CN107747405A - A kind of assembling type steel structure framework and assembling type steel structure house - Google Patents
A kind of assembling type steel structure framework and assembling type steel structure house Download PDFInfo
- Publication number
- CN107747405A CN107747405A CN201711250956.7A CN201711250956A CN107747405A CN 107747405 A CN107747405 A CN 107747405A CN 201711250956 A CN201711250956 A CN 201711250956A CN 107747405 A CN107747405 A CN 107747405A
- Authority
- CN
- China
- Prior art keywords
- assembling type
- prefabricated steel
- steel structure
- type steel
- network frame
- 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.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 163
- 239000010959 steel Substances 0.000 title claims abstract description 163
- 238000010276 construction Methods 0.000 claims abstract description 55
- 230000003287 optical effect Effects 0.000 claims description 21
- 238000005034 decoration Methods 0.000 claims description 7
- 238000010792 warming Methods 0.000 claims description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 210000001364 upper extremity Anatomy 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 7
- 230000009286 beneficial effect Effects 0.000 abstract description 5
- 238000000034 method Methods 0.000 description 3
- 239000000203 mixture Substances 0.000 description 3
- 235000013399 edible fruits Nutrition 0.000 description 2
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/02—Dwelling houses; Buildings for temporary habitation, e.g. summer houses
- E04H1/04—Apartment houses arranged in two or more levels
-
- 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
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2415—Brackets, gussets, joining plates
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2418—Details of bolting
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2466—Details of the elongated load-supporting parts
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2484—Details of floor panels or slabs
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
Abstract
The present invention relates to building field, it is intended to solves the problems, such as assembling construction efficiency to be present during the construction of existing assembled architecture low, there is provided assembling type steel structure framework and assembling type steel structure house.Assembling type steel structure framework includes multiple prefabricated steel columns;Prefabricated steel column has multiple connectors protruded horizontally up laterally therefrom;And the relative connector of adjacent prefabricated steel column is facing each other;On each adjacent prefabricated steel column horizontal support member is connected between relative connector;The prefabricated steel column of multiple settings connected with multiple adjacent horizontal support members to be formed it is latticed;Prefabricated steel construction network frame plate is provided with mesh space, Prefabricated steel construction network frame plate upper and lower end face is connected in corresponding horizontal support member, and the both sides of Prefabricated steel construction network frame plate are spaced with prefabricated steel column respectively.The beneficial effects of the invention are as follows efficiency of assembling height, the engineering time is saved, and Prefabricated steel construction network frame plate possesses the effect for providing effective vertical supporting and preferable horizontal deformation.
Description
Technical field
The present invention relates to building field, in particular to assembling type steel structure framework and assembling type steel structure house.
Background technology
Steel construction assembled architecture is prefabricated in the factory for the partial component of building, is then transported to scene and carries out assembled build
Make method.However, the problem of assembling construction efficiency is low be present during existing assembled architecture construction.
The content of the invention
The present invention is intended to provide a kind of assembling type steel structure framework, is spelled with solving to exist when existing assembled architecture is constructed
The problem of filling low construction efficiency.
Another object of the present invention is to provide a kind of assembling type steel structure for possessing above-mentioned assembling type steel structure framework to live
Residence.
What embodiments of the invention were realized in:
The embodiment of the present invention provides a kind of assembling type steel structure framework, and it includes multiple settings and is connected on sole plate
Prefabricated steel column;Prefabricated steel column has multiple connectors protruded horizontally up laterally therefrom;Height of multiple connectors along prefabricated steel column
To being spaced apart;And the relative connector of adjacent prefabricated steel column is facing each other;It is relative on each adjacent prefabricated steel column
Horizontal support member is connected between connector;The prefabricated steel column of multiple settings connects shape with multiple adjacent horizontal support members
Into latticed;Prefabricated steel construction network frame plate, Prefabricated steel construction network frame plate upper and lower end face difference are respectively equipped with each mesh space
Corresponding to being connected in horizontal support member, the both sides of Prefabricated steel construction network frame plate are spaced with prefabricated steel column respectively, between existing
Gap.
The mode of constructing of assembling type steel structure framework in the present embodiment is each composition part that is prefabricated in the factory:It is prefabricated
Steel column, Prefabricated steel construction network frame plate, these composition parts are then transported to scene and carry out assembly.Assembling method is:First set
Sole plate, then hoisting prefabricated steel column, and the connector that is connected on prefabricated steel column.Then splice horizontal support member and form grid
Shape, then Prefabricated steel construction network frame plate is respectively equipped with each mesh space, form the assembling type steel structure framework.Wherein, it is horizontal
Support member is connected between connector, and the both sides of Prefabricated steel construction network frame plate are spaced with prefabricated steel column respectively, gap be present,
Prefabricated steel construction network frame plate is while can provide vertical support, additionally it is possible to avoid, to the spacing of the prefabricated steel column in both sides, making
Structure possesses certain horizontal deformation.
Therefore, the assembling type steel structure framework in the present embodiment has efficiency of assembling high, saves the beneficial effect of engineering time
Fruit, and Prefabricated steel construction network frame plate possesses the effect for providing effective vertical supporting and preferable horizontal deformation.
In an embodiment of the present embodiment:
Prefabricated steel construction network frame plate is made up of the foamed heat insulating body of steel wire mesh frame and wrapped wire network framework.
In an embodiment of the present embodiment:
The height of the two end portions of horizontal support member is compressed into high to size less than intermediate portion to size;
Connector includes two between the upper and lower every relative connecting plate;The two end portions of horizontal support member are placed in the two of connector
Between individual connecting plate, and it is connected by screw in connector.
In an embodiment of the present embodiment:
Horizontal support member includes the body of I-steel shape that two end portions height is compressed to size, body include upper flange,
Lower wing plate and the web being connected between upper flange and lower wing plate;
The both sides of web are respectively equipped with the elastic supporting member for supporting optical member being supported between upper flange and lower wing plate;Elastic supporting member for supporting optical member is served as reasons
The waveform configuration that elastic steel bar is bent to form, the both ends of elastic supporting member for supporting optical member are individually fixed in body;Waveform configuration states elastic branch
The crest of support member is supported in upper flange, trough is supported in lower wing plate, forms the resilient support to upper flange and lower wing plate.
In an embodiment of the present embodiment:
Upper flange close to the surface of lower wing plate be provided with two along body length to the first groove, two the first grooves distinguish positions
In the both sides of web;
Lower wing plate is provided with and two the first grooves relative two the second grooves respectively close to the surface of upper flange;
The trough of elastic supporting member for supporting optical member be supported in corresponding in the second groove, the crest of elastic supporting member for supporting optical member be supported in corresponding to the
In one groove.
In an embodiment of the present embodiment:
First groove, the width of the second groove are equal to the diameter for the reinforcing bar for forming elastic supporting member for supporting optical member.
In an embodiment of the present embodiment:
Connected mode between horizontal support member and Prefabricated steel construction network frame plate is:It is prefabricated above horizontal support member
Steel structure net rack plate is connected by screw the upper flange in the horizontal support member;
Prefabricated steel construction network frame plate below horizontal support member is connected by screw the bottom wing in the horizontal support member
Plate.
The embodiment of the present invention also provides a kind of assembling type steel structure house, it include foregoing assembling type steel structure framework and
Support is connected to the floor of pre-manufactured steel top end.
In an embodiment of the present embodiment:
Covered positioned at the lateral surface of the Prefabricated steel construction network frame plate of the periphery of assembling type steel structure house and be connected to warming plate and outer
Decoration panel, medial surface, which cover, is connected to inner veneer;Inner veneer, Prefabricated steel construction network frame plate, warming plate, exterior trim panel are from inside to outside
Overlapping connects into the exterior wall of assembling type steel structure house successively.
In an embodiment of the present embodiment:
Covered respectively positioned at the two sides of the Prefabricated steel construction network frame plate of the inner side of assembling type steel structure house and be connected to decorative cover
Plate;The decoration panel of both sides and between the two Prefabricated steel construction network frame plate overlapping connection form the interior of assembling type steel structure house
Wall.
In summary describe, the assembling type steel structure framework and assembling type steel structure house in the embodiment of the present invention possess dress
With efficiency high, the beneficial effect of engineering time is saved, and its Prefabricated steel construction network frame plate possesses and provides effective vertical supporting
With the effect of preferable horizontal deformation so that overall to possess larger vertical bearing capacity and horizontal deformation.
Brief description of the drawings
In order to illustrate the technical solution of the embodiments of the present invention more clearly, below by embodiment it is required use it is attached
Figure is briefly described, it will be appreciated that the following drawings illustrate only certain embodiments of the present invention, therefore be not construed as pair
The restriction of scope, for those of ordinary skill in the art, on the premise of not paying creative work, can also be according to this
A little accompanying drawings obtain other related accompanying drawings.
Fig. 1 is the structural representation of the assembling type steel structure framework in the embodiment of the present invention;
Fig. 2 is Fig. 1 A direction views;
Fig. 3 is enlarged drawing at Fig. 1 B;
Fig. 4 is the structural representation of the center section of the horizontal support member in the embodiment of the present invention;
Fig. 5 is the structural representation of the assembling type steel structure house in the embodiment of the present invention;
Fig. 6 is sectional views of the Fig. 5 along line C-C;
Fig. 7 is enlarged drawing at Fig. 6 D.
Icon:010- assembling type steel structure houses;100- assembling type steel structure frameworks;10- sole plates;200- floors;
The prefabricated steel columns of 20-;21a- connecting plates;21- connectors;300- exterior walls;30a- bodies;30- horizontal support members;310- is incubated
Plate;31- upper flanges;320- exterior trim panels;32- lower wing plates;330- inner veneers;33- webs;34- elastic supporting member for supporting optical member;In 400-
Wall;40- Prefabricated steel construction network frame plates;410- decoration panels;41- steel wire mesh frames;42- foamed heat insulating bodies;C1- first is recessed
Groove;The grooves of C2- second;F1- gaps.
Embodiment
To make the purpose, technical scheme and advantage of the embodiment of the present invention clearer, below in conjunction with the embodiment of the present invention
In accompanying drawing, the technical scheme in the embodiment of the present invention is clearly and completely described, it is clear that described embodiment is
Part of the embodiment of the present invention, rather than whole embodiments.The present invention implementation being generally described and illustrated herein in the accompanying drawings
The component of example can be configured to arrange and design with a variety of.
Therefore, below the detailed description of the embodiments of the invention to providing in the accompanying drawings be not intended to limit it is claimed
The scope of the present invention, but be merely representative of the present invention selected embodiment.It is common based on the embodiment in the present invention, this area
The every other embodiment that technical staff is obtained under the premise of creative work is not made, belong to the model that the present invention protects
Enclose.
It should be noted that:Similar label and letter represents similar terms in following accompanying drawing, therefore, once a certain Xiang Yi
It is defined, then it further need not be defined and explained in subsequent accompanying drawing in individual accompanying drawing.
In the description of the invention, it is necessary to explanation, if occur term " " center ", " on ", " under ", "left", "right",
The orientation or position relationship of the instruction such as " vertical ", " level ", " interior ", " outer " be based on orientation shown in the drawings or position relationship,
Either the invention product using when the orientation usually put or position relationship, be for only for ease of the description present invention and simplification retouched
State, rather than instruction or imply signified device or element there must be specific orientation, with specific azimuth configuration and operation,
Therefore it is not considered as limiting the invention.If only used in addition, occurring term " first ", " second " etc. in description of the invention
Described in distinguishing, and it is not intended that instruction or hint relative importance.
If it is not offered as requiring that part is absolute in addition, occurring the term such as term " level ", " vertical " in description of the invention
Horizontal or pendency, but can be slightly tilted.Such as " level " only refers to that its direction is more horizontal with respect to for " vertical ", not
It is to represent that the structure must be fully horizontal, but can be slightly tilted.
In the description of the invention, it is also necessary to explanation, unless otherwise clearly defined and limited, if there is term
" setting ", " installation ", " connected ", " connection " should be interpreted broadly, for example, it may be being fixedly connected or detachably connecting
Connect, or be integrally connected;Can be mechanical connection or electrical connection;Can be joined directly together, middle matchmaker can also be passed through
Jie is indirectly connected, and can be the connection of two element internals.For the ordinary skill in the art, can be with concrete condition
Understand the concrete meaning of above-mentioned term in the present invention.
Embodiment
Fig. 1 is the structural representation of the assembling type steel structure framework 100 in the embodiment of the present invention;Fig. 2 be Fig. 1 A to regarding
Figure;Fig. 3 is enlarged drawing at Fig. 1 B.It refer to Fig. 1, Fig. 2, Fig. 3, the assembling type steel structure framework 100 in the present embodiment includes
Multiple settings are connected to the prefabricated steel column 20 on sole plate 10;Prefabricated steel column 20 has multiple to be protruded horizontally up laterally therefrom
Connector 21;Multiple connectors 21 are along the high to being spaced apart of prefabricated steel column 20;And the relative company of adjacent prefabricated steel column 20
Joint 21 is facing each other;On each adjacent prefabricated steel column 20 horizontal support member is connected between relative connector 21
30;The prefabricated steel column 20 of multiple settings and multiple adjacent connections of horizontal support member 30 form latticed;In each mesh space
Prefabricated steel construction network frame plate 40 is respectively equipped with, the upper and lower end face of Prefabricated steel construction network frame plate 40 is connected to corresponding horizontal support
On part 30, the both sides of Prefabricated steel construction network frame plate 40 are spaced with prefabricated steel column 20 respectively, gap f1 be present.
The mode of constructing of assembling type steel structure framework 100100 in the present embodiment is each constituting portion that is prefabricated in the factory
Point:Prefabricated steel column 20, Prefabricated steel construction network frame plate 40, these composition parts are then transported to scene and carry out assembly.Assembly side
Method is:Sole plate 10 is first set, then hoisting prefabricated steel column 20, and the connector 21 that is connected on prefabricated steel column 20.Then spell
Connect horizontal support member 30 and formed latticed, then Prefabricated steel construction network frame plate 40 is respectively equipped with each mesh space, forms the dress
With formula steel structure frame 100100.Wherein, horizontal support member 30 is connected between connector 21, Prefabricated steel construction network frame plate 40
Both sides are spaced with prefabricated steel column 20 respectively, gap f1 be present, and Prefabricated steel construction network frame plate 40 can provide vertical branch
While support, additionally it is possible to avoid, to the spacing of the prefabricated steel column in both sides 20, making structure possess certain horizontal deformation.
Therefore, the assembling type steel structure framework 100100 in the present embodiment has efficiency of assembling high, saves the engineering time
Beneficial effect, and Prefabricated steel construction network frame plate 40 possesses the effect for providing effective vertical supporting and preferable horizontal deformation
Fruit.
Referring to Fig. 1, in one embodiment, Prefabricated steel construction network frame plate 40 is by steel wire mesh frame 41 and wrapped wire net
The foamed heat insulating body 42 of skeleton 41 is formed.Steel wire mesh frame 41 is used as skeleton, and foamed heat insulating body 42 can provide good insulation
Effect, play the effect of green energy conservation.
Optionally, the height of the two end portions of horizontal support member 30 is compressed into high to chi less than intermediate portion to size
It is very little;Connector 21 includes two between the upper and lower every relative connecting plate 21a;The two end portions of horizontal support member 30 are placed in connector 21
Two connecting plate 21a between, and be connected by screw in connector 21.
Horizontal support member 30 can be set to diversified forms, and coordinate includes two end portions referring to Fig. 3, Fig. 4, horizontal support member 30
The body 30a for the I-steel shape that height is compressed to size, body 30a include upper flange 31, lower wing plate 32 and are connected to upper flange
Web 33 between 31 and lower wing plate 32;The both sides of web 33 are respectively equipped with the bullet being supported between upper flange 31 and lower wing plate 32
Property support member 34;Elastic supporting member for supporting optical member 34 is the waveform configuration being bent to form by elastic steel bar, and the both ends of elastic supporting member for supporting optical member 34 are distinguished
It is fixed on body 30a;The crest for stating elastic supporting member for supporting optical member 34 of waveform configuration is supported in upper flange 31, trough is supported in lower wing plate
32, form the resilient support to upper flange 31 and lower wing plate 32.The elastic supporting member for supporting optical member 34 of waveform is supported in upper flange 31 and bottom wing
Between plate 32, the vertical bearing capacity of horizontal support member 30 is improved.
With continued reference to Fig. 4, in an embodiment of the present embodiment, upper flange 31 is provided with close to the surface of lower wing plate 32
Two along body 30a grow to the first groove C1, two the first groove C1 respectively be located at web 33 both sides;Lower wing plate 32 is close
The surface of upper flange 31 is provided with and two the first groove C1 relative two the second groove C2 respectively;The trough of elastic supporting member for supporting optical member 34
In second groove C2 corresponding to being supported in, the crest of elastic supporting member for supporting optical member 34 is supported in corresponding first groove C1.First groove
C1, the second groove C2 width are equal to the diameter for the reinforcing bar for forming elastic supporting member for supporting optical member 34.So, elastic supporting member for supporting optical member 34 can hold
Easy is defined in groove, it is not easy to releases or drops out.
In an embodiment of the present embodiment, the connection between horizontal support member 30 and Prefabricated steel construction network frame plate 40
Mode is:Prefabricated steel construction network frame plate 40 above horizontal support member 30 is connected by screw in the horizontal support member 30
Upper flange 31;Prefabricated steel construction network frame plate 40 positioned at the lower section of horizontal support member 30 is connected by screw in the horizontal support member 30
Lower wing plate 32.
Fig. 5 is the structural representation of the assembling type steel structure house 010 in the embodiment of the present invention, and Fig. 6 is Fig. 5 along line C-C
Sectional view;Fig. 7 is enlarged drawing at Fig. 6 D.Referring to Fig. 5, Fig. 6, Fig. 7, the assembling type steel structure house in the embodiment of the present invention
010 includes foregoing assembling type steel structure framework 100100 and supports the floor 200 for being connected to the prefabricated top of steel column 20.
In an embodiment of the present embodiment, the Prefabricated steel construction positioned at the periphery of assembling type steel structure house 010
The lateral surface of network frame plate 40, which covers, is connected to warming plate 310 and exterior trim panel 320, medial surface cover and be connected to inner veneer 330;Inner veneer
330th, overlapping connects into assembled steel knot successively from inside to outside for Prefabricated steel construction network frame plate 40, warming plate 310, exterior trim panel 320
The exterior wall 300 of structure house 010.Optionally, positioned at the Prefabricated steel construction network frame plate 40 of the inner side of assembling type steel structure house 010
Two sides cover be connected to decoration panel 410 respectively;The decoration panel 410 of both sides and Prefabricated steel construction network frame plate 40 between the two
Overlapping connection forms the inner wall 400 of assembling type steel structure house 010.
In summary describe, assembling type steel structure framework 100100 and assembling type steel structure house in the embodiment of the present invention
010 possesses efficiency of assembling height, saves the beneficial effect of engineering time, and its Prefabricated steel construction network frame plate 40 possesses offer effectively
Vertical supporting and preferable horizontal deformation effect so that overall possess larger vertical bearing capacity and horizontal distortion
Ability.
The preferred embodiments of the present invention are the foregoing is only, are not intended to limit the invention, for the skill of this area
For art personnel, the present invention can have various modifications and variations.Within the spirit and principles of the invention, that is made any repaiies
Change, equivalent substitution, improvement etc., should be included in the scope of the protection.
Claims (10)
- A kind of 1. assembling type steel structure framework, it is characterised in that:The assembling type steel structure framework includes the prefabricated steel column that multiple settings are connected on sole plate;The prefabricated steel column With multiple connectors protruded horizontally up laterally therefrom;Multiple connectors are along the high to being spaced apart of the prefabricated steel column; And the relative connector of the adjacent prefabricated steel column is facing each other;On each adjacent prefabricated steel column horizontal support member is connected between relative connector;The prefabricated steel column of multiple settings connected with multiple adjacent horizontal support members to be formed it is latticed;Each grid is empty Between in be respectively equipped with Prefabricated steel construction network frame plate, the Prefabricated steel construction network frame plate upper and lower end face is connected to corresponding level On support member, the both sides of the Prefabricated steel construction network frame plate are spaced with the prefabricated steel column respectively, gap be present.
- 2. assembling type steel structure framework according to claim 1, it is characterised in that:The Prefabricated steel construction network frame plate is made up of the foamed heat insulating body of steel wire mesh frame and the parcel steel wire mesh frame.
- 3. assembling type steel structure framework according to claim 1, it is characterised in that:The height of the two end portions of the horizontal support member is compressed into high to size less than intermediate portion to size;The connector includes two between the upper and lower every relative connecting plate;The two end portions of the horizontal support member are placed in connector Two connecting plates between, and be connected by screw in the connector.
- 4. assembling type steel structure framework according to claim 3, it is characterised in that:The horizontal support member includes the body for the I-steel shape that two end portions height is compressed to size, and the body includes upper limb Plate, lower wing plate and the web being connected between the upper flange and lower wing plate;The both sides of the web are respectively equipped with the elastic supporting member for supporting optical member being supported between the upper flange and the lower wing plate;The bullet Property support member be the waveform configuration that is bent to form by elastic steel bar, the both ends of the elastic supporting member for supporting optical member are individually fixed in described Body;The crest for stating elastic supporting member for supporting optical member of waveform configuration is supported in upper flange, trough is supported in lower wing plate, is formed on described The resilient support of wing plate and the lower wing plate.
- 5. assembling type steel structure framework according to claim 4, it is characterised in that:The upper flange close to the surface of the lower wing plate be provided with two along the body length to the first groove, two articles described the One groove is located at the both sides of the web respectively;The lower wing plate close to the surface of the upper flange be provided with two first grooves respectively relative two it is second recessed Groove;The trough of the elastic supporting member for supporting optical member is supported in corresponding second groove, and the crest of the elastic supporting member for supporting optical member is supported in In corresponding first groove.
- 6. assembling type steel structure framework according to claim 5, it is characterised in that:First groove, the width of second groove are equal to the diameter for the reinforcing bar for forming the elastic supporting member for supporting optical member.
- 7. assembling type steel structure framework according to claim 4, it is characterised in that:Connected mode between the horizontal support member and the Prefabricated steel construction network frame plate is:In the horizontal support member The Prefabricated steel construction network frame plate of side is connected by screw the upper flange in the horizontal support member;Prefabricated steel construction network frame plate below the horizontal support member is connected by screw the bottom wing in the horizontal support member Plate.
- A kind of 8. assembling type steel structure house, it is characterised in that:The assembling type steel structure house includes the assembling type steel structure framework and support connection described in claim any one of 1-7 Floor in the pre-manufactured steel top end.
- 9. assembling type steel structure house according to claim 8, it is characterised in that:Covered positioned at the lateral surface of the Prefabricated steel construction network frame plate of the periphery of the assembling type steel structure house and be connected to warming plate and outer Decoration panel, medial surface, which cover, is connected to inner veneer;It is the inner veneer, the Prefabricated steel construction network frame plate, the warming plate, described Overlapping connects into the exterior wall of the assembling type steel structure house to exterior trim panel successively from inside to outside.
- 10. assembling type steel structure house according to claim 8, it is characterised in that:Covered respectively positioned at the two sides of the Prefabricated steel construction network frame plate of the inner side of the assembling type steel structure house and be connected to decorative cover Plate;The decoration panel of both sides and between the two Prefabricated steel construction network frame plate overlapping connection form the assembling type steel structure The inner wall of house.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201711250956.7A CN107747405A (en) | 2017-12-01 | 2017-12-01 | A kind of assembling type steel structure framework and assembling type steel structure house |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201711250956.7A CN107747405A (en) | 2017-12-01 | 2017-12-01 | A kind of assembling type steel structure framework and assembling type steel structure house |
Publications (1)
Publication Number | Publication Date |
---|---|
CN107747405A true CN107747405A (en) | 2018-03-02 |
Family
ID=61250038
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201711250956.7A Pending CN107747405A (en) | 2017-12-01 | 2017-12-01 | A kind of assembling type steel structure framework and assembling type steel structure house |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN107747405A (en) |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103255877A (en) * | 2013-04-19 | 2013-08-21 | 北京工业大学 | Assembling type pre-stress honeycombed ribbed web steel beam |
CN104499566A (en) * | 2014-11-19 | 2015-04-08 | 浙江东南网架股份有限公司 | Assembled type special-shaped hollow column frame-shear wall housing construction system and assembling method |
CN207739672U (en) * | 2017-12-01 | 2018-08-17 | 首钢水城钢铁(集团)赛德建设有限公司 | A kind of assembling type steel structure frame and assembling type steel structure house |
-
2017
- 2017-12-01 CN CN201711250956.7A patent/CN107747405A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103255877A (en) * | 2013-04-19 | 2013-08-21 | 北京工业大学 | Assembling type pre-stress honeycombed ribbed web steel beam |
CN104499566A (en) * | 2014-11-19 | 2015-04-08 | 浙江东南网架股份有限公司 | Assembled type special-shaped hollow column frame-shear wall housing construction system and assembling method |
CN207739672U (en) * | 2017-12-01 | 2018-08-17 | 首钢水城钢铁(集团)赛德建设有限公司 | A kind of assembling type steel structure frame and assembling type steel structure house |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP2012503116A5 (en) | ||
CN101466907B (en) | Protective structure for electrical equipment specially | |
CN105908836A (en) | Mobile house | |
CN110424584A (en) | A kind of crack resistence assembly building wall board | |
CN107761946A (en) | Steel construction assembled architecture | |
CN207739672U (en) | A kind of assembling type steel structure frame and assembling type steel structure house | |
CN108035469B (en) | The orthogonal laminated wood composite floor system of space box shape rotary-cut plate laminated wood and its manufacturing method | |
CN107747405A (en) | A kind of assembling type steel structure framework and assembling type steel structure house | |
CN108999291A (en) | A kind of assembled architecture steel construction | |
CN105201230A (en) | Container room with combined-type roof structure | |
CN214657710U (en) | Steel structure framework of prefabricated house | |
CN106049677B (en) | Steel construction | |
CN205071535U (en) | Multimachine cabinet cabinet combining structure | |
CN106049676B (en) | Steel construction bracket | |
CN205946464U (en) | Network cabinet that can 19 inches 21 inches installations of on --spot change | |
US1771145A (en) | Oven | |
CN110939205A (en) | Modularization house frame unit and house | |
CN211285957U (en) | Green energy-saving building prefabricated balcony structure | |
CN205399658U (en) | Modular building | |
CN105201227A (en) | Container room with improved top structure | |
CN213868282U (en) | Steel house unit | |
CN211395994U (en) | Modularization house frame unit and house | |
CN218580833U (en) | Door post type support for walkway area of box-type board house | |
CN220035739U (en) | Post-pouring strip connecting structure of concrete member bin-jumping method | |
CN221150908U (en) | A do not have and prop end framework of being qualified for next round of competitions for 330kV transformer substation |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
TA01 | Transfer of patent application right | ||
TA01 | Transfer of patent application right |
Effective date of registration: 20181109 Address after: 553000 No. 78 North Metallurgical Road, Zhongshan, Liupanshui, Guizhou Applicant after: SHOUGANG SHUICHENG IRON AND STEEL (Group) SAIDE CONSTRUCTION Co.,Ltd. Address before: 553000 No. 78 North Metallurgical Road, Zhongshan, Liupanshui, Guizhou Applicant before: GUIZHOU JINGZHENG DETECTION CO.,LTD. |
|
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180302 |