CN109322433A - Lightweight steel construction floor connect engineering method with floor node - Google Patents
Lightweight steel construction floor connect engineering method with floor node Download PDFInfo
- Publication number
- CN109322433A CN109322433A CN201811312540.8A CN201811312540A CN109322433A CN 109322433 A CN109322433 A CN 109322433A CN 201811312540 A CN201811312540 A CN 201811312540A CN 109322433 A CN109322433 A CN 109322433A
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- floor
- mouth
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- profile
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- 238000010276 construction Methods 0.000 title claims description 66
- 229910000831 Steel Inorganic materials 0.000 title claims description 46
- 239000010959 steel Substances 0.000 title claims description 46
- 238000012407 engineering method Methods 0.000 title claims description 15
- 239000000463 material Substances 0.000 claims description 12
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 238000004826 seaming Methods 0.000 claims description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 5
- 238000005452 bending Methods 0.000 claims description 4
- 238000004891 communication Methods 0.000 claims description 4
- 230000003139 buffering effect Effects 0.000 claims description 3
- 238000009413 insulation Methods 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 claims description 3
- 238000012856 packing Methods 0.000 claims description 3
- 238000009434 installation Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 238000012545 processing Methods 0.000 description 4
- 239000004567 concrete Substances 0.000 description 3
- 238000013461 design Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 230000003796 beauty Effects 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 230000003628 erosive effect Effects 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 230000000116 mitigating effect Effects 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 210000001364 upper extremity Anatomy 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
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
-
- 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
- E04B5/48—Special adaptations of floors for incorporating ducts, e.g. for heating or ventilating
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Floor Finish (AREA)
- Building Environments (AREA)
Abstract
The invention belongs to build the technical field of whole external wall structure, engineering method is connect with floor node more particularly, to a kind of lightweight steel construction floor, it is characterised in that includes the following steps: the floor construction modularized production of (1) lightweight steel construction assembly building;(2) type of attachment of floor construction module;All components of the invention prefabricated processing, assembly in plant floor, factory modularization production can be achieved, standardization connection, node structure is simple, install convenient, good integrity, connection not only securely but also had durability stability after the completion, it is hidden inside seam that seaming component is installed, does not influence the beauty of incrustation;The intermediate node of the floor does not influence hydroelectric line preset in floor and passes through and connect, solve single floor area it is larger when, Length x Width transfinites the problem of can not transporting.
Description
Technical field
The invention belongs to build the technical field of whole external wall structure, more particularly, to a kind of lightweight steel construction floor and floor
Node connects engineering method.
Background technique
Assembled arthitecutral structure gradually increases in building field, assembly method also gradual perfection.For example, traditional assembly
Formula steel building is increased and connects using the traditional architectures profile such as welded H section steel, welding square tube, hot rolled H-shaped as main member
The components such as fishplate bar and link bolt hole are connect with other structures.Traditional lightweight steel construction long construction period, construction procedure is cumbersome, needs
It is artificial to build, it expends substantial contribution and manpower, the requirement to construction site is relatively high.
In the construction of assembled arthitecutral structure, large area lightweight steel construction floor, which connect engineering method with floor node, has its special
Construction method.Application No. is 201820120420.7 Chinese patents to disclose one kind based on beams of concrete and cold bending thin wall type
The composite floor system system of girder steel, but its primary structure of the invention is precast concrete beam frame, profiled sheet and several C-shaped clod washes
Thin wall type girder steel;Each C-shaped light gauge cold-formed steel shape beam is fixed in lightweight concrete beam frame, and profiled sheet is located at lightweight concrete beam frame
In frame, profiled sheet is located on each C-shaped light gauge cold-formed steel shape beam, and the upper limb of profiled sheet and each C-shaped light gauge cold-formed steel shape beam
Edge is fixedly connected, and profiled sheet upper has gypsum based self-leveling mortar layer.Scene needs cast-in-place wet construction, fails integrated dress
Facing still needs to carry out interior and exterior finishes processing after the completion of building.Constructing, assembly rate is lower, and the period is longer.
Summary of the invention
The object of the present invention is to provide a kind of adaptation modern architecture demands, serve structure with assembled lightweight steel operational characteristic
Lightweight steel construction floor connect engineering method with floor node.
The purpose of the present invention is what is realized by following technical proposals:
Lightweight steel construction floor of the invention connect engineering method with floor node, it is characterised in that includes the following steps:
(1) the floor construction modularized production of lightweight steel construction assembly building;
Floor construction module includes floor steel construction, covers the floor decorative board structure in this floor steel structure surface, described
Floor steel construction includes two floor stile frames, is connected by angle connector I and angle connector II with this two floor stile frames
The two floor transverse frames connect are horizontally installed on horizontal by one group in the floor stile frame and the formed frame of floor transverse frame
Beam, and this group of crossbeam interlaced arrangement and is arranged in by one group in the floor stile frame and the formed frame of floor transverse frame
Shape of the mouth as one speaks profile I,
Floor stile frame, the floor transverse frame and one group of crossbeam includes section material framework, and setting is herein
Profile assembling assembly on section material framework,
The section material framework includes plane middle pectoral plate, connects two buffering intermediate zones in this plane middle pectoral plate two sides,
Two surface plates that intermediate zone is connected are buffered with this two respectively, two surface plates on this two surface plates are respectively set
Press reinforcing strip, two wing plates being connected respectively with described two surface plates, two to be connected respectively with this two wing plates
Wing plate reinforcing rib,
The profile assembling assembly includes one group of square hole being arranged on described two surface plates, is separately positioned on described two
Two groups of connecting holes on wing plate, each shape of the mouth as one speaks profile I pass through corresponding square hole and by screws and corresponding floor transverse frame
Or the connecting hole on crossbeam on two wing plates is connected,
The crossbeam is connected by shape of the mouth as one speaks profile II with the stile frame,
Power supply circuit I, light current communication device I, ventilating system I and supply and drain water system I are mountable in floor steel construction, then match
Floor thermal insulation packing layer, floor decorative board structure are closed, the floor of a complete lightweight steel construction assembly building is formed.
(2) type of attachment of floor construction module;
It is reserved with the connector of one group of shape of the mouth as one speaks profile I on the transverse frame of floor, one group of shape of the mouth as one speaks profile II is reserved on stile frame
Connector, needs are designed according to practice of construction, by floor c-type connector by the shape of the mouth as one speaks profile I or shape of the mouth as one speaks type on different floors
The connector of material II is connected with each other, and forms a floor construction module.
The shape of the mouth as one speaks profile I or shape of the mouth as one speaks profile II is clod wash lock seaming integral type square tube, and locking side is the both sides after bending
Lapping lock, which is closely together, on the inside of from square tube to form, and the side of the shape of the mouth as one speaks profile I or shape of the mouth as one speaks profile II is equipped with preformed hole.
Advantages of the present invention:
(1) lightweight steel construction floor of the invention connect engineering method with floor node, all components in plant floor prefabricated processing,
Assembly is, it can be achieved that factory modularization produces, and standardization connection, construction is fast, simple installation;It is installed by screw, effective percentage avoids
Welding deformation, while screw connection does not destroy workpiece erosion resistant coating, improves building service life;
(2) lightweight steel construction floor of the invention connect engineering method with floor node, and node structure is simple, install convenient, whole after the completion
Body is good, and connection not only securely but also had durability stability, and installation seaming component is hidden inside seam, does not influence incrustation
Beauty;The node does not influence hydroelectric line preset in floor and passes through and connect, solve single floor area it is larger when, it is long
The problem of degree width overrun can not transport;
(3) lightweight steel construction floor of the invention connect engineering method with floor node, and floor has used assembled architecture cold-forming shapes to make
For main structure body stressed member, building overall stability is improved while mitigating construction(al)steel weight and shock resistance improves
Building service life greatly improves building economy;Hollow structure frame design can be convenient installation electric wire, data line, phone
The preheating embedding lines such as line, water pipe;
(4) lightweight steel construction floor of the invention connect engineering method with floor node, reduces the one of traditional light steel construction site operation
Serial process reduces the labor intensity of field worker, shortens construction period;
(5) lightweight steel construction floor of the invention connect engineering method with floor node, using dry construction, is not necessarily to weld job, construction
Method realizes the assembled architecture construction that house is built as playing with building blocks, and carries out maintenance processing without scene building.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention.
Fig. 2 is I enlarged view of Fig. 1 of the present invention.
Fig. 3 is II enlarged view of Fig. 1 of the present invention.
Fig. 4 is III enlarged view of Fig. 1 of the present invention.
Fig. 5 is the structural schematic diagram of section material framework of the present invention and profile assembling assembly.
Fig. 6 is the section view of Fig. 5 of the present invention.
Fig. 7 is the structural schematic diagram of floor c-type connector of the present invention.
Fig. 8 is the section view of shape of the mouth as one speaks profile I of the present invention or shape of the mouth as one speaks profile II.
Fig. 9 is that the structure of floor of the present invention cuts open figure.
Figure 10 is the mounting structure schematic diagram of the power supply circuit of floor of the present invention, light current communication device and ventilating system.
Specific embodiment
A specific embodiment of the invention is further illustrated with reference to the accompanying drawing.
As Figure 1-10 shows, lightweight steel construction floor of the invention connect engineering method with floor node, it is characterised in that including such as
Lower step:
(1) the floor construction modularized production of lightweight steel construction assembly building;
Floor construction module includes floor steel construction, covers the floor decorative board structure 15 in this floor steel structure surface, described
Floor steel construction include two floor stile frames 1, pass through angle connector I and angle connector II and this two floor stile frames 1
Two floor transverse frames 2 being connected are horizontally installed on by the floor stile frame 1 and the formed frame of floor transverse frame 2
One group of crossbeam 3, formed with this group of 3 interlaced arrangement of crossbeam and being arranged by the floor stile frame 1 and floor transverse frame 2
One group of shape of the mouth as one speaks profile I 4 in frame,
Floor stile frame 1, the floor transverse frame 2 and one group of crossbeam 3 includes section material framework, and setting exists
Profile assembling assembly on this section material framework,
The section material framework includes plane middle pectoral plate 7, connects two buffering intermediate zones in this 7 two sides of plane middle pectoral plate
8, two surface plates 9 that intermediate zone 8 is connected are buffered with this two respectively, are respectively set two on this two surface plates 9
Surface plate press reinforcing strip 10, two wing plates 11 being connected respectively with described two surface plates 9, respectively with this two wing plates 11
Two wing plate reinforcing ribs 12 being connected,
The profile assembling assembly includes one group of square hole 13 being arranged on described two surface plates 9, is separately positioned on described
Two groups of connecting holes 14 on two wing plates 11, each shape of the mouth as one speaks profile I 4 pass through corresponding square hole 13 and by screw with it is corresponding
Connecting hole 14 on floor transverse frame 2 or crossbeam 3 on two wing plates 11 is connected,
The crossbeam 3 is connected by shape of the mouth as one speaks profile II 6 with the stile frame 1,
Power supply circuit 18, light current communication device 19, ventilating system 20 and supply and drain water system 16 are mountable in floor steel construction,
Cooperate floor thermal insulation packing layer 17, floor decorative board structure 15 again, forms the floor of a complete lightweight steel construction assembly building.
(2) type of attachment of floor construction module;
It is reserved with the connector of one group of shape of the mouth as one speaks profile I 4 on the transverse frame 2 of floor, one group of shape of the mouth as one speaks profile is reserved on stile frame 1
II 6 connector designs needs according to practice of construction, by floor c-type connector 5 by the shape of the mouth as one speaks profile I 4 or mouth on different floors
The connector of type profile II 6 is connected with each other, and forms a floor construction module.
The shape of the mouth as one speaks profile I 4 or shape of the mouth as one speaks profile II 6 is clod wash lock seaming integral type square tube, and locking side is two after bending
While being closely together to be formed from lapping lock on the inside of square tube, the side of the shape of the mouth as one speaks profile I 4 or shape of the mouth as one speaks profile II 6 is equipped with reserved
Hole.
Lightweight steel construction floor of the invention connect engineering method with floor node, and all components are prefabricated in plant floor to be added
Work, assembly are, it can be achieved that factory modularization produces, and standardization connection, construction is fast, simple installation;It is installed by screw, effective percentage is kept away
No-welding deformation, while screw connection does not destroy workpiece erosion resistant coating, improves building service life;Node structure is simple, peace
It is convenient to fill, after the completion good integrity, and connection not only securely but also had durability stability, and installation seaming component is hidden in seam
Portion does not influence the beauty of incrustation;The node does not influence hydroelectric line preset in floor and passes through and connect, and solves single
When floor area is larger, Length x Width transfinites the problem of can not transporting;Floor has used assembled architecture cold-forming shapes as knot
Structure main body stressed member, improves building overall stability while mitigating construction(al)steel weight and shock resistance improves building
Service life greatly improves building economy;Hollow structure frame design can be convenient installation electric wire, data line, telephone wire, water
The preheating embedding lines such as pipe;The present invention reduces the series of processes of traditional light steel construction site operation, reduce the labour of field worker
Intensity shortens construction period;Using dry construction, it is not necessarily to weld job, construction method realizes the construction room as playing with building blocks
The assembled architecture in room is constructed, and carries out maintenance processing without scene building.
Claims (2)
1. a kind of lightweight steel construction floor connect engineering method with floor node, it is characterised in that include the following steps:
(1) the floor construction modularized production of lightweight steel construction assembly building;
Floor construction module includes floor steel construction, covers the floor decorative board structure in this floor steel structure surface, described
Floor steel construction includes two floor stile frames, is connected by angle connector I and angle connector II with this two floor stile frames
The two floor transverse frames connect are horizontally installed on horizontal by one group in the floor stile frame and the formed frame of floor transverse frame
Beam, and this group of crossbeam interlaced arrangement and is arranged in by one group in the floor stile frame and the formed frame of floor transverse frame
Shape of the mouth as one speaks profile I,
Floor stile frame, the floor transverse frame and one group of crossbeam includes section material framework, and setting is herein
Profile assembling assembly on section material framework,
The section material framework includes plane middle pectoral plate, connects two buffering intermediate zones in this plane middle pectoral plate two sides,
Two surface plates that intermediate zone is connected are buffered with this two respectively, two surface plates on this two surface plates are respectively set
Press reinforcing strip, two wing plates being connected respectively with described two surface plates, two to be connected respectively with this two wing plates
Wing plate reinforcing rib,
The profile assembling assembly includes one group of square hole being arranged on described two surface plates, is separately positioned on described two
Two groups of connecting holes on wing plate, each shape of the mouth as one speaks profile I pass through corresponding square hole and by screws and corresponding floor transverse frame
Or the connecting hole on crossbeam on two wing plates is connected,
The crossbeam is connected by shape of the mouth as one speaks profile II with the stile frame,
Power supply circuit I, light current communication device I, ventilating system I and supply and drain water system I are mountable in floor steel construction, then match
Floor thermal insulation packing layer, floor decorative board structure are closed, the floor of a complete lightweight steel construction assembly building is formed;
(2) type of attachment of floor construction module;
It is reserved with the connector of one group of shape of the mouth as one speaks profile I on the transverse frame of floor, one group of shape of the mouth as one speaks profile II is reserved on stile frame
Connector, needs are designed according to practice of construction, by floor c-type connector by the shape of the mouth as one speaks profile I or shape of the mouth as one speaks type on different floors
The connector of material II is connected with each other, and forms a floor construction module.
2. lightweight steel construction floor according to claim 1 connect engineering method with floor node, it is characterised in that the shape of the mouth as one speaks
Profile I or shape of the mouth as one speaks profile II are clod wash lock seaming integral type square tube, and locking side is that the both sides after bending are locked from square tube inside overlap joint
It is buckled together to be formed, the side of the shape of the mouth as one speaks profile I or shape of the mouth as one speaks profile II is equipped with preformed hole.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201811312540.8A CN109322433B (en) | 2018-11-06 | 2018-11-06 | Light steel structure floor slab and floor slab joint connection construction method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201811312540.8A CN109322433B (en) | 2018-11-06 | 2018-11-06 | Light steel structure floor slab and floor slab joint connection construction method |
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CN109322433A true CN109322433A (en) | 2019-02-12 |
CN109322433B CN109322433B (en) | 2020-08-21 |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113309278A (en) * | 2021-06-22 | 2021-08-27 | 厦门大禾众邦建筑工程技术服务有限公司 | Cold-formed thin-walled house floor system with floor beam connected in bending mode at end portion |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN203701386U (en) * | 2013-12-16 | 2014-07-09 | 张跃 | Steel-structure floor slab group |
AU2009204671B2 (en) * | 2008-01-18 | 2015-01-15 | Sigma Dek Ltd. | Decking system |
CN204510582U (en) * | 2015-03-06 | 2015-07-29 | 东营海容新材料有限公司 | Floor light gauge steel structure |
CN105822001A (en) * | 2016-03-29 | 2016-08-03 | 北京工业大学 | Assembled cold bending thin-wall sectional steel floor slab module connecting structure |
CN207063234U (en) * | 2017-07-17 | 2018-03-02 | 浙江越宫钢结构有限公司 | A kind of house for the shear wall slab assembling being made up of steel square tube and steel plate |
-
2018
- 2018-11-06 CN CN201811312540.8A patent/CN109322433B/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AU2009204671B2 (en) * | 2008-01-18 | 2015-01-15 | Sigma Dek Ltd. | Decking system |
CN203701386U (en) * | 2013-12-16 | 2014-07-09 | 张跃 | Steel-structure floor slab group |
CN204510582U (en) * | 2015-03-06 | 2015-07-29 | 东营海容新材料有限公司 | Floor light gauge steel structure |
CN105822001A (en) * | 2016-03-29 | 2016-08-03 | 北京工业大学 | Assembled cold bending thin-wall sectional steel floor slab module connecting structure |
CN207063234U (en) * | 2017-07-17 | 2018-03-02 | 浙江越宫钢结构有限公司 | A kind of house for the shear wall slab assembling being made up of steel square tube and steel plate |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113309278A (en) * | 2021-06-22 | 2021-08-27 | 厦门大禾众邦建筑工程技术服务有限公司 | Cold-formed thin-walled house floor system with floor beam connected in bending mode at end portion |
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