CN109252614A - The concrete slab of tridimensional structure formula - Google Patents
The concrete slab of tridimensional structure formula Download PDFInfo
- Publication number
- CN109252614A CN109252614A CN201811122001.8A CN201811122001A CN109252614A CN 109252614 A CN109252614 A CN 109252614A CN 201811122001 A CN201811122001 A CN 201811122001A CN 109252614 A CN109252614 A CN 109252614A
- Authority
- CN
- China
- Prior art keywords
- reinforced mesh
- concrete slab
- autoclaved aerated
- aerated concrete
- mesh
- 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.)
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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
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/40—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of a number of smaller components rigidly or movably connected together, e.g. interlocking, hingedly connected of particular shape, e.g. not rectangular of variable shape or size, e.g. flexible or telescopic panels
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
Abstract
The invention belongs to concrete slab appliance technology more particularly to a kind of concrete slabs of tridimensional structure formula.The invention discloses the concrete slabs of tridimensional structure formula, including autoclaved aerated concrete slab, several horizontal reinforcement mesh sheet perpendicular with vertical reinforced mesh are provided on the vertical reinforced mesh, the both ends of horizontal reinforcement mesh sheet extend outward to form wing reinforced mesh respectively, and wing reinforced mesh is arranged inside autoclaved aerated concrete slab；Several diamond shape reinforced mesh are provided between two adjacent level reinforced mesh, the corresponding endpoint welding of one group of diamond shape reinforced mesh is arranged on adjacent wing reinforced mesh, is welded together between adjacent diamond shape reinforced mesh by another group of corresponding endpoint.The beneficial effects of the present invention are: installation has, construction is fast, short time limit, quality are good, safe and reliable, energy conservation and environmental protection, can preferably reinforce its mechanical strength.
Description
Technical field
The invention belongs to concrete slab appliance technology more particularly to a kind of concrete slabs of tridimensional structure formula.
Background technique
With the rapid development of construction industry, government widelys popularize green building, building industrialization is promoted, wherein just including
Major structure of construction will carry out industrialization manufacture and fabricated construction, therefore enterprise starts increasingly to pay attention to novel wall material
Technology upgrading retrofit work.Walling work is essential a part in building construction process, and existing wall is generally using block
Block is built, and building block single-block area is smaller, and part needs the existing cutting in scene, and certain dust pollution can be generated in cutting process,
And integrally masonry speed is slow, long in time limit, and relative cost is higher.When in use first is that building block bonding is insecure, it is easy to
The problems such as falling off；Second is that the mechanical strength of building block in use is inadequate, the problems such as often fracture.
Summary of the invention
It is an object of the invention to solve the problems, such as techniques discussed above, provide a kind of installation have construction fast, short time limit,
Quality is good, safe and reliable, energy conservation and environmental protection, can preferably reinforce the concrete slab of the tridimensional structure formula of its mechanical strength,
Its technical solution is as follows:
The concrete slab of tridimensional structure formula, which is characterized in that including autoclaved aerated concrete slab, autoclaved aerated concrete slab
Side is provided with reinforcement screw rod, and the reinforcement screw rod runs through the steam pressurized coagulation of monolith from the side of autoclaved aerated concrete slab
Native plate, is provided with elongated angle steel at the top and bottom of autoclaved aerated concrete slab, the upper end of autoclaved aerated concrete slab and under
End gib headed bolt and elongated angle steel weld；U-shaped screw-thread steel is welded at the upper end of the autoclaved aerated concrete slab；Steam pressure
Aerated concrete panel is provided with the vertical reinforced mesh at a vertical direction, is provided on the vertical reinforced mesh several
A horizontal reinforcement mesh sheet perpendicular with vertical reinforced mesh, the both ends of horizontal reinforcement mesh sheet extend outward to form wing reinforcing bar respectively
Mesh sheet, wing reinforced mesh are arranged inside autoclaved aerated concrete slab；If being provided between two adjacent level reinforced mesh
Dry diamond shape reinforced mesh, the corresponding endpoint welding of one group of diamond shape reinforced mesh are arranged on adjacent wing reinforced mesh, phase
It is welded together between adjacent diamond shape reinforced mesh by another group of corresponding endpoint.
Preferred embodiment is that the area of the wing reinforced mesh in autoclaved aerated concrete slab is greater than steam-pressing aero-concrete
The 90% of plate suqare.
The beneficial effects of the present invention are: installation has, construction is fast, short time limit, quality are good, safe and reliable, energy conservation and environmental protection,
Its mechanical strength can preferably be reinforced.
Detailed description of the invention
Fig. 1 is schematic diagram of the invention.
Fig. 2 is the connection schematic diagram of vertical reinforced mesh and horizontal reinforcement mesh sheet.
Specific embodiment
Below with reference to Fig. 1 and Fig. 2 specific illustrative embodiment:
The concrete slab of tridimensional structure formula, including autoclaved aerated concrete slab 1, the side of autoclaved aerated concrete slab are provided with
Reinforce screw rod 2, the reinforcement screw rod runs through monolith autoclaved aerated concrete slab, steam pressure from the side of autoclaved aerated concrete slab
Elongated angle steel 3, the top and bottom gib head of autoclaved aerated concrete slab are provided at the top and bottom of aerated concrete panel
Bolt 4 and elongated angle steel weld；U-shaped screw-thread steel 5 is welded at the upper end of the autoclaved aerated concrete slab；It is steam pressurized mixed
Concrete board is provided with the vertical reinforced mesh 6 at a vertical direction, be provided on the vertical reinforced mesh several with
The perpendicular horizontal reinforcement mesh sheet 7 of vertical reinforced mesh, the both ends of horizontal reinforcement mesh sheet extend outward to form wing steel mesh respectively
Piece 8, wing reinforced mesh are arranged inside autoclaved aerated concrete slab；It is provided between two adjacent level reinforced mesh several
A diamond shape reinforced mesh, the corresponding endpoint welding of one group of diamond shape reinforced mesh 9 is arranged on adjacent wing reinforced mesh, adjacent
Diamond shape reinforced mesh between be welded together by another group of corresponding endpoint.The wing steel at the both ends of horizontal reinforcement mesh sheet
Muscle mesh sheet is to be separately positioned on the inside of two adjacent autoclaved aerated concrete slabs, can make in this way two it is steam pressurized mixed
Concrete board can be connected, while mechanical strength can be enhanced.Diamond shape reinforced mesh is so that having more between horizontal reinforcement mesh sheet
Good connectivity, to preferably enhance intensity.Diamond shape reinforced mesh can form multiple continuous between horizontal reinforcement mesh sheet
Triangular structure so that its structure have better stability.The steam pressurized big plate installation tool of assembled band door, window
Have the advantages that construction is fast, short time limit, quality are good, safe and reliable, energy conservation and environmental protection.Reinforcing screw rod has autoclaved aerated concrete slab
There is higher mechanical strength.Elongated angle steel and gib headed bolt can to connect between every piece of autoclaved aerated concrete slab more steady
It is fixed, it will not fall off between each other.
Preferred embodiment is that the area of the wing reinforced mesh in autoclaved aerated concrete slab is greater than steam-pressing aero-concrete
The 90% of plate suqare.It is entire steam pressurized when the area of wing reinforced mesh is greater than the 90% of autoclaved aerated concrete slab area
Concrete slab is able to bear stronger stress, while enabling to stress more evenly dispersed.
Claims (2)
1. the concrete slab of tridimensional structure formula, which is characterized in that including autoclaved aerated concrete slab, autoclaved aerated concrete slab
Side be provided with reinforcement screw rod, the reinforcement screw rod is steam pressurized mixed through monolith from the side of autoclaved aerated concrete slab
Concrete board, is provided with elongated angle steel at the top and bottom of autoclaved aerated concrete slab, the upper end of autoclaved aerated concrete slab and
Lower end gib headed bolt and elongated angle steel weld；U-shaped screw-thread steel is welded at the upper end of the autoclaved aerated concrete slab；It steams
Pressing aero-concrete plate is provided with the vertical reinforced mesh at a vertical direction, if being provided on the vertical reinforced mesh
The dry horizontal reinforcement mesh sheet perpendicular with vertical reinforced mesh, the both ends of horizontal reinforcement mesh sheet extend outward to form wing steel respectively
Muscle mesh sheet, wing reinforced mesh are arranged inside autoclaved aerated concrete slab；It is provided between two adjacent level reinforced mesh
Several diamond shape reinforced mesh, the corresponding endpoint welding of one group of diamond shape reinforced mesh are arranged on adjacent wing reinforced mesh,
It is welded together between adjacent diamond shape reinforced mesh by another group of corresponding endpoint.
2. the concrete slab of tridimensional structure formula as described in claim 1, which is characterized in that be located at autoclaved aerated concrete slab
The area of interior wing reinforced mesh is greater than the 90% of autoclaved aerated concrete slab area.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811122001.8A CN109252614A (en) | 2018-09-26 | 2018-09-26 | The concrete slab of tridimensional structure formula |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811122001.8A CN109252614A (en) | 2018-09-26 | 2018-09-26 | The concrete slab of tridimensional structure formula |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109252614A true CN109252614A (en) | 2019-01-22 |
Family
ID=65047679
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811122001.8A Withdrawn CN109252614A (en) | 2018-09-26 | 2018-09-26 | The concrete slab of tridimensional structure formula |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109252614A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102926515A (en) * | 2012-03-19 | 2013-02-13 | 南京旭建新型建材股份有限公司 | Autoclaved lightweight aerated concrete ultrathin plate |
| CN103541441A (en) * | 2013-09-18 | 2014-01-29 | 阿博建材（昆山）有限公司 | Middle forming net |
| JP2016023442A (en) * | 2014-07-17 | 2016-02-08 | 昭夫 豊田 | Corner panel, corner panel unit, corner panel manufacturing method, and corner panel unit manufacturing method |
| CN205976206U (en) * | 2016-07-20 | 2017-02-22 | 山东天玉建材科技股份有限公司 | Evaporate and press aerated concrete panel and wall body |
| CN206337655U (en) * | 2016-12-27 | 2017-07-18 | 河北建筑工程学院 | A kind of assembly concrete wallboard and its soft rope anchor ring attachment structure of reinforcement |
| 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 |
| CN206800698U (en) * | 2017-05-04 | 2017-12-26 | 海南大学 | A kind of light-duty styrofoam combined assembled wall of novel local cast-in-place node |
-
2018
- 2018-09-26 CN CN201811122001.8A patent/CN109252614A/en not_active Withdrawn
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102926515A (en) * | 2012-03-19 | 2013-02-13 | 南京旭建新型建材股份有限公司 | Autoclaved lightweight aerated concrete ultrathin plate |
| CN103541441A (en) * | 2013-09-18 | 2014-01-29 | 阿博建材（昆山）有限公司 | Middle forming net |
| JP2016023442A (en) * | 2014-07-17 | 2016-02-08 | 昭夫 豊田 | Corner panel, corner panel unit, corner panel manufacturing method, and corner panel unit manufacturing method |
| CN205976206U (en) * | 2016-07-20 | 2017-02-22 | 山东天玉建材科技股份有限公司 | Evaporate and press aerated concrete panel and wall body |
| CN206337655U (en) * | 2016-12-27 | 2017-07-18 | 河北建筑工程学院 | A kind of assembly concrete wallboard and its soft rope anchor ring attachment structure of reinforcement |
| CN206800698U (en) * | 2017-05-04 | 2017-12-26 | 海南大学 | A kind of light-duty styrofoam combined assembled wall of novel local cast-in-place node |
| 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 |
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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 | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20190122 |