure 13 is upper strata floor of the present invention and lower floor's floor construction figure.
In figure：1 autoclave at high temperature lightweight aerated concrete batten, 11 wallboard Special connecting bolts, 12 male and female grooves, 2 shaped steel dragon
Bone support, the horizontal girder steel of 21Z fonts, 22 box steel columns, 221 main structure connecting holes, 222 hush panels, 3 Side fascias are overall, 4 upper stratas
Floor, 5 lower floor's floors, 6L structural steel connecting members.
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 clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, rather than whole embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained every other under the premise of creative work is not made
Embodiment, belong to the scope of protection of the invention.
Embodiment one：
Body 1-13, a kind of autoclave at high temperature lightweight aerated concrete entirety Side fascia, including autoclave at high temperature lightweight is referred to add
Gas concrete batten 1 and shaped steel keel bracket 2；Shaped steel keel bracket 2 is made up of the horizontal girder steel 21 of Z-shaped and box steel column 22；
The upper and lower ends of box steel column 22, which run through, main structure connecting hole 221；The section at the horizontal both ends of girder steel 21 of Z-shaped is welded on two casees
On shape steel column 22, and in upper and lower two layers distribution, two box steel columns 22 and the horizontal girder steel 21 of two layers of Z-shaped are welded into tetragonal body knot
The shaped steel keel bracket 2 of structure, hush panel 222 is sealed with the upper and lower ends mouth of box steel column 22；The end face of shaped steel keel bracket 2
On autoclave at high temperature lightweight aerated concrete batten 1 is installed, the both sides of autoclave at high temperature lightweight aerated concrete batten 1 are provided with public affairs
Female groove 12, mutually stung by male and female groove 12 along shaped steel keel bracket 2 between polylith autoclave at high temperature lightweight aerated concrete batten 1
Close；The upper and lower ends of autoclave at high temperature lightweight aerated concrete batten 1 are also fixed on shaped steel keel by wallboard Special connecting bolt 11
On support 2, and the front end hanging head of wallboard Special connecting bolt 11 is articulated on the notch of the horizontal girder steel 21 of Z-shaped；Polylith high temperature
For autoclaved lightweight aerated concrete batten 1 by forming Side fascia overall 3 on shaped steel keel bracket 2, Side fascia is overall 3
According to job site process requirements, spelled in factory beforehand through autoclave at high temperature lightweight aerated concrete batten 1 and shaped steel keel bracket 2
The size to match is dressed up, the width of Side fascia overall 3 is using 600mm as basic module, Breadth Maximum 3000mm, with energy highway
Transport is defined；Upper strata floor 4 and lower floor's floor 5 are installed on Side fascia overall 3, fixed on upper strata floor 4 and lower floor's floor 5
There is L-type steel connector 6, L-type steel connector 6 is bolted on the main structure connecting hole 221 of the upper and lower ends of box steel column 22
On, horizontal seam filling fire proofing material, PE rods and anti-watertight between Side fascia overall 3 and upper strata floor 4, the plate end of lower floor's floor 5
Sealing, sheet material longitudinal slot filling waterproof gasket cement, sheet material basal plane spraying exterior wall waterproofing coating.
Embodiment two：
Described based on embodiment one, on the basis of embodiment one, also provide a kind of autoclave at high temperature lightweight aerated concrete
The construction method of overall Side fascia, comprises the following steps：
The first step：Make Side fascia overall 3 and fix special shaped steel keel bracket 2, shaped steel keel bracket 2 uses two Z
The horizontal girder steel 21 of font and two box steel columns 22 are welded；
Second step：Shaped steel keel bracket 2 installs autoclave at high temperature lightweight aerated concrete batten 1, plate after carrying out preservative treatment
The direction of male and female groove 12 of material both sides is consistent with design typesetting, and the male and female groove 12 between two adjacent panels is engaged, and sheet material lower end is supported on
On the supporting plate of the horizontal girder steel 21 of bottom Z-shaped；
3rd step：L-type steel connector 6, L-type steel connector are installed on the correspondence position of upper strata floor 4 and lower floor's floor 5
6 is unilateral using first installation, and opposite side is installed further according to use demand；
4th step：With the overall Unit 3 of crane gear lifting Side fascia, Side fascia overall 3 is by main structure connecting hole 221
Upper insertion bolt is first fixed temporarily with the L-type steel connector 6 on floor, is tightened bolt after the completion of absolute altitude and axis trimming again and is consolidated
It is fixed；
5th step：After overall 3 installations of upper strata floor 4, lower floor's floor 5 and Side fascia, the transverse direction between upper and lower plates end
Seam filling fire proofing material, PE rods and waterproof gasket cement, sheet material longitudinal slot filling waterproof gasket cement, after the completion of the processing of sheet material basal plane
Spray exterior wall waterproofing coating.
In summary：Autoclave at high temperature lightweight aerated concrete entirety Side fascia provided by the invention and its construction method, outside
The height of wallboard overall 3 is according to story height, and panel width is using 600mm as basic module, Breadth Maximum 3000mm, with energy highway
Transport is defined, and whole Side fascia overall 3 is fixed on shaped steel keel bracket 2 overleaf, when being processed at practice of construction scene, in advance
Autoclave at high temperature lightweight aerated concrete batten 1 and shaped steel keel bracket 2 are assembled into unit plate in factory, job site utilizes
Bolt is fixedly connected with the L-type steel connector 6 on upper strata floor 4, lower floor's floor 5, and its whole Side fascia overall 3 can be in factory's system
Different sizes is made, improves the making precision of Side fascia overall 3, meanwhile, big plate integral installation can be also realized at the construction field (site),
Installation personnel, which both can internally operate can also be used, hangs indigo plant in field operation, construction method simplicity.
The foregoing is only a preferred embodiment of the present invention, but protection scope of the present invention be not limited thereto,
Any one skilled in the art the invention discloses technical scope in, technique according to the invention scheme and its
Inventive concept is subject to equivalent substitution or change, should all be included within the scope of the present invention.
Claims (5)
1. a kind of autoclave at high temperature lightweight aerated concrete entirety Side fascia, it is characterised in that lightweight aerated mixed including autoclave at high temperature
Coagulate native batten (1) and shaped steel keel bracket (2)；The shaped steel keel bracket (2) is by the horizontal girder steel of Z-shaped (21) and box steel column
(22) form；Box steel column (22) upper and lower ends, which run through, main structure connecting hole (221)；The horizontal girder steel of Z-shaped
(21) section at both ends is welded on two box steel columns (22), and in upper and lower two layers distribution, two box steel columns (22) and two
The layer horizontal girder steel of Z-shaped (21) is welded into the shaped steel keel bracket (2) of tetragonal body structure, the upper and lower ends in box steel column (22)
Mouth is sealed with hush panel (222)；Autoclave at high temperature lightweight aerated concrete bar is installed on the end face of the shaped steel keel bracket (2)
Plate (1), the both sides of autoclave at high temperature lightweight aerated concrete batten (1) are provided with male and female groove (12), and polylith autoclave at high temperature lightweight adds
It is mutually twisted between gas concrete batten (1) along shaped steel keel bracket (2) by male and female groove (12)；The autoclave at high temperature lightweight
Air entrained concrete batten (1) upper and lower ends are also fixed on shaped steel keel bracket (2) by wallboard Special connecting bolt (11), and
The front end hanging head of wallboard Special connecting bolt (11) is articulated on the notch of the horizontal girder steel of Z-shaped (21)；High temperature described in polylith
Autoclaved lightweight aerated concrete batten (1) is overall (3) by forming Side fascia on shaped steel keel bracket (2)；It is described outer
Upper strata floor (4) and lower floor's floor (5) are installed on wallboard overall (3), fixed on upper strata floor (4) and lower floor's floor (5)
There is L-type steel connector (6), L-type steel connector (6) is bolted on the main structure connection of box steel column (22) upper and lower ends
On hole (221).
A kind of 2. autoclave at high temperature lightweight aerated concrete entirety Side fascia as claimed in claim 1, it is characterised in that：It is described outer
The width of wallboard overall (3) is using 600mm as basic module, Breadth Maximum 3000mm, is defined by energy highway transportation.
A kind of 3. autoclave at high temperature lightweight aerated concrete entirety Side fascia as claimed in claim 1, it is characterised in that：It is described outer
Wallboard overall (3) according to job site process requirements, factory beforehand through autoclave at high temperature lightweight aerated concrete batten (1) and
Shaped steel keel bracket (2) is assembled into the size to match.
A kind of 4. autoclave at high temperature lightweight aerated concrete entirety Side fascia as claimed in claim 1, it is characterised in that：It is described outer
Horizontal seam filling fire proofing material, PE rods and anti-watertight between wallboard overall (3) and upper strata floor (4), lower floor's floor (5) plate end
Sealing, sheet material longitudinal slot filling waterproof gasket cement, sheet material basal plane spraying exterior wall waterproofing coating.
5. a kind of construction method of autoclave at high temperature lightweight aerated concrete entirety Side fascia as claimed in claim 1, its feature
It is, comprises the following steps：
S1：The fixed special shaped steel keel bracket (2) of Side fascia overall (3) is made, shaped steel keel bracket (2) uses two Z-shapeds
The horizontal girder steel of type (21) and two box steel columns (22) are welded；
S2：Shaped steel keel bracket (2) installs autoclave at high temperature lightweight aerated concrete batten (1), sheet material two after carrying out preservative treatment
Male and female groove (12) direction of side is consistent with design typesetting, and male and female groove (12) occlusion between two adjacent panels, sheet material lower end is supported on
On the supporting plate of the horizontal girder steel of bottom Z-shaped (21)；
S3：L-type steel connector (6), L-type steel connector are installed on the correspondence position of upper strata floor (4) and lower floor's floor (5)
(6) it is unilateral using first installation, opposite side is installed further according to use demand；
S4：With overall (3) unit of crane gear lifting Side fascia, Side fascia overall (3) passes through on main structure connecting hole (221)
It is first temporarily fixed with the L-type steel connector (6) on floor to insert bolt, tightens bolt again after the completion of absolute altitude and axis trimming and consolidates
It is fixed；
S5：After overall (3) installation of upper strata floor (4), lower floor's floor (5) and Side fascia, the horizontal seam between upper and lower plates end
Fire proofing material, PE rods and waterproof gasket cement are filled, sheet material longitudinal slot filling waterproof gasket cement, is sprayed after the completion of the processing of sheet material basal plane
Apply exterior wall waterproofing coating.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711167988.0A CN107740530B (en) | 2017-11-21 | 2017-11-21 | High-temperature autoclaved lightweight aerated concrete integral external wall panel and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711167988.0A CN107740530B (en) | 2017-11-21 | 2017-11-21 | High-temperature autoclaved lightweight aerated concrete integral external wall panel and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107740530A true CN107740530A (en) | 2018-02-27 |
| CN107740530B CN107740530B (en) | 2024-03-19 |
Family
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|---|---|---|---|
| CN201711167988.0A Active CN107740530B (en) | 2017-11-21 | 2017-11-21 | High-temperature autoclaved lightweight aerated concrete integral external wall panel and construction method thereof |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113417383A (en) * | 2021-07-20 | 2021-09-21 | 中国建筑第八工程局有限公司 | Anti-cracking structure and anti-cracking device of integrated outer wall and extrusion force design method of anti-cracking device |
| CN113700247A (en) * | 2021-07-30 | 2021-11-26 | 江苏宝鹏建筑工业化材料有限公司 | Anti-permeation cracking autoclaved aerated concrete slab and mounting method thereof |
| CN114108831A (en) * | 2021-11-17 | 2022-03-01 | 中国航空规划设计研究总院有限公司 | Connection node of assembled external wall panel and installation and design method thereof |
| CN114182849A (en) * | 2021-12-02 | 2022-03-15 | 浙江精工钢结构集团有限公司 | Construction method of ALC (autoclaved lightweight concrete) batten outer wall for steel structure building |
| CN116096974A (en) * | 2020-03-17 | 2023-05-09 | R·W·切尔卡斯 | Method and arrangement for installing building panels |
| CN116696056A (en) * | 2023-07-25 | 2023-09-05 | 中国十七冶集团有限公司 | Construction method of autoclaved aerated concrete precast slab |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000247762A (en) * | 1999-02-24 | 2000-09-12 | Sumitomo Metal Mining Co Ltd | Production of autoclaved lightweight concrete |
| JP2006051716A (en) * | 2004-08-13 | 2006-02-23 | Sumitomo Kinzoku Kozan Siporex Kk | Method for producing autoclaved lightweight concrete panel |
| CN101892717A (en) * | 2010-06-30 | 2010-11-24 | 中国京冶工程技术有限公司 | Large autoclaved lightweight aerated concrete slab and installation method thereof |
| CN102587677A (en) * | 2012-03-31 | 2012-07-18 | 天津住宅集团建设工程总承包有限公司 | Construction method for mounting sand autoclaved aerated side fascias at openings of doors and windows in steel structures |
| CN103556757A (en) * | 2013-10-22 | 2014-02-05 | 沈阳建筑大学 | Connecting component and construction method for autoclaved lightweight aerated concrete external wall plates and steel column |
| CN103883038A (en) * | 2013-10-24 | 2014-06-25 | 沈阳建筑大学 | Steaming and pressing light aerated concrete outer wallboard and steel beam connecting construction member and construction method |
| CN205502377U (en) * | 2016-03-18 | 2016-08-24 | 杭州泽通建筑节能新材料有限公司 | Hanging wallboard is partly inlayed to unit -installment light |
| CN107130757A (en) * | 2017-06-19 | 2017-09-05 | 南京旭建新型建材股份有限公司 | Large autoclaved lightweight aerated concrete slab component |
| CN207553424U (en) * | 2017-11-21 | 2018-06-29 | 深圳金鑫绿建股份有限公司 | A kind of autoclave at high temperature lightweight aerated concrete entirety Side fascia |
-
2017
- 2017-11-21 CN CN201711167988.0A patent/CN107740530B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000247762A (en) * | 1999-02-24 | 2000-09-12 | Sumitomo Metal Mining Co Ltd | Production of autoclaved lightweight concrete |
| JP2006051716A (en) * | 2004-08-13 | 2006-02-23 | Sumitomo Kinzoku Kozan Siporex Kk | Method for producing autoclaved lightweight concrete panel |
| CN101892717A (en) * | 2010-06-30 | 2010-11-24 | 中国京冶工程技术有限公司 | Large autoclaved lightweight aerated concrete slab and installation method thereof |
| CN102587677A (en) * | 2012-03-31 | 2012-07-18 | 天津住宅集团建设工程总承包有限公司 | Construction method for mounting sand autoclaved aerated side fascias at openings of doors and windows in steel structures |
| CN103556757A (en) * | 2013-10-22 | 2014-02-05 | 沈阳建筑大学 | Connecting component and construction method for autoclaved lightweight aerated concrete external wall plates and steel column |
| CN103883038A (en) * | 2013-10-24 | 2014-06-25 | 沈阳建筑大学 | Steaming and pressing light aerated concrete outer wallboard and steel beam connecting construction member and construction method |
| CN205502377U (en) * | 2016-03-18 | 2016-08-24 | 杭州泽通建筑节能新材料有限公司 | Hanging wallboard is partly inlayed to unit -installment light |
| CN107130757A (en) * | 2017-06-19 | 2017-09-05 | 南京旭建新型建材股份有限公司 | Large autoclaved lightweight aerated concrete slab component |
| CN207553424U (en) * | 2017-11-21 | 2018-06-29 | 深圳金鑫绿建股份有限公司 | A kind of autoclave at high temperature lightweight aerated concrete entirety Side fascia |
Cited By (7)
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|---|---|---|---|---|
| CN116096974A (en) * | 2020-03-17 | 2023-05-09 | R·W·切尔卡斯 | Method and arrangement for installing building panels |
| CN113417383A (en) * | 2021-07-20 | 2021-09-21 | 中国建筑第八工程局有限公司 | Anti-cracking structure and anti-cracking device of integrated outer wall and extrusion force design method of anti-cracking device |
| CN113700247A (en) * | 2021-07-30 | 2021-11-26 | 江苏宝鹏建筑工业化材料有限公司 | Anti-permeation cracking autoclaved aerated concrete slab and mounting method thereof |
| CN114108831A (en) * | 2021-11-17 | 2022-03-01 | 中国航空规划设计研究总院有限公司 | Connection node of assembled external wall panel and installation and design method thereof |
| CN114108831B (en) * | 2021-11-17 | 2023-09-22 | 中国航空规划设计研究总院有限公司 | Connecting node of assembled external wall panel and installation and design method thereof |
| CN114182849A (en) * | 2021-12-02 | 2022-03-15 | 浙江精工钢结构集团有限公司 | Construction method of ALC (autoclaved lightweight concrete) batten outer wall for steel structure building |
| CN116696056A (en) * | 2023-07-25 | 2023-09-05 | 中国十七冶集团有限公司 | Construction method of autoclaved aerated concrete precast slab |
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