CN112392188A - Construction steel bar welding net piece subassembly and floor structure - Google Patents
Construction steel bar welding net piece subassembly and floor structure Download PDFInfo
- Publication number
- CN112392188A CN112392188A CN202011338040.9A CN202011338040A CN112392188A CN 112392188 A CN112392188 A CN 112392188A CN 202011338040 A CN202011338040 A CN 202011338040A CN 112392188 A CN112392188 A CN 112392188A
- Authority
- CN
- China
- Prior art keywords
- steel bar
- supporting
- mesh
- reinforcing steel
- net piece
- 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.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 66
- 239000010959 steel Substances 0.000 title claims abstract description 66
- 238000010276 construction Methods 0.000 title claims abstract description 23
- 238000003466 welding Methods 0.000 title claims abstract description 19
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 19
- 239000011150 reinforced concrete Substances 0.000 claims description 13
- 238000009413 insulation Methods 0.000 claims description 5
- 230000006978 adaptation Effects 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 description 11
- 230000002787 reinforcement Effects 0.000 description 6
- 230000032258 transport Effects 0.000 description 4
- 239000004567 concrete Substances 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/78—Heat insulating elements
- E04B1/80—Heat insulating elements slab-shaped
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
- E04C5/04—Mats
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Electromagnetism (AREA)
- Acoustics & Sound (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses a construction steel bar welding mesh component and a floor slab structure, wherein each connecting shaft is fixedly connected with a first connecting plate and is positioned at an upper end point of the first connecting plate, each connecting shaft is provided with a clamping groove, each connecting clamping shaft is fixedly connected with a second connecting plate and is positioned at a lower end point of the second connecting plate and is matched with the corresponding clamping groove, the joints of four supporting mesh sheets are provided with first fixing devices, the joints of a plurality of connecting steel bar mesh sheets and four supporting mesh sheets are provided with second fixing devices, the four supporting mesh sheets and twelve connecting steel bar mesh sheets are conveyed to a construction ground, and the supporting mesh sheets and the connecting mesh sheets are mutually clamped through the connecting clamping shafts and the clamping grooves, so that the supporting mesh sheets and the connecting mesh sheets are assembled to form the construction steel bar welding mesh component, avoid construction steel bar welding net piece subassembly is too big, inconvenient transportation.
Description
Technical Field
The invention relates to the technical field of floor slab structures, in particular to a construction steel bar welding mesh component and a floor slab structure.
Background
The reinforced concrete structure is the most common structure in the floor slab structure, and welding reinforcing bar net piece subassembly wherein indicates that arrange by horizontal and vertical equidistant or the reinforcing bar of not equidistance and form, and carry out the welded, become the flaky shaping reinforcing bar goods of net in horizontal vertical reinforcing bar cross point department, but current reinforcing bar net piece is mostly whole welding, and is bulky, transports convenience inadequately.
Disclosure of Invention
The invention aims to provide a construction steel bar welding mesh component and a floor slab structure, and aims to solve the technical problems that the existing steel bar mesh in the prior art is mostly welded integrally, is large in size and is inconvenient to transport.
In order to achieve the above purpose, the construction steel bar welding mesh assembly adopted by the invention comprises a support steel bar mesh, twelve connecting steel bar meshes and a plurality of fixing devices, wherein the connecting steel bar meshes are uniformly arranged around the support steel bar mesh, the support steel bar mesh comprises four support mesh, each support mesh and each connecting steel bar mesh comprise a plurality of first steel bars which are arranged in parallel along a first direction, each support steel bar mesh and each connecting steel bar mesh further comprise a plurality of second steel bars which are arranged in parallel along a second direction, the first steel bars are welded with the second steel bars, the first direction and the second direction are perpendicular to each other, the fixing devices comprise a first fixing device and nine second fixing devices, and the first fixing devices are arranged at the joints of the four support mesh, the second fixing device is arranged at each joint of the plurality of connecting steel mesh sheets and the four supporting mesh sheets;
first fixing device and every second fixing device all includes first connecting plate, four connecting axles, second connecting plate and four joint card axles, every the connecting axle all with first connecting plate fixed connection, and be located the top extreme point department of first connecting plate, every the connecting axle all is provided with the draw-in groove, every the joint card axle all with second connecting plate fixed connection, and be located the below extreme point department of second connecting plate, and with corresponding draw-in groove looks adaptation.
The invention provides a floor slab structure, which comprises the building steel bar welded mesh component and four connecting steel bar horizontal columns, wherein each connecting steel bar horizontal column is uniformly distributed around the connecting steel bar mesh.
And one end of each connecting steel bar net piece, which is far away from the support net piece, is provided with a plurality of hooks, and each hook is connected with the connecting steel bar horizontal column in a clamping manner.
And the middle part of each supporting net piece is also provided with a supporting leg, and the supporting leg is positioned at the welding part of the first reinforcing steel bar and the second reinforcing steel bar of the supporting net piece.
The supporting legs comprise columns and a chassis, the columns are located below the supporting mesh, and the chassis is fixedly connected with the columns and located at one ends, far away from the supporting mesh, of the columns.
Wherein, the floor structure includes reinforced concrete layer, construction steel bar welded mesh piece subassembly with the horizontal post of connecting reinforcement all is located reinforced concrete layer's inside.
Wherein, the floor slab structure still includes adiabatic slab, adiabatic slab is located reinforced concrete layer's top.
The invention has the beneficial effects that: the joints of the four support net sheets are provided with the first fixing devices, each joint of the four support net sheets and the connecting reinforcing steel bar net sheets is provided with the second fixing device, each fixing device comprises a first fixing device and nine second fixing devices, each connecting shaft is fixedly connected with the first connecting plate and is positioned at the upper end point of the first connecting plate, each connecting shaft is provided with a clamping groove, each connecting clamping shaft is fixedly connected with the second connecting plate and is positioned at the lower end point of the second connecting plate and is matched with the corresponding clamping groove, the joints of the four support net sheets are provided with the first fixing devices, each joint of the four support net sheets and the four support net sheets is provided with the second fixing device, and the four support net sheets and the twelve support net sheets are conveyed to the construction ground, through the connecting clamp shaft and the clamping grooves are clamped mutually, so that the supporting net piece and the connecting reinforcing steel bar net piece are assembled to form the construction reinforcing steel bar welding net piece assembly, and the problem that the construction reinforcing steel bar welding net piece assembly is too large in size and inconvenient to transport is solved.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
Figure 1 is a schematic view of the structure of a floor structure of the invention.
Fig. 2 is a schematic view of the structure of the present invention when concrete is not poured.
Fig. 3 is an enlarged view of a portion of the structure of fig. 2 a according to the present invention.
Fig. 4 is a top view of the invention without the concrete poured.
Fig. 5 is a front view of a first fixture of the present invention.
1-connecting steel bar net pieces, 2-supporting net pieces, 3-first steel bars, 4-second steel bars, 5-first fixing devices, 6-second fixing devices, 7-first connecting plates, 8-connecting shafts, 9-second connecting plates, 10-connecting clamp shafts, 11-connecting steel bar lying columns, 12-hooks, 13-supporting feet, 14-column bodies, 15-chassis, 16-reinforced concrete layers, 17-heat insulation plate layers, 18-rectangular steel bars, 19-connecting steel bars, 20-binding belts and 21-lying columns.
Detailed Description
Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the drawings are illustrative and intended to be illustrative of the invention and are not to be construed as limiting the invention.
In the description of the present invention, it is to be understood that the terms "length", "width", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on the orientations or positional relationships illustrated in the drawings, and are used merely for convenience in describing the present invention and for simplicity in description, and do not indicate or imply that the devices or elements referred to must have a particular orientation, be constructed in a particular orientation, and be operated, and thus, are not to be construed as limiting the present invention. Further, in the description of the present invention, "a plurality" means two or more unless specifically defined otherwise.
Referring to fig. 1 to 5, the invention provides a construction rebar welded mesh assembly, which comprises a support rebar mesh, twelve connecting rebar mesh 1 and a plurality of fixing devices, wherein the connecting rebar mesh 1 is uniformly arranged around the support rebar mesh, the support rebar mesh comprises four support rebar meshes 2, each support rebar mesh 2 and each connecting rebar mesh 1 comprise a plurality of first rebars 3 arranged in parallel along a first direction, each support rebar mesh and each connecting rebar mesh 1 further comprise a plurality of second rebars 4 arranged in parallel along a second direction, the first rebars 3 are welded with the second rebars 4, the first direction is perpendicular to the second direction, the fixing devices comprise first fixing devices 5 and nine second fixing devices 6, the first fixing devices 5 are arranged at the joints of the four support rebar meshes 2, the second fixing device 6 is arranged at each joint of the plurality of connecting reinforcing mesh sheets 1 and the four supporting mesh sheets 2;
In the present embodiment, the first direction and the second direction are perpendicular to each other, the fixing device includes a first fixing device 5 and nine second fixing devices 6, the first fixing device 5 and each of the second fixing devices 6 includes a first connecting plate 7, four connecting shafts 8, a second connecting plate 9, and four connecting fastening shafts 10, each of the connecting shafts 8 is fixedly connected to the first connecting plate 7 and located at an upper end of the first connecting plate 7, each of the connecting shafts 8 is provided with a fastening groove, each of the connecting fastening shafts 10 is fixedly connected to the second connecting plate 9 and located at a lower end of the second connecting plate 9 and adapted to the corresponding fastening groove, the first fixing device 5 is provided at a joint of the four supporting mesh sheets 2, the second fixing device 6 is provided at each joint of the plurality of connecting mesh sheets 1 and the four supporting mesh sheets 2, the four support net pieces 2 and the twelve connecting steel bar net pieces 1 are conveyed to a construction site, and the support net pieces 2 and the connecting steel bar net pieces 1 are assembled to form the construction steel bar welding net piece assembly through the mutual clamping of the connecting clamping shafts 10 and the clamping grooves, so that the construction steel bar welding net piece assembly is prevented from being too large in size and inconvenient to transport.
The invention also provides a floor slab structure, which comprises the building steel bar welded mesh component and four connecting steel bar horizontal columns 11, wherein each connecting steel bar horizontal column 11 is uniformly distributed around the connecting steel bar mesh 1
In this embodiment, four horizontal connecting steel bars 11 and the welded mesh assembly of construction steel bars form a grouting area.
Further, a plurality of hooks 12 are arranged at one end, far away from the supporting net piece 2, of each connecting steel bar net piece 1, and each hook 12 is clamped and connected with the connecting steel bar horizontal column 11.
In the present embodiment, the hook 12 is engaged with the horizontal connecting-reinforcement column 11, so that the connecting-reinforcement mesh sheet 1 is connected to the horizontal connecting-reinforcement column 11.
Furthermore, a supporting leg 13 is further arranged in the middle of each supporting mesh 2, and the supporting leg 13 is located at the welding position of the first steel bar 3 and the second steel bar 4 of the supporting mesh 2.
In this embodiment, the supporting leg 13 supports the supporting mesh 2, so that the position of the supporting mesh 2 does not shift during subsequent grouting.
Further, the supporting legs 13 each include a column 14 and a base plate 15, the column 14 is located below the supporting mesh 2, and the base plate 15 is fixedly connected to the column 14 and located at one end of the column 14 far away from the supporting mesh 2.
In this embodiment, the column 14 is fixedly connected to the chassis 15, and is manufactured by using an integral molding technique, so that the structure is more firm.
Further, the floor slab structure includes reinforced concrete layer 16, construction steel bar welded mesh piece subassembly with connecting reinforcement crouches post 11 and all is located reinforced concrete layer 16's inside.
In this embodiment, after the construction rebar welded mesh assembly is connected to the connecting rebar horizontal columns 11 through the hooks 12, concrete is poured inwards to form the reinforced concrete layer 16.
Further, the floor structure further comprises a heat insulation slab layer 17, and the heat insulation slab layer 17 is positioned above the reinforced concrete layer 16.
In this embodiment, after the user warms up the fitment, the heat flow direction that the cooling tube was placed to thermal insulation sheet layer 17 reinforced concrete layer 16 leads to the heat loss.
Further, every connecting reinforcement post 11 of crouching includes many rectangular steel bars 18, many connecting reinforcement 19 and a plurality of area 20 of binding, many rectangular steel bar 18 is a style of calligraphy structure evenly distributed and forms the post 21 of crouching, crouching evenly be provided with many all around of post 21 connecting reinforcement 19, every rectangular steel bar 18 all with connecting reinforcement 19 is through a plurality of it is fixed to bind the area 20.
In this embodiment, after the rectangular reinforcing bars 18 and the connecting reinforcing bars 19 are transported to a construction site, the connecting reinforcing bars 19 and the rectangular reinforcing bars 18 are fixed by the tightening band 20 to form the connecting reinforcing bar horizontal columns 11.
While the invention has been described with reference to a preferred embodiment, it will be understood by those skilled in the art that various changes in form and detail may be made therein without departing from the spirit and scope of the invention as defined by the appended claims.
Claims (7)
1. A construction steel bar welding mesh component is characterized in that,
comprises a supporting reinforcing steel bar net piece, twelve connecting reinforcing steel bar net pieces and a plurality of fixing devices, wherein the connecting reinforcing steel bar net pieces are uniformly arranged around the supporting reinforcing steel bar net piece, the supporting reinforcing steel bar meshes comprise four supporting meshes, each supporting mesh and each connecting reinforcing steel bar mesh comprise a plurality of first reinforcing steel bars which are arranged in parallel along a first direction, each supporting reinforcing steel bar mesh and each connecting reinforcing steel bar mesh further comprise a plurality of second reinforcing steel bars which are arranged in parallel along a second direction, the first steel bar is welded with the second steel bar, the first direction and the second direction are perpendicular to each other, the fixing devices comprise a first fixing device and nine second fixing devices, the first fixing devices are arranged at the joints of the four supporting net pieces, and the second fixing devices are arranged at the joints of the connecting reinforcing steel net pieces and the four supporting net pieces;
first fixing device and every second fixing device all includes first connecting plate, four connecting axles, second connecting plate and four joint card axles, every the connecting axle all with first connecting plate fixed connection, and be located the top extreme point department of first connecting plate, every the connecting axle all is provided with the draw-in groove, every the joint card axle all with second connecting plate fixed connection, and be located the below extreme point department of second connecting plate, and with corresponding draw-in groove looks adaptation.
2. A floor structure comprising a welded mesh assembly of construction rebar according to claim 1,
the steel wire mesh connecting device is characterized by further comprising four connecting steel bar horizontal columns, wherein the connecting steel bar horizontal columns are uniformly distributed around the connecting steel bar mesh.
3. A floor structure according to claim 2,
and a plurality of hooks are arranged at one end of each connecting steel bar net piece far away from the support net piece, and each hook is connected with the connecting steel bar horizontal column in a clamping manner.
4. A floor structure according to claim 2,
and the middle part of each supporting net piece is also provided with a supporting leg, and the supporting leg is positioned at the welding part of the first reinforcing steel bar and the second reinforcing steel bar of the supporting net piece.
5. A floor structure according to claim 4,
the supporting legs comprise columns and a chassis, the columns are located below the supporting net piece, and the chassis is fixedly connected with the columns and located at one end, far away from the supporting net piece, of the columns.
6. A floor structure according to claim 2,
the floor slab structure comprises a reinforced concrete layer, and the building steel bar welding mesh component and the connecting steel bar horizontal column are both located inside the reinforced concrete layer.
7. A floor structure according to claim 6,
the floor structure further comprises a heat insulation slab layer located above the reinforced concrete layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011338040.9A CN112392188B (en) | 2020-11-25 | 2020-11-25 | Construction steel bar welding net piece subassembly and floor structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011338040.9A CN112392188B (en) | 2020-11-25 | 2020-11-25 | Construction steel bar welding net piece subassembly and floor structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN112392188A true CN112392188A (en) | 2021-02-23 |
| CN112392188B CN112392188B (en) | 2024-06-18 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011338040.9A Active CN112392188B (en) | 2020-11-25 | 2020-11-25 | Construction steel bar welding net piece subassembly and floor structure |
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| Country | Link |
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| CN (1) | CN112392188B (en) |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0598733A (en) * | 1991-10-08 | 1993-04-20 | Asahi Chem Ind Co Ltd | Concrete panel into which mounting-section reinforcing member is buried |
| CN101812877A (en) * | 2010-04-02 | 2010-08-25 | 周智民 | Composite type modified steel reinforced concrete self-insulating wall material and preparation method thereof |
| CN105804323A (en) * | 2016-03-15 | 2016-07-27 | 北京城建北方建设有限责任公司 | Construction method for non-tied rebars |
| CN107675809A (en) * | 2017-08-12 | 2018-02-09 | 孔令 | Intelligent passive type building module |
| CN207110244U (en) * | 2017-07-11 | 2018-03-16 | 江阴市建鑫金属有限公司 | The reinforced mesh for being easy to splicing to install |
| CN107882262A (en) * | 2017-12-14 | 2018-04-06 | 江苏跃发建设有限公司 | Lightweight steel construction wallboard |
| CN110485593A (en) * | 2019-08-22 | 2019-11-22 | 淄博询知方技术开发有限公司 | A kind of building wall board of insulation noise reduction |
| EA201800463A1 (en) * | 2018-06-12 | 2019-12-30 | Геннадий Александрович Мордич | REINFORCED CONCRETE FRAME OF MULTI-STOREY BUILDING OF ARKOS SYSTEM |
| CN209874260U (en) * | 2018-12-26 | 2019-12-31 | 广东博创住宅工业化有限公司 | Floor slab reinforcing steel bar supporting mechanism |
-
2020
- 2020-11-25 CN CN202011338040.9A patent/CN112392188B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0598733A (en) * | 1991-10-08 | 1993-04-20 | Asahi Chem Ind Co Ltd | Concrete panel into which mounting-section reinforcing member is buried |
| CN101812877A (en) * | 2010-04-02 | 2010-08-25 | 周智民 | Composite type modified steel reinforced concrete self-insulating wall material and preparation method thereof |
| CN105804323A (en) * | 2016-03-15 | 2016-07-27 | 北京城建北方建设有限责任公司 | Construction method for non-tied rebars |
| CN207110244U (en) * | 2017-07-11 | 2018-03-16 | 江阴市建鑫金属有限公司 | The reinforced mesh for being easy to splicing to install |
| CN107675809A (en) * | 2017-08-12 | 2018-02-09 | 孔令 | Intelligent passive type building module |
| CN107882262A (en) * | 2017-12-14 | 2018-04-06 | 江苏跃发建设有限公司 | Lightweight steel construction wallboard |
| EA201800463A1 (en) * | 2018-06-12 | 2019-12-30 | Геннадий Александрович Мордич | REINFORCED CONCRETE FRAME OF MULTI-STOREY BUILDING OF ARKOS SYSTEM |
| CN209874260U (en) * | 2018-12-26 | 2019-12-31 | 广东博创住宅工业化有限公司 | Floor slab reinforcing steel bar supporting mechanism |
| CN110485593A (en) * | 2019-08-22 | 2019-11-22 | 淄博询知方技术开发有限公司 | A kind of building wall board of insulation noise reduction |
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| Publication number | Publication date |
|---|---|
| CN112392188B (en) | 2024-06-18 |
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Effective date of registration: 20240410 Address after: Qianyuan town Mingxing village, Deqing County, Huzhou City, Zhejiang Province Applicant after: ZHEJIANG ZHONGTIAN BUILDING INDUSTRIALIZATION Co.,Ltd. Country or region after: China Address before: 313200 No.18, wuniushan Road, Qianyuan Town, Deqing County, Huzhou City, Zhejiang Province Applicant before: Zhejiang Zhongchen Construction Technology Co.,Ltd. Country or region before: China |
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