CN105484354B - A kind of assembling type steel structure building system and its construction method - Google Patents

A kind of assembling type steel structure building system and its construction method Download PDF

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Publication number
CN105484354B
CN105484354B CN201510937724.3A CN201510937724A CN105484354B CN 105484354 B CN105484354 B CN 105484354B CN 201510937724 A CN201510937724 A CN 201510937724A CN 105484354 B CN105484354 B CN 105484354B
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Prior art keywords
steel
assembling type
wall
steel structure
concrete
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CN201510937724.3A
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CN105484354A (en
Inventor
肖志刚
孙绪东
张昭祥
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Shanghai Baosteel Construction Engineering Technology Co ltd
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BAOSTEEL BUILDING SYSTEM INTEGRATION Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/30Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts being composed of two or more materials; Composite steel and concrete constructions
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/58Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
    • 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00Coverings or linings, e.g. for walls or ceilings
    • E04F13/07Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0875Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements having a basic insulating layer and at least one covering layer
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/02Flooring or floor layers composed of a number of similar elements
    • E04F15/02044Separate elements for fastening to an underlayer
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/02Flooring or floor layers composed of a number of similar elements
    • E04F15/02044Separate elements for fastening to an underlayer
    • E04F2015/0205Separate elements for fastening to an underlayer with load-supporting elongated furring elements between the flooring elements and the underlayer
    • E04F2015/02055Separate elements for fastening to an underlayer with load-supporting elongated furring elements between the flooring elements and the underlayer with additional supporting elements between furring elements and underlayer

Abstract

A kind of assembling type steel structure building system and its construction method, assembling type steel structure building system include steel structure framework system, assembled integral floor system, assembling type outer wall system, assembled wall system;The steel structure framework system includes double-layer plate combined concrete shear wall, steel core concrete column, i-shape steel beam and connecting node.Assembled integral floor system, using girder steel in steel skeleton system as bearing, including precast concrete bottom plate, cast-in-place concrete overlapping layers and the raised flooring layer in cast-in-place concrete layer.Assembling type outer wall system includes heat insulation decoration integrated plate system, watertight interface layer, foundation wall.Assembling type steel structure building system of the present invention uses the design concept that is detached with obturator of supporter, it is possible to provide greatly across can flexible partition space, have the characteristics that speed of application soon, reliable in quality, anti-seismic performance it is good.

Description

A kind of assembling type steel structure building system and its construction method
Technical field
The present invention relates to building structure technology field, more particularly to a kind of assembling type steel structure building system and its construction party Method.
Background technology
Traditional building uses cast-in-place concrete floor, needs formwork supporting plate, sets up full hall scaffold, and can only successively apply Work;Blockwork, external wall plastering or the tiling of use need exterior wall scaffold, construction complicated.Traditional building pipeline is adopted more It being fixed in wall with being embedded in structure floor and slotting, pipeline needs to destroy structure or peripheral protecting system once damaging, into And influence the service life of monolithic architecture.The construction quality for improving building, shortens the construction period of building, improves the service life of building, be User provides the space of flexibility and changeability, is the requirement of industry development.Develop assembled architecture, divides using by supporter and obturator From design concept, be the effective ways to solve the above problems.
Invention content
The purpose of the present invention is to provide a kind of assembling type steel structure building system and its construction method, using supporter The design concept detached with obturator, it is possible to provide greatly across can flexible partition space, there is speed of application fast, reliable in quality, anti- The good feature of shock stability.
In order to achieve the above objectives, the technical scheme is that:
A kind of assembling type steel structure building system comprising, steel structure framework system, including several double-layer plate concrete Compound shear wall, several steel core concrete columns, several i-shape steel beams;Between the double-layer plate combined concrete shear wall and It is connected by i-shape steel beam between double-layer plate combined concrete shear wall and steel core concrete column;Assembled integral floor system System, using the i-shape steel beam in the steel structure framework system as bearing, is set up in the steel structure framework system, under To upper successively including precast concrete bottom plate, cast-in-place concrete overlapping layers and raised flooring layer;Assembling type outer wall system, is set to Include heat insulation decoration integrated plate, watertight interface layer, foundation wall successively from outside to inside on the outside of the steel structure framework system;Assembly Formula wall system is set to the steel structure framework system memory.
Further, the double-layer plate combined concrete shear wall includes two encased steel plates and the in-between interior coagulation filled out Soil and the connector for being connected to encased steel plate medial surface or perforation double-layer plate;The connector is peg, T shape ribbed stiffener batten plates Or split bolt.
Preferably, the steel core concrete column is steel pipe column or steel column.
Preferably, the precast concrete bottom plate is that prefabricated concrete hollow slab or steel bar girder are concrete prefabricated Plate.
Preferably, the raised flooring layer includes foundation bolt support column, oriented structure chipboard successively from top to bottom And floor.
Preferably, dry-type ground-warming plate is set between the oriented structure chipboard and floor of the raised flooring layer.
Further, the heat insulation decoration integrated plate from outside to inside successively include color coated steel sheet, thermal insulation board and lightgage steel joist or Thin-wall steel tube;The lightgage steel joist or thin-wall steel tube pass through the watertight interface layer to be fixed on foundation wall by anchor bolt;Color coating steel Plate is connected to one side of L-shaped connector by self-plugging rivet, and L-shaped connector another side passes through self-drilling connection to lightgage steel joist Or on thin-wall steel tube.
Also, the foundation wall is keel composite wall, include calcium silicate board, the interior light steel dragon for filling out thermal insulation material from outside to inside Bone, autoclaved aerated concrete slab.
Preferably, the autoclaved aerated concrete slab can extend to floor bottom along girder steel both sides, and girder steel is coated.
Preferably, the foundation wall be keel composite wall, from outside to inside include autoclaved aerated concrete slab, lightgage steel joist, Plasterboard or calcium silicate board.
Preferably, the watertight interface layer is waterproof ventilated membrane or watertight interface agent coating.
Preferably, the assembled wall system includes intermediate lightgage steel joist and fixes the steam-pressing aero-concrete of its both sides Plate.
Preferably, the autoclaved aerated concrete slab extends up to board bottom along girder steel both sides, and girder steel is coated.
Preferably, the assembled wall system is single steam-pressing aero-concrete slab.
The construction method of assembling type steel structure building system of the present invention, characterized in that include the following steps:
1) steel structure framework system is first installed;
2) assembled integral floor system is constructed
It first hangs oneself in i-shape steel beam and sets the position concrete prefabricated base plate, arrange the overlapping layers reinforcing bar later, pour The overlapping layer concrete is built, waits for that the overlapping layer concrete reaches intensity.
3) assembling type outer wall system is installed
After the foundation wall is installed, it is laid with the watertight interface layer, anchor bolt is installed, lightgage steel joist is installed, uses self tapping spiral shell later Assembled heat insulation decoration integrated plate is fixed on lightgage steel joist by nail, clogs pointing later, fluid sealant joint seal, most Color coated steel sheet cleans afterwards, carries out an acceptance inspection;
4) mounting foot bolt support column, the pipeline being laid in raised flooring are successively laid with oriented wood chipboard and floor, complete At examination.
5) assembled internal partition wall system is installed, interior wall and outer pipeline within the walls are laid with.
6) it carries out decoration processing and checks and accepts.
Further, it is laid with dry-type ground-warming plate between step 4) oriented structure chipboard and floor.
Preferably, step 3), the pointing include foam strip or foaming agent.
The construction of step 2) the assembled floor, first sets up temporary support, hangs oneself and set described in position in i-shape steel beam Concrete prefabricated base plate.
In addition, the construction of step 3) the assembling type outer wall system does not need exterior wall scaffold, using nacelle construction, construction Personnel are laid with the watertight interface layer by hanging basket, install anchor bolt, install lightgage steel joist, later will be assembled with tapping screw Good heat insulation decoration integrated plate is fixed on lightgage steel joist, clogs pointing later, fluid sealant joint seal, and last color coated steel sheet is clear It is clean, it carries out an acceptance inspection.
The construction of assembled floor of the present invention does not need full hall scaffold, using no temporary support or several road branch Support.
Beneficial effects of the present invention:
1, assembling type outer wall system of the invention and assembled floor system can be utilized respectively lightgage steel joist interlayer, make somebody a mere figurehead Floor layer lays pipeline, is convenient for later replacement and inspection, does not destroy structure.
2, assembling type outer wall system of the invention, using wall-attached keel metal heat preservation decorative integrated plate, mechanical anchor, peace Complete reliable, durability is good, it can be ensured that the thermal and insulating performance of exterior wall is not necessarily to outer foundation hand without wet construction using nacelle construction Frame, speed of application are fast.
3, steel skeleton system of the invention, it is comprehensive to use double-layer plate compound shear wall and steel core concrete column, it can solve Bracing members arrangement is limited, wall construction is cumbersome at bracing members, in room the problem of dew column, conducive to the popularization of steel building.
4, assembled floor system of the invention, it is mixed using the prestressed concrete laminated floor slab or steel bar girder of large span Solidifying soil laminated floor slab, create large span without secondary beam can flexible partition space, be not necessarily to template and full hall scaffold, can multilayer it is same When construct, speed of application is fast, prefabricated board shop, reliable in quality.
5, the assembled wall system in the present invention and its steam pressure concrete slab in assembling type outer wall system or gypsum Plate can extend to floor bottom along girder steel both sides, girder steel is coated, and can play the role of solving girder steel fireproof simultaneously.
6, simple and fast, construction quality is easily controllable in construction method of the invention.
Description of the drawings
Fig. 1 is the floor map of assembling type steel structure building system of the present invention;
Fig. 2 is A-A sectional views (at exterior wall) in assembling type steel structure building system of the present invention;
Fig. 3 is heat insulating decorative board structural map in assembling type steel structure building system of the present invention;
Fig. 4 is bilayer combination steel plate shear force wall sectional view in assembling type steel structure building system of the present invention;
Fig. 5 is B-B sectional views (at interior wall) in assembling type steel structure building system of the present invention.
Specific implementation mode
Referring to Fig. 1~Fig. 5, a kind of assembling type steel structure building system of the invention comprising,
Steel structure framework system 1, including several double-layer plate combined concrete shear walls 11,11 ', several concrete filled steel tubes Column 12,12 ', several i-shape steel beams 13,13 ';Between the double-layer plate combined concrete shear wall 11,11 ' and clad steel It is connected by i-shape steel beam 13,13 ' between plate concrete combined shear wall 11 and steel core concrete column 12;
Assembled integral floor system 2 is bearing with the i-shape steel beam 13 in the steel structure framework system 1, is set up Include precast concrete bottom plate 21, cast-in-place concrete overlapping layers 22 successively from bottom to top in the steel structure framework system 1 And raised flooring layer 23;
Assembling type outer wall system 3, is set to 1 outside of the steel structure framework system, includes heat preservation successively from outside to inside Decorative integrated plate 31, watertight interface layer 32, foundation wall 33.
Assembled wall system 4 is set to 1 inside of the steel structure framework system.
Further, double-layer plate combined concrete shear wall 11 of the present invention include two encased steel plates 111,111 ' and The concrete 112 filled out among it and the connector 113 for being connected to encased steel plate 111,111 ' medial surfaces or perforation double-layer plate; The connector 113 is peg, T shape ribbed stiffener batten plates or split bolt.
The steel core concrete column 12 is steel pipe column or steel column.
The precast concrete bottom plate 21 is prefabricated concrete hollow slab or steel bar girder concrete prefabricated board.
Referring to Fig. 5, the raised flooring layer 23 includes foundation bolt support column 231, oriented structure successively from top to bottom Particieboard 232 and floor 233.
Dry-type ground-warming plate 234 is set between the oriented structure chipboard 232 and floor 233 of the raised flooring layer 32.
Referring to Fig. 3, heat insulation decoration integrated plate 31 of the present invention includes color coated steel sheet 311, thermal insulation board successively from outside to inside 312 and lightgage steel joist 313 or thin-wall steel tube;The lightgage steel joist 313 or thin-wall steel tube pass through the anti-hydrosphere by anchor bolt 314 Face layer 32 is fixed on foundation wall 33;Color coated steel sheet 311 is connected to one side of L-shaped connector 316 by self-plugging rivet 315, and L-shaped connects 316 another side of fitting is connected to by tapping screw 317 on lightgage steel joist 313 or thin-wall steel tube.
Referring to Fig. 2, foundation wall 33 of the present invention is keel composite wall, includes from outside to inside calcium silicate board 331, interior fills out guarantor Lightgage steel joist 332, the autoclaved aerated concrete slab 333 of adiabator.
The autoclaved aerated concrete slab 333 can extend to floor bottom along 13 both sides of i-shape steel beam, by i-shape steel beam 13 claddings.
Also, foundation wall 33 of the present invention is keel composite wall, include autoclaved aerated concrete slab 333 from outside to inside, light Steel joist 332, plasterboard or calcium silicate board 331.
The watertight interface layer 32 is waterproof ventilated membrane or watertight interface agent coating.
Referring to Fig. 5, assembled wall system 4 of the present invention includes intermediate lightgage steel joist 41 and fixes the steam pressure of its both sides Aerated concrete panel 42,42 '.
The autoclaved aerated concrete slab 42 extends up to board bottom along 13 both sides of i-shape steel beam, by i-shape steel beam 13 claddings.
In addition, assembled wall system 4 of the present invention can also be single steam-pressing aero-concrete slab.
The construction method of assembling type steel structure building system of the present invention comprising following steps:
1) steel structure framework system 1 is first installed;
2) assembled integral floor system 2 is constructed
It first hangs oneself in i-shape steel beam 13 and sets the position concrete prefabricated base plate 21, arrange the overlapping layers steel later Muscle pours the overlapping layer concrete 22, waits for that the overlapping layer concrete 22 reaches intensity.
3) installation assembling type outer wall system 3
After the foundation wall 33 is installed, it is laid with the watertight interface layer 32, anchor bolt 314 is installed, lightgage steel joist 313 is installed, it Assembled heat insulation decoration integrated plate 31 is fixed on lightgage steel joist 313 with tapping screw 317 afterwards, clogs joint filling later Material 318,319 joint seal of fluid sealant, last color coated steel sheet 311 are cleaned, are carried out an acceptance inspection;
4) mounting foot bolt support column 231, the pipeline being laid in raised flooring 23 are successively laid with oriented wood chipboard 232 And floor 233, it completes to check and accept;
5) installation assembled internal partition wall system 4, the pipeline being laid in interior wall 4 and exterior wall 3;
6) it carries out decoration processing and checks and accepts.
In the present embodiment, the step 3) pointing 318 includes foam strip or foaming agent.Step 4) oriented structure wood shavings Dry-type ground-warming plate 234 is laid between plate 232 and floor 233.
In construction method of the present invention, the construction of step 2) the assembled floor 2 does not need full hall scaffold, using nothing Temporary support or the support of several roads.
In addition, the construction of step 3) the assembling type outer wall system does not need exterior wall scaffold, using nacelle construction, construction Personnel are laid with the watertight interface layer by hanging basket, install anchor bolt, install lightgage steel joist, later will be assembled with tapping screw Good heat insulation decoration integrated plate is fixed on lightgage steel joist, clogs pointing later, fluid sealant joint seal, and last color coated steel sheet is clear It is clean, it carries out an acceptance inspection.

Claims (19)

1. a kind of assembling type steel structure building system, which is characterized in that including,
Steel structure framework system, including several double-layer plate combined concrete shear walls, several steel core concrete columns, several I-shapeds Section steel beam;Between the double-layer plate combined concrete shear wall and double-layer plate combined concrete shear wall and concrete filled steel tube It is connected by i-shape steel beam between column;
Assembled integral floor system is set up in the steel using the i-shape steel beam in the steel structure framework system as bearing Include precast concrete bottom plate, cast-in-place concrete overlapping layers and raised flooring layer successively from bottom to top in structural framework system;
Assembling type outer wall system is set on the outside of the steel structure framework system, includes insulation and decoration one successively from outside to inside Body plate, watertight interface layer, foundation wall;
Assembled wall system is set to the steel structure framework system memory.
2. assembling type steel structure building system as described in claim 1, which is characterized in that the double-layer plate coagulation local soil type Combination shearing wall includes two encased steel plates and the in-between interior concrete filled out and is connected to encased steel plate medial surface or penetrates through clad steel The connector of plate;The connector is peg, T shape ribbed stiffener batten plates or split bolt.
3. assembling type steel structure building system as described in claim 1, which is characterized in that the steel core concrete column is steel Tubing string or steel column.
4. assembling type steel structure building system as described in claim 1, which is characterized in that the precast concrete bottom plate is Prefabricated concrete hollow slab or steel bar girder concrete prefabricated board.
5. assembling type steel structure building system as described in claim 1, which is characterized in that the raised flooring layer from it is lower to On successively include foundation bolt support column, oriented structure chipboard and floor.
6. assembling type steel structure building system as claimed in claim 5, which is characterized in that the orientation of the raised flooring layer Dry-type ground-warming plate is set between structural particleboard and floor.
7. assembling type steel structure building system as described in claim 1, which is characterized in that the heat insulation decoration integrated plate is from outer To interior successively including color coated steel sheet, thermal insulation board and lightgage steel joist or thin-wall steel tube;The lightgage steel joist or thin-wall steel tube pass through anchor Bolt passes through the watertight interface layer to be fixed on foundation wall;Color coated steel sheet is connected to one side of L-shaped connector, L by self-plugging rivet Shape connector another side passes through on self-drilling connection to lightgage steel joist or thin-wall steel tube.
8. assembling type steel structure building system as described in claim 1, which is characterized in that the foundation wall is keel composite wall, It includes calcium silicate board, the interior lightgage steel joist for filling out thermal insulation material, autoclaved aerated concrete slab from outside to inside.
9. assembling type steel structure building system as claimed in claim 8, which is characterized in that the autoclaved aerated concrete slab can Floor bottom is extended to along i-shape steel beam both sides, i-shape steel beam is coated.
10. assembling type steel structure building system as described in claim 1, which is characterized in that the foundation wall is keel composite wall, It includes autoclaved aerated concrete slab, lightgage steel joist, plasterboard or calcium silicate board from outside to inside.
11. assembling type steel structure building system as claimed in claim 1 or 7, which is characterized in that the watertight interface layer is anti- Water ventilated membrane or watertight interface agent coating.
12. assembling type steel structure building system as described in claim 1, which is characterized in that the assembled wall system packet Include positioned at intermediate lightgage steel joist and fix the autoclaved aerated concrete slab of its both sides.
13. assembling type steel structure building system as claimed in claim 12, which is characterized in that the autoclaved aerated concrete slab Floor bottom is extended up to along i-shape steel beam both sides.
14. assembling type steel structure building system as described in claim 1, which is characterized in that the assembled wall system is Single steam-pressing aero-concrete slab.
15. the construction method of assembling type steel structure building system as described in claim 1, characterized in that include the following steps:
1) steel structure framework system is first installed;
2) assembled integral floor system is constructed
It first hangs oneself in i-shape steel beam and sets the position concrete prefabricated base plate, arrange the overlapping layers reinforcing bar later, pour institute Overlapping layer concrete is stated, waits for that the overlapping layer concrete reaches intensity;
3) assembling type outer wall system is installed
After the foundation wall is installed, it is laid with the watertight interface layer, anchor bolt is installed, lightgage steel joist is installed, it later will with tapping screw Assembled heat insulation decoration integrated plate is fixed on lightgage steel joist, clogs pointing later, and fluid sealant joint seal is last color Steel plate cleaning is applied, is carried out an acceptance inspection;
4) mounting foot bolt support column, the pipeline being laid in raised flooring layer are successively laid with oriented wood chipboard and floor, complete It checks and accepts;
5) assembled wall system is installed, interior wall and outer pipeline within the walls are laid with;
6) it carries out decoration processing and checks and accepts.
16. the construction method of assembling type steel structure building system as claimed in claim 15, characterized in that step 4) orientation knot It is laid with dry-type ground-warming plate between structure particieboard and floor.
17. the construction method of assembling type steel structure building system as claimed in claim 15, characterized in that the pointing Including foam strip or foaming agent.
18. the construction method of assembling type steel structure building system as claimed in claim 15, characterized in that the step 2) dress Construction with formula floor, first sets up temporary support, hangs oneself in i-shape steel beam and sets the position concrete prefabricated base plate.
19. the construction method of assembling type steel structure building system as claimed in claim 15, characterized in that the step 3) dress Construction with formula external wall system uses nacelle construction, construction personnel to be laid with the watertight interface layer by hanging basket, installs anchor bolt, peace Lightgage steel joist is filled, assembled heat insulation decoration integrated plate is fixed on lightgage steel joist with tapping screw later, is filled out later Pointing, fluid sealant joint seal are filled in, last color coated steel sheet cleaning carries out an acceptance inspection.
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