CN108867963A - A kind of light gauge cold-formed steel shape well word floor construction and construction method - Google Patents

A kind of light gauge cold-formed steel shape well word floor construction and construction method Download PDF

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Publication number
CN108867963A
CN108867963A CN201811005558.3A CN201811005558A CN108867963A CN 108867963 A CN108867963 A CN 108867963A CN 201811005558 A CN201811005558 A CN 201811005558A CN 108867963 A CN108867963 A CN 108867963A
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China
Prior art keywords
rod elements
light
floor
connecting plate
steel frame
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CN201811005558.3A
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CN108867963B (en
Inventor
麻建锁
强亚林
蔡焕琴
郭腾
马相楠
张敏
齐梦
程岚
陈硕
戎天
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Xinjiang Zhongding Construction Group Co ltd
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Hebei University of Architecture
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17Floor structures partly formed in situ

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Floor Finish (AREA)

Abstract

A kind of light gauge cold-formed steel shape well word floor construction and construction method, wherein floor construction includes one group of floor modules for successively splicing connection and lightweight concrete layer;Floor modules include light steel frame, insulation board and profiled sheet;Light steel frame is the rectangular frame structure being formed by connecting by one group of longitudinal type steel rod elements and at least two groups lateral type steel rod elements;The insulation board has one group, and correspondence is filled in the sash of light steel frame;The profiled sheet is laid on the top of light steel frame;Every piece of floor modules top side, along light steel frame longitudinal edge it is elongated be equipped with baffle;The first connecting plate is equipped in the bottom of every piece of floor modules;It is connected between the bottom of adjacent two pieces of floor modules by the first connecting plate;Lightweight concrete layer is cast between the top of profiled sheet, adjacent baffle.The present invention solves traditional sound isolation of floor, fire prevention, waterproof and load-carrying properties are poor and each room stability is lower, the high technical problem of frequency of maintenance after its construction.

Description

A kind of light gauge cold-formed steel shape well word floor construction and construction method
Technical field
The present invention relates to building engineering field, especially a kind of light gauge cold-formed steel shape well word floor construction and construction method.
Background technique
Floor is the important structural elements of New type of web steel structure dwelling house system, it not only wants role-taking on it Dead load and dynamic load, also to have enough intensity, rigidity, stability;Residential housing will also be reached it is good heat preservation, Sound insulation, fire protecting performance, and next layer of floor after the installation is completed will become upper one layer of structure operation platform.Current light steel Floor can be divided into two kinds by the difference of its mode of construction in house:Cast-type soft steel board(That is wet type way)It is light with assembled Steel floor(That is dry type way).Wherein, currently used assembled soft steel board soundproof effect is poor, between plate layer or with it is light Easily occurs opposite sliding between steel frame.
Summary of the invention
The object of the present invention is to provide a kind of light gauge cold-formed steel shape well word floor construction and construction methods, to solve traditional Sound isolation of floor, fire prevention, waterproof and load-carrying properties are poor and each room stability is lower, frequency of maintenance is high after its construction The technical issues of.
To achieve the above object, the present invention adopts the following technical scheme that.
A kind of light gauge cold-formed steel shape well word floor construction includes one group and successively splices the floor modules of connection and pour Lightweight concrete layer in one group of floor modules;The floor modules include light steel frame, insulation board and profiled sheet;Institute Stating light steel frame is the rectangular frame structure being formed by connecting by one group of longitudinal type steel rod elements and at least two groups lateral type steel rod elements;Institute Stating insulation board has one group, and correspondence is filled in the sash of light steel frame;The profiled sheet is laid on the top of light steel frame, and It is covered on one group of insulation board;Every piece of floor modules top side, along light steel frame longitudinal edge it is elongated be equipped with baffle, and And the baffle in spliced adjacent floor deck module constitutes the side template for pouring lightweight concrete layer;At the bottom of every piece of floor modules Portion is equipped with the first connecting plate;Wherein, bottom margin elongated setting of every piece of first connecting plate along light steel frame;Adjacent two pieces of floors It is connected between the bottom of module by the first connecting plate;The lightweight concrete layer is cast in the top, adjacent of profiled sheet Between baffle.
Preferably, the section of the longitudinal type steel rod elements is in I-shaped, one group of longitudinal type steel rod elements transversely parallel interval Setting;The section of the lateral type steel rod elements is arranged at intervals in I-shaped wherein every group of lateral type steel rod elements are longitudinally parallel Between adjacent longitudinal type steel rod elements;The end of the lateral type steel rod elements is plugged in the top flange and lower flange of longitudinal type steel rod elements Between, use the second connecting plate to connect at the web seaming position of lateral type steel rod elements in the web of longitudinal type steel rod elements.
Preferably, the section of the baffle is in inverted T-shaped, includes horizontal edge and the vertical edge for being connected to horizontal edge top center;Institute The horizontal edge for stating baffle is overlapped on the top surface of light steel frame, and the longitudinal side of the vertical edge of baffle side corresponding with light steel frame is flat Together.
Preferably, the section of first connecting plate is L-shaped, includes horizontal edge and the vertical edge for being connected to horizontal edge side;Its In, the horizontal edge of the first connecting plate is connected on the bottom surface of light steel frame, the vertical edge of the first connecting plate side corresponding with light steel frame Side it is concordant.
Preferably, on the vertical edge of the first connecting plate, along its grow it is axially spaced be equipped with hole, adjacent first connecting plate it Between connected by the connector that is threaded through in hole.
A kind of construction method of light gauge cold-formed steel shape well word floor construction, including steps are as follows.
Step 1 prepares material.
Step 2 makes light steel frame, and fills insulation board in the sash of light steel frame.
The first connecting plate is respectively set in step 3, the bottom in light steel frame, the edge along surrounding;Wherein, the of every side One connecting plate is along the elongated setting in the side of light steel frame;Meanwhile baffle, and the baffle are set in the top side of light steel frame The elongated setting in side along longitudinal direction.
Profiled sheet is laid on the top of light steel frame, floor modules is made by step 4.
Step 5 successively splices one group of floor modules according to design position, wherein longitudinal fashioned iron of adjacent floor deck module Rod piece splicing connection.
Step 6 pours lightweight concrete layer between the top of one group of floor modules, adjacent screen;So far it has constructed Finish.
Preferably, in step 2, the section of the longitudinal type steel rod elements of the light steel frame is in I-shaped, lateral type steel rod elements Section in I-shaped, and the edge of a wing of lateral type steel rod elements is plugged between the top flange and lower flange of longitudinal type steel rod elements, The web of longitudinal type steel rod elements uses the second connecting plate to connect at the web seaming position of lateral type steel rod elements;Described second connects The section of fishplate bar is L-shaped, includes horizontal edge and the longitudinal edge for being connected to horizontal edge side;Wherein, the horizontal edge of the second connecting plate is connected to On the web of lateral type steel rod elements, the longitudinal edge of the second connecting plate is connected on the web of longitudinal type steel rod elements.
Preferably, in step 2, bonded adhesives is coated on the contact surface of insulation board and light steel frame.
Preferably, when being equipped with equipment installation inside floor construction, equipment installation is connected to light steel before step 5 At the stitching position between floor modules on frame, adjacent.
Compared with prior art the invention has the characteristics that and beneficial effect.
1, floor modules are filled out in groined type combination light steel frame in light gauge cold-formed steel shape well word floor construction of the invention Heat preservation, acoustic material, pour lightweight concrete, fire-resistant gypsum panel furred ceiling on profiled sheet, existing between adjacent module Space interior can set equipment installation etc. and be combined, and realize structure-heat preservation-sound insulation-equipment installation one of floor construction Change.
2, light gauge cold-formed steel shape well word floor construction stability of the invention is strong:Floor construction uses prefabricated floor modules With cast-in-place light concrete type floor, compared with assembled floor, cast-in-place light concrete wet type way possesses floor construction Stronger bearing capacity and sound insulation value.
3, light gauge cold-formed steel shape well word floor construction assembling degree of the invention is high:The set floor modules factory prefabricating Degree is high, is preset with the space for pouring lightweight concrete layer, it can be achieved that pouring at the scene in floor modules;Structure letter of the invention Single, the tectonic remnant basin of floor construction is less, and easy for site installation and connection quick, can reduce site operation workload, be suitble to work Industry architecture production.
4, light gauge cold-formed steel shape well word floor construction sound insulation value of the invention is good, waterproof, fire protecting performance is good and carries Ability is big, is adapted to the stability requirement in each room, while frequency of maintenance is small after its construction.
Detailed description of the invention
The present invention will be further described in detail with reference to the accompanying drawing.
Fig. 1 is light steel frame schematic diagram of the invention.
Fig. 2 is the schematic perspective view of floor modules of the invention.
Fig. 3 is the cross-sectional structure schematic diagram of floor modules of the invention.
Fig. 4 is the structural schematic diagram that lightweight concrete layer is poured in floor modules of the invention.
Fig. 5 is longitudinal type steel rod elements and lateral type steel rod elements node structure schematic diagram in the present invention.
Fig. 6 is the schematic perspective view of adjacent floor deck module connection of the invention.
Fig. 7 is the cross-sectional structure schematic diagram of adjacent floor deck module connection of the invention.
Fig. 8 is the node structure schematic diagram of adjacent floor deck module connection of the invention.
Appended drawing reference:1- floor modules, 1.1- light steel frame, 1.1.1- longitudinal type steel rod elements, 1.1.2- lateral type Steel rod elements, 1.2- insulation board, 1.3- profiled sheet, 2- baffle, the first connecting plate of 3-, the second connecting plate of 4-, 5- connection Part, 6- lightweight concrete layer.
Specific embodiment
As shown in figures 1-8, this light gauge cold-formed steel shape well word floor construction includes one group of floor for successively splicing connection Module 1 and the lightweight concrete layer 6 being cast in one group of floor modules 1;The floor modules 1 include light steel frame 1.1, Insulation board 1.2 and profiled sheet 1.3;The light steel frame 1.1 is lateral by one group of longitudinal type steel rod elements 1.1.1 and at least two groups The rectangular frame structure that fashioned iron rod piece 1.1.2 is formed by connecting;The insulation board 1.2 has one group, and correspondence is filled in light steel frame 1.1 Sash in;The profiled sheet 1.3 is laid on the top of light steel frame 1.1, and is covered on one group of insulation board 1.2;Every 1 top side of block floor modules elongated is equipped with baffle 2, and spliced adjacent floor deck along the longitudinal edge of light steel frame 1.1 Baffle 2 in module 1 constitutes the side template for pouring lightweight concrete layer 6;The first connection is equipped in the bottom of every piece of floor modules 1 Plate 3;Wherein, bottom margin elongated setting of every piece of first connecting plate 3 along light steel frame 1.1;The bottom of adjacent two pieces of floor modules 1 It is connected between portion by the first connecting plate 3;The lightweight concrete layer 6 is cast in the top of profiled sheet 1.3, adjacent baffle Between 2.
In the present embodiment, the light steel frame 1.1 is combination light steel frame;The section of the longitudinal type steel rod elements 1.1.1 In I-shaped, one group of longitudinal type steel rod elements 1.1.1 transversely parallel interval setting, wherein outermost two longitudinal type steel rod elements 1.1.1 it is made of H-type light gauge cold-formed steel shape, the longitudinal type steel rod elements 1.1.1 of inside is made of elongated I-steel;The transverse direction The section of fashioned iron rod piece 1.1.2 is in I-shaped;Every group of lateral type steel rod elements 1.1.2 is longitudinally parallel to be arranged at intervals on adjacent longitudinal direction Between fashioned iron rod piece 1.1.1, wherein outermost lateral type steel rod elements 1.1.2 is by H-type light gauge cold-formed steel shape, the transverse direction of inside Fashioned iron rod piece 1.1.2 is made of I-steel;The end of the lateral type steel rod elements 1.1.2 is plugged in longitudinal type steel rod elements 1.1.1 Top flange and lower flange between, longitudinal type steel rod elements 1.1.1 web and lateral type steel rod elements 1.1.2 web seam position Place is set to connect using the second connecting plate 4;The section of second connecting plate 4 is L-shaped, as reinforcer, and passes through tapping screw It is fixed, guarantee longitudinal type steel rod elements 1.1.1 is just to have connect with the orthogonal joint form of lateral type steel rod elements 1.1.2.
In the present embodiment, the profiled sheet 1.3 is plain edition profiled sheet, is made according to size needs.
In the present embodiment, the section of the baffle 2 is in inverted T-shaped, includes horizontal edge and is connected to the perpendicular of horizontal edge top center Side;The horizontal edge of the baffle 2 is overlapped on the top surface of light steel frame 1.1, the vertical edge of baffle 2 side corresponding with light steel frame 1.1 Longitudinal side it is concordant;The vertical edge and profiled sheet 1.3 of baffle 2 collectively constitute " groove " for pouring lightweight concrete layer 6.
In the present embodiment, the insulation board 1.2 can be mineral wool or be polystyrene foam plate or be rock wool.
In the present embodiment, the section of first connecting plate 3 is L-shaped, is made of angle steel, includes horizontal edge and to be connected to cross The vertical edge of side side;Wherein, the horizontal edge of the first connecting plate 3 is connected on the bottom surface of light steel frame 1.1, and the first connecting plate 3 erects The side of side side corresponding with light steel frame 1.1 is concordant.
In the present embodiment, grown on the vertical edge of the first connecting plate 3, along it axially spaced equipped with hole, adjacent first company It is connected between fishplate bar 3 by the connector 5 being threaded through in hole.
In the present embodiment, the connector 5 is bolt.
The construction method of this light gauge cold-formed steel shape well word floor construction, including steps are as follows.
Step 1 prepares material:The light steel frame 1.1 of the floor modules 1 is prefabricated in the factory, first by lateral type steel rod elements 1.1.2, structural elements and second connecting plate such as longitudinal type steel rod elements 1.1.1, baffle 2, the first connecting plate 3, profiled sheet 1.3 4, the union pieces such as tapping screw are ready to complete in factory process.
Step 2 makes light steel frame 1.1, and insulation board 1.2 is filled in the sash of light steel frame 1.1;Wherein, gently Longitudinal type steel rod elements 1.1.1 inside steel frame 1.1 is made of I-steel, in adjacent longitudinal type steel rod elements 1.1.1, every 600mm connection length is the lateral type steel rod elements 1.1.2 of 600mm, makes to be formed as the small frame of 600*600mm inside light steel frame 1.1 Lattice;To light steel frame 1.1 assemble after, to its inside using have both heat preservation, sound insulation property block of glass wool as insulation board 1.2 being filled:First block of glass wool is cut according to the design size of 600*600mm, piecemeal filling;Insulation board 1.2 is spelled Socket part position and the part contacted with light steel frame 1.1 are smeared epoxide-resin glue and are bonded, reinforcing glass cotton plate and light steel frame 1.1 globality;Block of glass wool dampness and light steel frame 1.1 scratch during transportation in order to prevent, can use industrial preservative film Floor modules 1 are packed.
The first connecting plate 3 is respectively set in step 3, the bottom in light steel frame 1.1, the edge along surrounding;Wherein, every side The first connecting plate 3 along the elongated setting in the side of light steel frame 1.1;Bottom in light steel frame 1.1, the difference of the edge along surrounding First connecting plate 3 is set;Use tapping screw by the first connecting plate 3 and longitudinal type steel pole in the lower part surrounding of light steel frame 1.1 A side of part 1.1.1 connects;Meanwhile baffle 2, the connection side of inverted T-shaped baffle 2 are set in the top side of light steel frame 1.1 Formula is consistent with the connection type of elongated first connecting plate 3 in lower part, is all made of self-drilling connection simultaneously;Carrying out the first connecting plate 3 and baffle 2 connection when, need to carry out corner processing to guarantee 1.1 bottom and top level of light steel frame without relative height differential.
Profiled sheet 1.3 is laid on the top of light steel frame 1.1 by step 4, and floor modules 1 are made.
Step 5 successively splices one group of floor modules 1 between the wall of main structure according to design position, wherein phase The longitudinal type steel rod elements 1.1.1 of adjacent floor modules 1 splices connection, and the baffle 2 and profiled sheet 1.3 in adjacent floor deck module 1 are total The groove of lightweight concrete is poured with composition, and pours the lightweight concrete layer 6 of 50mm thickness in inside grooves.
Step 6 pours lightweight concrete layer 6 between the top of one group of floor modules 1, adjacent screen 2;So far it constructs It finishes.
In the present embodiment, in step 2, the longitudinal type steel rod elements 1.1.1 of the light steel frame 1.1 is the work of elongated setting Word steel, lateral type steel rod elements 1.1.2 is I-steel, and the edge of a wing of lateral type steel rod elements 1.1.2 is plugged in longitudinal type steel rod elements 1.1.1 between top flange and lower flange, in the web of longitudinal type steel rod elements 1.1.1 and the web of lateral type steel rod elements 1.1.2 It is connected at seaming position using the second connecting plate 4;The section of second connecting plate 4 is L-shaped, includes horizontal edge and to be connected to cross The longitudinal edge of side side;Wherein, the horizontal edge of the second connecting plate 4 is connected on the web of lateral type steel rod elements 1.1.2, the second connecting plate 4 longitudinal edge is connected on the web of longitudinal type steel rod elements 1.1.1.
In the present embodiment, in step 2, bonded adhesives is coated on the contact surface of insulation board 1.2 and light steel frame 1.1.
In the present embodiment, baffle 2 exceeds the part of longitudinal type steel rod elements 1.1.1 and the longitudinal type steel rod elements being stitched together 1.1.1 " groove " for interting pipeline is collectively constituted, the installation of pipeline is facilitated;Equipment installation is equipped with inside floor construction When, before step 5, equipment installation band or galvanized wire are connected on light steel frame 1.1, between adjacent floor modules 1 In " groove " at stitching position.
Above-described embodiment is not the exhaustion of specific embodiment, can also there is other embodiments, and above-described embodiment purpose exists In illustrating the present invention, the protection scope being not intended to limit the present invention, all applications from simple change of the present invention all fall within this In the protection scope of invention.

Claims (9)

1. a kind of light gauge cold-formed steel shape well word floor construction includes one group of floor modules for successively splicing connection(1)And it pours It builds in one group of floor modules(1)On lightweight concrete layer(6);It is characterized in that:The floor modules(1)It include light steel framework Frame(1.1), insulation board(1.2)And profiled sheet(1.3);The light steel frame(1.1)For by one group of longitudinal type steel rod elements (1.1.1)With at least two groups lateral type steel rod elements(1.1.2)The rectangular frame structure being formed by connecting;The insulation board(1.2)Have One group, correspondence is filled in light steel frame(1.1)Sash in;The profiled sheet(1.3)It is laid on light steel frame(1.1)Top Portion, and it is covered on one group of insulation board(1.2)On;In every piece of floor modules(1)Top side, along light steel frame(1.1)Longitudinal direction Edge is elongated to be equipped with baffle(2), and spliced adjacent floor deck module(1)On baffle(2)Composition pours lightweight concrete Layer(6)Side template;In every piece of floor modules(1)Bottom be equipped with the first connecting plate(3);Wherein, every piece of first connecting plate(3) Along light steel frame(1.1)The elongated setting of bottom margin;Adjacent two pieces of floor modules(1)Bottom between pass through the first connecting plate (3)Connection;The lightweight concrete layer(6)It is cast in profiled sheet(1.3)Top, adjacent baffle(2)Between.
2. light gauge cold-formed steel shape well word floor construction according to claim 1, it is characterised in that:The longitudinal type steel rod elements (1.1.1)Section be in I-shaped, one group of longitudinal type steel rod elements(1.1.1)Transversely parallel interval is arranged;The transverse direction fashioned iron Rod piece(1.1.2)Section in I-shaped, wherein every group of lateral type steel rod elements(1.1.2)It is longitudinally parallel be arranged at intervals on it is adjacent Longitudinal type steel rod elements(1.1.1)Between;The lateral type steel rod elements(1.1.2)End be plugged in longitudinal type steel rod elements (1.1.1)Top flange and lower flange between, in longitudinal type steel rod elements(1.1.1)Web and lateral type steel rod elements(1.1.2) Web seaming position at use the second connecting plate(4)Connection.
3. light gauge cold-formed steel shape well word floor construction according to claim 1, it is characterised in that:The baffle(2)Cut Face is in inverted T-shaped, includes horizontal edge and the vertical edge for being connected to horizontal edge top center;The baffle(2)Horizontal edge be overlapped on light steel framework Frame(1.1)Top surface on, baffle(2)Vertical edge and light steel frame(1.1)The longitudinal side of corresponding side is concordant.
4. light gauge cold-formed steel shape well word floor construction according to claim 1, it is characterised in that:First connecting plate (3)Section it is L-shaped, include horizontal edge and the vertical edge for being connected to horizontal edge side;Wherein, the first connecting plate(3)Horizontal edge connection In light steel frame(1.1)Bottom surface on, the first connecting plate(3)Vertical edge and light steel frame(1.1)The side of corresponding side is concordant.
5. light gauge cold-formed steel shape well word floor construction according to claim 4, it is characterised in that:In the first connecting plate(3) Vertical edge on, along its grow it is axially spaced be equipped with hole, adjacent first connecting plate(3)Between pass through the connection that is threaded through in hole Part(5)Connection.
6. the construction method of light gauge cold-formed steel shape well word floor construction described in a kind of any one of claim 1-5, special Sign is, including steps are as follows:
Step 1 prepares material;
Step 2 makes light steel frame(1.1), and in light steel frame(1.1)Sash in fill insulation board(1.2);
Step 3, in light steel frame(1.1)Bottom, along the edge of surrounding the first connecting plate is respectively set(3);Wherein, every side The first connecting plate(3)Along light steel frame(1.1)The elongated setting in side;Meanwhile in light steel frame(1.1)Top side set Set baffle(2), and the baffle(2)The elongated setting in side along longitudinal direction;
Step 4, by profiled sheet(1.3)It is laid on light steel frame(1.1)Top, floor modules are made(1);
Step 5, by one group of floor modules(1)Successively splice according to design position, wherein adjacent floor deck module(1)Longitudinal type Steel rod elements(1.1.1)Splicing connection;
Step 6, in one group of floor modules(1)Top, adjacent screen(2)Between pour lightweight concrete layer(6);So far it applies Work finishes.
7. the construction method of light gauge cold-formed steel shape well word floor construction according to claim 6, it is characterised in that:Step 2 In, the light steel frame(1.1)Longitudinal type steel rod elements(1.1.1)Section be in I-shaped, lateral type steel rod elements(1.1.2)'s Section is in I-shaped, and lateral type steel rod elements(1.1.2)The edge of a wing be plugged in longitudinal type steel rod elements(1.1.1)Top flange under Between the edge of a wing, in longitudinal type steel rod elements(1.1.1)Web and lateral type steel rod elements(1.1.2)Web seaming position at use Second connecting plate(4)Connection;Second connecting plate(4)Section it is L-shaped, include horizontal edge and be connected to the vertical of horizontal edge side Side;Wherein, the second connecting plate(4)Horizontal edge be connected to lateral type steel rod elements(1.1.2)Web on, the second connecting plate(4)'s Longitudinal edge is connected to longitudinal type steel rod elements(1.1.1)Web on.
8. the construction method of light gauge cold-formed steel shape well word floor construction according to claim 7, it is characterised in that:Step 2 In, insulation board(1.2)With light steel frame(1.1)Contact surface on be coated with bonded adhesives.
9. the construction method of light gauge cold-formed steel shape well word floor construction according to claim 6, it is characterised in that:Work as floor When inside configuration is equipped with equipment installation, equipment installation is connected to light steel frame before step 5(1.1)Upper, adjacent floor Module(1)Between stitching position at.
CN201811005558.3A 2018-08-30 2018-08-30 Cold-formed thin-wall steel well-word floor slab structure and construction method Active CN108867963B (en)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109372170A (en) * 2018-12-19 2019-02-22 武汉悉道建筑科技有限公司 A kind of assembled sound insulating floor slab system and preparation method thereof
CN110185233A (en) * 2019-06-24 2019-08-30 中建二局第三建筑工程有限公司 Heat insulation structure of rectangular air pipe and construction method thereof
CN110374239A (en) * 2019-08-15 2019-10-25 吉林建筑大学 A kind of open tubular column grating type floor plates
CN110984450A (en) * 2019-12-20 2020-04-10 陕西博睿信息科技有限公司 Laying structure of steel structure house floor bearing plate
CN111622403A (en) * 2020-05-22 2020-09-04 江苏科技大学 Cold-formed thin-wall section steel composite floor and modular prefabrication and assembly method thereof
CN111851794A (en) * 2020-06-30 2020-10-30 同济大学 Heat-insulation and decoration integrated light steel keel composite wallboard and manufacturing method thereof

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5595034A (en) * 1995-02-22 1997-01-21 Harsco Corporation Grid assembly with improved form pan for use in grid reinforced concrete decks and method of manufacturing same
CN104947788A (en) * 2015-06-18 2015-09-30 北京大工简筑科技有限公司 DGC modular fabricated building system and building method thereof
CN105804233A (en) * 2016-05-10 2016-07-27 北京大工简筑科技有限公司 DGC board-type assembled house system and construction method and manufacturing method thereof
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
CN205822542U (en) * 2016-06-02 2016-12-21 中国矿业大学 A kind of novel two-way beam of falling T composite floor

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5595034A (en) * 1995-02-22 1997-01-21 Harsco Corporation Grid assembly with improved form pan for use in grid reinforced concrete decks and method of manufacturing same
CN104947788A (en) * 2015-06-18 2015-09-30 北京大工简筑科技有限公司 DGC modular fabricated building system and building method thereof
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
CN105804233A (en) * 2016-05-10 2016-07-27 北京大工简筑科技有限公司 DGC board-type assembled house system and construction method and manufacturing method thereof
CN205822542U (en) * 2016-06-02 2016-12-21 中国矿业大学 A kind of novel two-way beam of falling T composite floor

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109372170A (en) * 2018-12-19 2019-02-22 武汉悉道建筑科技有限公司 A kind of assembled sound insulating floor slab system and preparation method thereof
CN109372170B (en) * 2018-12-19 2024-02-23 武汉悉道建筑科技有限公司 Assembled sound insulation floor system and manufacturing method thereof
CN110185233A (en) * 2019-06-24 2019-08-30 中建二局第三建筑工程有限公司 Heat insulation structure of rectangular air pipe and construction method thereof
CN110185233B (en) * 2019-06-24 2024-01-05 中建二局第三建筑工程有限公司 Insulation structure of rectangular air pipe and construction method thereof
CN110374239A (en) * 2019-08-15 2019-10-25 吉林建筑大学 A kind of open tubular column grating type floor plates
CN110984450A (en) * 2019-12-20 2020-04-10 陕西博睿信息科技有限公司 Laying structure of steel structure house floor bearing plate
CN111622403A (en) * 2020-05-22 2020-09-04 江苏科技大学 Cold-formed thin-wall section steel composite floor and modular prefabrication and assembly method thereof
CN111851794A (en) * 2020-06-30 2020-10-30 同济大学 Heat-insulation and decoration integrated light steel keel composite wallboard and manufacturing method thereof

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