CN108487508A - A kind of construction method of two-way tongue and groove autoclave at high temperature lightweight concrete slab - Google Patents
A kind of construction method of two-way tongue and groove autoclave at high temperature lightweight concrete slab Download PDFInfo
- Publication number
- CN108487508A CN108487508A CN201810348229.2A CN201810348229A CN108487508A CN 108487508 A CN108487508 A CN 108487508A CN 201810348229 A CN201810348229 A CN 201810348229A CN 108487508 A CN108487508 A CN 108487508A
- Authority
- CN
- China
- Prior art keywords
- concrete slab
- lightweight concrete
- groove
- tongue
- floor
- 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
- 239000004567 concrete Substances 0.000 title claims abstract description 70
- 238000010276 construction Methods 0.000 title claims abstract description 55
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical group [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 11
- 239000003566 sealing material Substances 0.000 claims abstract description 8
- 239000011083 cement mortar Substances 0.000 claims abstract description 5
- 238000007789 sealing Methods 0.000 claims abstract description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000003795 chemical substances by application Substances 0.000 claims description 3
- 239000004570 mortar (masonry) Substances 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims description 2
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 239000004568 cement Substances 0.000 abstract description 6
- 210000003195 fascia Anatomy 0.000 abstract description 4
- 238000005253 cladding Methods 0.000 abstract description 3
- 238000005336 cracking Methods 0.000 abstract description 3
- 239000012530 fluid Substances 0.000 abstract description 2
- 239000000565 sealant Substances 0.000 abstract description 2
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 235000008429 bread Nutrition 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
- 238000009434 installation Methods 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 238000009740 moulding (composite fabrication) Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
-
- 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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
Abstract
The invention discloses a kind of construction methods of two-way tongue and groove autoclave at high temperature lightweight concrete slab, including the embedded iron parts in floor construction layer, the side of floor construction layer is spliced between the two-way tongue and groove of lightweight concrete slab, the both ends of lightweight concrete slab are fixed using the angle cleat of wallboard connection bolt and floor construction layer, lightweight concrete slab lower end is completely spread levelling with cement mortar, on, sealing material is filled in the lightweight concrete slab horizontal clearance of lower layer, and elastic water-proof fluid sealant is filled at sealing, realize the waterproof requirement of plate mouth seam, meet force request of the embedded Side fascia under wind load and deformation operating mode, floor construction layer bonds closely knit with lightweight concrete slab, avoid the occurrence of the horizontal clearance of cladding panel；Secondly, the floor construction layer of upper and lower layer is directly connected by lightweight concrete slab, and seam crossing fills sealing material and waterproof gasket cement, avoids the cracking being connect with floor and leakage hidden trouble.
Description
Technical field
The present invention relates to building board construction technical field, specially a kind of two-way tongue and groove autoclave at high temperature lightweight concrete slab
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 is with flyash (or silica sand), cement, lime etc. for main material, made of autoclave curing
More aerocrete sheet formings (including treated reinforcing bar enhancing), are a kind of building materials of superior performance.
The existing embedded mounting process of autoclave at high temperature light concrete plate be only applicable to the interior wall of both ends flat mouth type every
Plate construct, cannot meet matchboard exterior wall installation requirement.
Invention content
The purpose of the present invention is to provide a kind of construction methods of two-way tongue and groove autoclave at high temperature lightweight concrete slab, using interior
Embedded mounting structure, construction technology is simple, and water resistance is good, to solve the problems mentioned in the above background technology.
To achieve the above object, the present invention provides the following technical solutions：A kind of two-way tongue and groove autoclave at high temperature lightweight concrete
The construction method of plate, includes the following steps：
S1：The embedded iron parts in floor construction layer splice the side of floor construction layer in upper and lower two blocks of lightweight concretes
Between the areas unidirectional tongue and groove A and the areas unidirectional tongue and groove B of plate；
S2：The vertical surface side contacted with lightweight concrete slab in floor construction layer is fixedly connected with angle steel, lightweight concrete slab
Horizontal load reach agent structure layer by angle cleat and embedded iron parts；
S3：The both ends of lightweight concrete slab are fixed using the angle cleat of wallboard connection bolt and floor construction layer, are realized
The horizontal load of lightweight concrete slab reaches the angle cleat fixing piece of floor construction layer；
S4：Lightweight concrete slab lower end completely spread with cement mortar it is levelling, realize lightweight concrete slab vertical load pass through sand
Pulp layer effectively reaches floor construction layer, and bonding and the leveling of lightweight concrete slab and floor construction layer are realized by mortar；
S5：Sealing material is filled in the lightweight concrete slab horizontal clearance of upper and lower layer, and elastic water-proof is filled at sealing
Fluid sealant realizes the waterproof requirement of plate mouth seam.
Preferably, the angle cleat is fixedly connected with embedded iron parts.
Preferably, the areas unidirectional tongue and groove A and the areas unidirectional tongue and groove B are to make a thickness at the both ends of lightweight concrete slab
Thin type tongue and groove face not less than 40mm, thin type tongue and groove height are fixed according to the slab thickness of place floor.
Preferably, the lightweight concrete slab is mounted on using embedded on floor construction layer, the areas unidirectional tongue and groove A and list
The outside of floor structure plate side elevation is wrapped in the tongue and groove side in the areas tongue and groove B, unilateral tongue and groove height can be in floor structure plate thickness
Value in range.
Preferably, the angle cleat is mounted on vertical with floor structure plate on the outside of the areas unidirectional tongue and groove A and the areas unidirectional tongue and groove B
Wallboard connection bolt is fastened between facing directly, and on angle cleat, the other end perforation of wallboard connection bolt is connected to lightweight and mixes
In concrete board.
Compared with prior art, the beneficial effects of the invention are as follows：
1, the construction method of this two-way tongue and groove autoclave at high temperature lightweight concrete slab, meets embedded Side fascia in wind load and change
Force request under shape operating mode, by the processing of screed, lightweight concrete slab can be effectively embedded on floor construction layer, building
Harden structure layer and lightweight concrete slab bonding are closely knit, avoid the occurrence of the horizontal clearance of cladding panel.
2, the construction method of this two-way tongue and groove autoclave at high temperature lightweight concrete slab is bolted, lightweight by wallboard connection
Power transmission between concrete slab and floor construction layer is clear, and the floor construction layer of upper and lower layer is directly held in the mouth by lightweight concrete slab
It connects, seam crossing fills sealing material and waterproof gasket cement, avoids the cracking being connect with floor and leakage hidden trouble.
Description of the drawings
Fig. 1 is the overall structure figure of the present invention；
Fig. 2 is the portions the A enlarged drawing of Fig. 1 of the present invention；
Fig. 3 is the lightweight concrete slab structure chart of the present invention.
In figure：1 floor construction floor, 2 embedded iron parts, 3 lightweight concrete slabs, 4 areas unidirectional tongue and groove A, 5 areas unidirectional tongue and groove B, 6
Angle cleat, 7 wallboards connection bolt, 8 cement mortar, 9 sealing materials, 10 waterproof gasket cements.
Specific implementation mode
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation describes, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
- 3 are please referred to Fig.1, in the embodiment of the present invention：A kind of construction of two-way tongue and groove autoclave at high temperature lightweight concrete slab is provided
Method includes the following steps：
The first step：The embedded iron parts 2 in floor construction layer 1 splice the side of floor construction layer 1 in upper and lower two pieces of lightweights
Between the areas unidirectional tongue and groove A 4 of concrete slab 3 and the unidirectional areas tongue and groove B 5；
Second step：It is fixedly connected with angle steel 6 in the vertical surface side that floor construction layer 1 is contacted with lightweight concrete slab 3, lightweight is mixed
The horizontal load of concrete board 3 reaches agent structure layer by angle cleat 6 and embedded iron parts 2；
Third walks：The both ends of lightweight concrete slab 3 are solid using wallboard connection bolt 7 and the angle cleat 6 of floor construction layer 1
It is fixed, realize that the horizontal load of lightweight concrete slab 3 reaches 6 fixing piece of angle cleat of floor construction layer 1；
4th step：3 lower end of lightweight concrete slab completely spreads levelling, realization 3 vertical load of lightweight concrete slab with cement mortar 8
Floor construction layer 1 is effectively reached by screed, and the bonding of lightweight concrete slab 3 and floor construction layer 1 is realized by mortar
And leveling；
5th step：Sealing material 9 is filled in 3 horizontal clearance of lightweight concrete slab of upper and lower layer, and bullet is filled at sealing
Property waterproof gasket cement 10, realize plate mouth seam waterproof requirement.
Wherein, angle cleat 6 is fixedly connected with embedded iron parts 2；The unidirectional areas tongue and groove A 4 and the areas unidirectional tongue and groove B 5 are in lightweight
The both ends of concrete slab 3 make the thin type tongue and groove face that a thickness is not less than 40mm, and thin type tongue and groove height is according to place floor
Slab thickness is fixed；The inside of entire floor construction layer 1 is embedded on lightweight concrete slab 3, and the unidirectional enterprise of lightweight concrete slab 3
Mouth bread wraps up in 1 side of floor construction layer, meets force request of the embedded Side fascia under wind load and deformation operating mode, no longer needs to increase
Add floor side plastering etc., saves material and artificial.
In summary：A kind of construction method of two-way tongue and groove autoclave at high temperature lightweight concrete slab provided by the invention meets
Force request of the embedded Side fascia under wind load and deformation operating mode, by the processing of screed, lightweight concrete slab 3 can be effective
Ground is embedded on floor construction layer 1, and floor construction layer 1 bonds closely knit with lightweight concrete slab 3, avoids the occurrence of the level of cladding panel
Gap；Secondly, bolt 7 being connected by wallboard to connect, the power transmission between lightweight concrete slab 3 and floor construction layer 1 is clear, upper,
The floor construction layer 1 of lower layer is directly connected by lightweight concrete slab 3, and seam crossing fills sealing material 9 and waterproof gasket cement 10,
Avoid the cracking being connect with floor and leakage hidden trouble.
The foregoing is only a preferred embodiment of the present invention, but scope of protection of the present invention is not limited thereto,
Any one skilled in the art in the technical scope disclosed by the present invention, according to the technique and scheme of the present invention and its
Inventive concept is subject to equivalent substitution or change, should be covered by the protection scope of the present invention.
Claims (5)
1. a kind of construction method of two-way tongue and groove autoclave at high temperature lightweight concrete slab, which is characterized in that include the following steps：
S1：It is in floor construction layer (1) interior embedded iron parts (2), the side splicing of floor construction layer (1) is mixed in upper and lower two pieces of lightweights
Between the areas unidirectional tongue and groove A (4) and the areas unidirectional tongue and groove B (5) of concrete board (3)；
S2：It is fixedly connected with angle steel (6), lightweight coagulation in the vertical surface side that floor construction layer (1) is contacted with lightweight concrete slab (3)
The horizontal load of native plate (3) reaches agent structure layer by angle cleat (6) and embedded iron parts (2)；
S3：The both ends of lightweight concrete slab (3) are solid using wallboard connection bolt (7) and the angle cleat (6) of floor construction layer (1)
It is fixed, realize that the horizontal load of lightweight concrete slab (3) reaches angle cleat (6) fixing piece of floor construction layer (1)；
S4：Lightweight concrete slab (3) lower end is completely spread levelling with cement mortar (8), realizes that lightweight concrete slab (3) vertical load is logical
It crosses screed and effectively reaches floor construction layer (1), and lightweight concrete slab (3) and floor construction layer (1) are realized by mortar
Bonding and leveling；
S5：The filling sealing material (9) in lightweight concrete slab (3) horizontal clearance of upper and lower layer, and it is anti-that elasticity is filled at sealing
The waterproof requirement of plate mouth seam is realized in watertight sealing (10).
2. a kind of construction method of two-way tongue and groove autoclave at high temperature lightweight concrete slab as described in claim 1, which is characterized in that
The angle cleat (6) is fixedly connected with embedded iron parts (2).
3. a kind of construction method of two-way tongue and groove autoclave at high temperature lightweight concrete slab as described in claim 1, which is characterized in that
The areas unidirectional tongue and groove A (4) and the areas unidirectional tongue and groove B (5) are to make a thickness at the both ends of lightweight concrete slab (3) to be not less than
The thin type tongue and groove face of 40mm, thin type tongue and groove height are fixed according to the slab thickness of place floor.
4. a kind of construction method of two-way tongue and groove autoclave at high temperature lightweight concrete slab as described in claim 1, which is characterized in that
The lightweight concrete slab (3) is mounted on using embedded on floor construction layer (1), the areas unidirectional tongue and groove A (4) and unidirectional tongue and groove
The tongue and groove side in the areas B (5) is wrapped in the outside of floor structure plate side elevation, and unilateral tongue and groove height can be in floor structure plate thickness range
Interior value.
5. a kind of construction method of two-way tongue and groove autoclave at high temperature lightweight concrete slab as described in claim 1, which is characterized in that
The angle cleat (6) be mounted on the outside of the areas unidirectional tongue and groove A (4) and the areas unidirectional tongue and groove B (5) and the vertical plane of floor structure plate it
Between, and wallboard connection bolt (7) is fastened on angle cleat (6), the other end perforation of wallboard connection bolt (7) is connected to lightweight
In concrete slab (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810348229.2A CN108487508A (en) | 2018-04-18 | 2018-04-18 | A kind of construction method of two-way tongue and groove autoclave at high temperature lightweight concrete slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810348229.2A CN108487508A (en) | 2018-04-18 | 2018-04-18 | A kind of construction method of two-way tongue and groove autoclave at high temperature lightweight concrete slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108487508A true CN108487508A (en) | 2018-09-04 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810348229.2A Pending CN108487508A (en) | 2018-04-18 | 2018-04-18 | A kind of construction method of two-way tongue and groove autoclave at high temperature lightweight concrete slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108487508A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110374230A (en) * | 2019-06-26 | 2019-10-25 | 中建四局第六建筑工程有限公司 | A kind of exterior wall light cellular partition board installation node and its construction method |
| CN111779141A (en) * | 2020-08-13 | 2020-10-16 | 哈尔滨工业大学（深圳） | Light external wallboard connected node |
| CN114687600A (en) * | 2022-03-19 | 2022-07-01 | 北京工业大学 | Self-tapping nail cluster connecting structure and method for assembled composite wallboard and cantilever composite roof |
| CN110374230B (en) * | 2019-06-26 | 2024-05-03 | 中建四局第六建筑工程有限公司 | Mounting node of light partition board of outer wall and construction method of mounting node |
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| JP2000273993A (en) * | 1999-03-24 | 2000-10-03 | Matsushita Electric Works Ltd | Partition wall structure |
| CN201614665U (en) * | 2010-03-12 | 2010-10-27 | 南通建筑工程总承包有限公司 | Air conditioner mounting plate connecting joint |
| CN204475529U (en) * | 2015-02-05 | 2015-07-15 | 中国建筑第七工程局有限公司 | The syndeton of a kind of assembling type outer wall and beam |
| CN204590317U (en) * | 2015-02-26 | 2015-08-26 | 河南亚鹰钢结构幕墙工程有限公司 | A kind of steel work exterior wall insulated structure and use the house of this structure |
| CN204590269U (en) * | 2015-02-26 | 2015-08-26 | 河南亚鹰钢结构幕墙工程有限公司 | A kind of house and exterior wall insulated structure thereof |
| CN106499091A (en) * | 2016-11-22 | 2017-03-15 | 中国建筑第七工程局有限公司 | A kind of assembling type partition wall construction method based on ALC plates |
-
2018
- 2018-04-18 CN CN201810348229.2A patent/CN108487508A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000273993A (en) * | 1999-03-24 | 2000-10-03 | Matsushita Electric Works Ltd | Partition wall structure |
| CN201614665U (en) * | 2010-03-12 | 2010-10-27 | 南通建筑工程总承包有限公司 | Air conditioner mounting plate connecting joint |
| CN204475529U (en) * | 2015-02-05 | 2015-07-15 | 中国建筑第七工程局有限公司 | The syndeton of a kind of assembling type outer wall and beam |
| CN204590317U (en) * | 2015-02-26 | 2015-08-26 | 河南亚鹰钢结构幕墙工程有限公司 | A kind of steel work exterior wall insulated structure and use the house of this structure |
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| CN106499091A (en) * | 2016-11-22 | 2017-03-15 | 中国建筑第七工程局有限公司 | A kind of assembling type partition wall construction method based on ALC plates |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110374230A (en) * | 2019-06-26 | 2019-10-25 | 中建四局第六建筑工程有限公司 | A kind of exterior wall light cellular partition board installation node and its construction method |
| CN110374230B (en) * | 2019-06-26 | 2024-05-03 | 中建四局第六建筑工程有限公司 | Mounting node of light partition board of outer wall and construction method of mounting node |
| CN111779141A (en) * | 2020-08-13 | 2020-10-16 | 哈尔滨工业大学（深圳） | Light external wallboard connected node |
| CN114687600A (en) * | 2022-03-19 | 2022-07-01 | 北京工业大学 | Self-tapping nail cluster connecting structure and method for assembled composite wallboard and cantilever composite roof |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
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Application publication date: 20180904 |