CN207739381U - Exterior wall covers direct type steel construction assembled architecture - Google Patents
Exterior wall covers direct type steel construction assembled architecture Download PDFInfo
- Publication number
- CN207739381U CN207739381U CN201721657155.8U CN201721657155U CN207739381U CN 207739381 U CN207739381 U CN 207739381U CN 201721657155 U CN201721657155 U CN 201721657155U CN 207739381 U CN207739381 U CN 207739381U
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- CN
- China
- Prior art keywords
- prefabricated
- exterior wall
- assembled architecture
- direct type
- type steel
- 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.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 98
- 239000010959 steel Substances 0.000 title claims abstract description 98
- 238000010276 construction Methods 0.000 title claims abstract description 55
- 238000007789 sealing Methods 0.000 claims description 23
- 238000005034 decoration Methods 0.000 claims description 8
- 238000005187 foaming Methods 0.000 claims description 4
- 238000009413 insulation Methods 0.000 claims description 4
- 229910000639 Spring steel Inorganic materials 0.000 claims description 3
- 210000003195 fascia Anatomy 0.000 claims description 3
- 230000002093 peripheral effect Effects 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 238000009417 prefabrication Methods 0.000 abstract description 4
- 230000009286 beneficial effect Effects 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 239000000203 mixture Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009432 framing Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
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- Finishing Walls (AREA)
Abstract
The utility model is related to building fields, it is intended to there are assembling construction efficiency is low when solving the problems, such as the construction of existing assembled architecture, provide exterior wall and cover direct type steel construction assembled architecture comprising sole plate;It is multiple to erect the prefabricated steel column for being connected to sole plate;Multiple prefabricated crossbeams for being connected to prefabricated steel column and steel structure frame is collectively formed with prefabricated steel column;Connector is provided on the side of prefabricated steel column, each prefabricated crossbeam is correspondingly connected on the opposite connector of each adjacent prefabricated steel column so that multiple prefabricated steel columns connect to form steel structure frame form with multiple prefabricated crossbeams;Precast floor slab, support are connected on prefabricated crossbeam;Exterior wall covers and is connected to the prefabricated steel column for being distributed in periphery and closes the circumferential direction that exterior wall covers direct type steel construction assembled architecture.The utility model has the beneficial effects that prefabrication and scene splicing can be conveniently realized, construction efficiency is high, saves the construction time.
Description
Technical field
The utility model is related to building fields, cover direct type steel construction assembled architecture in particular to exterior wall.
Background technology
Exterior wall cover direct type steel construction assembled architecture be building partial component be prefabricated in the factory, be then transported to scene into
The assembled method of construction of row.However, there is a problem of that assembling construction efficiency is low when existing assembled architecture construction.
Utility model content
The utility model is intended to provide a kind of exterior wall and covers direct type steel construction assembled architecture, is built with solving existing assembled
There is a problem of that assembling construction efficiency is low when building construction.
What the embodiments of the present invention were realized in:
A kind of exterior wall of the utility model embodiment offer covers direct type steel construction assembled architecture comprising:
Sole plate;
It is multiple to erect the prefabricated steel column for being connected to sole plate;
Multiple prefabricated crossbeams for being connected to prefabricated steel column and steel structure frame is collectively formed with prefabricated steel column;Prefabricated steel column
Connector is provided on side, each prefabricated crossbeam is correspondingly connected on the opposite connector of each adjacent prefabricated steel column,
So that multiple prefabricated steel columns connect to form steel structure frame form with multiple prefabricated crossbeams;
Precast floor slab, support are connected on prefabricated crossbeam;
Exterior wall covers and is connected to the prefabricated steel column for being distributed in periphery and closes the week that exterior wall covers direct type steel construction assembled architecture
To.
The mode of constructing that exterior wall in the present embodiment covers direct type steel construction assembled architecture is each composition that is prefabricated in the factory
Part:Then these composition parts are transported to scene and carry out assembly by prefabricated steel column, prefabricated crossbeam, precast floor slab, exterior wall.
Assembling method is:Undermost prefabricated panel is first set, and then prefabricated steel column, prefabricated crossbeam, exterior wall are spliced in lifting successively.
Exterior wall in the present embodiment, which covers direct type steel construction assembled architecture, can conveniently realize prefabrication and scene spelling
It connects, has construction efficiency high, save the advantageous effect of construction time.
In an embodiment of the present embodiment:
Exterior wall is made of multi-disc prefabricated outer wall panel, and multiple prefabricated outer wall panels cover to be connected to and are distributed in the prefabricated of periphery
The lateral surface of steel column;Multiple prefabricated outer wall panels are circumferentially being in turn connected into circumferentially closed exterior wall.
In an embodiment of the present embodiment:
The vertical centre position of the lateral surface of prefabricated steel column is connected with elastic sealing element;It is prefabricated outer in laterally adjacent two
Wallboard compresses elastic sealing element opposite to each other.
In an embodiment of the present embodiment:
Elastic sealing element includes the ontology for connecting prefabricated steel column and the limiting section for being shaped in ontology outer end;
Compress the both sides of the ontology of elastic sealing element opposite to each other in two laterally adjacent prefabricated outer wall panels, limiting section is along horizontal
A part for the prefabricated outer wall panel of covering both sides is extended out to both sides.
In an embodiment of the present embodiment:
The side of precast floor slab is connected with the support element protruded horizontally up;Support element is made of spring steel plate, and one end is fixed
In precast floor slab, the other end protrudes horizontally up, and formation can be flexibly in the cantilever design vertically swung;
Prefabricated outer wall panel above and below support element is pressed on the free external part of support element opposite to each other.
In an embodiment of the present embodiment:
The upper and lower end face of the free external part of support element is connected separately with elastic cushion block;
Corresponding prefabricated outer wall panel is pressed on the free external part of support element by elastic cushion block.
In an embodiment of the present embodiment:
Exterior wall covers the top setting roof structure of direct type steel construction assembled architecture;
The peripheral support of roof structure is in the upper surface of exterior wall;The middle section of roof structure is supported in prefabricated steel column
Top.
In an embodiment of the present embodiment:
Exterior wall includes the foaming insulation board between the decoration panel of both sides and the decoration panel for being filled in both sides.
In an embodiment of the present embodiment:
The interior space that exterior wall covers direct type steel construction assembled architecture is separated by several prefabricated linings;
Prefabricated lining is connected between sole plate and prefabricated crossbeam.
In an embodiment of the present embodiment:
Prefabricated lining is prefabricated ALC plates.
In summary it describes, the exterior wall in the present embodiment, which covers direct type steel construction assembled architecture, can conveniently realize factory
Prefabricated and live splicing has construction efficiency high, saves the advantageous effect of construction time.
Description of the drawings
It, below will be to required use in embodiment in order to illustrate more clearly of the technical solution of the utility model embodiment
Attached drawing be briefly described, it should be understood that the following drawings illustrates only some embodiments of the utility model, therefore should not be by
Regard the restriction to range as, for those of ordinary skill in the art, without creative efforts, may be used also
To obtain other relevant attached drawings according to these attached drawings.
Fig. 1 is the structural schematic diagram that exterior wall in the utility model embodiment covers direct type steel construction assembled architecture;
Fig. 2 is sectional views of the Fig. 1 along line A-A;
Fig. 3 is that Fig. 1 hides the schematic diagram after exterior wall and each prefabricated lining;
Fig. 4 is enlarged drawing at the B of Fig. 2.
Icon:100- exterior walls cover direct type steel construction assembled architecture;10- sole plates;The prefabricated steel columns of 20-;21- connections
Head;30- prefabricated crossbeams;40- precast floor slabs;50a- prefabricated outer wall panels;50- exterior walls;The prefabricated linings of 60-;The roofs 70- knot
Structure;L1- support elements;L2- elastic cushion blocks;L31- ontologies;L32- limiting sections;L3- elastic sealing elements;D1- screws.
Specific implementation mode
It is new below in conjunction with this practicality to keep the purpose, technical scheme and advantage of the utility model embodiment clearer
Attached drawing in type embodiment, the technical scheme in the utility model embodiment is clearly and completely described, it is clear that is retouched
The embodiment stated is the utility model a part of the embodiment, instead of all the embodiments.Usually here described in attached drawing and
The component of the utility model embodiment shown can be arranged and be designed with a variety of different configurations.
Therefore, the detailed description of the embodiments of the present invention to providing in the accompanying drawings is not intended to limit and wants below
The scope of the utility model of protection is sought, but is merely representative of the selected embodiment of the utility model.Based in the utility model
Embodiment, every other embodiment obtained by those of ordinary skill in the art without making creative efforts,
It shall fall within the protection scope of the present invention.
It should be noted that:Similar label and letter indicate similar terms in following attached drawing, therefore, once a certain Xiang Yi
It is defined, then it further need not be defined and explained in subsequent attached drawing in a attached drawing.
In the description of the present invention, it should be noted that if occur term "center", "upper", "lower", " left side ",
The orientation or positional relationship of the instructions such as " right side ", "vertical", "horizontal", "inner", "outside" is orientation based on ... shown in the drawings or position
Relationship or the utility model product using when the orientation or positional relationship usually put, be merely for convenience of describing this reality
With novel and simplified description, does not indicate or imply the indicated device or element must have a particular orientation, with specific
Azimuth configuration and operation, therefore should not be understood as limiting the present invention.If in addition, occurring in the description of the utility model
Term " first ", " second " etc. are only used for distinguishing description, are not understood to indicate or imply relative importance.
If being not offered as requiring component in addition, occurring the terms such as term "horizontal", "vertical" in the description of the utility model
Abswolute level or pendency, but can be slightly tilted.If "horizontal" refers to only that its direction is more horizontal with respect to for "vertical",
It is not to indicate that the structure is had to fully horizontally, but can be slightly tilted.
In the description of the present invention, it should also be noted that, unless otherwise clearly defined and limited, if there is art
Language " setting ", " installation ", " connected ", " connection " shall be understood in a broad sense, and can also be detachable for example, it may be being fixedly connected
Connection, or be integrally connected;It can be mechanical connection, can also be electrical connection;It can be directly connected, centre can also be passed through
Medium is indirectly connected, and can be the connection inside two elements.It for the ordinary skill in the art, can specific feelings
Condition understands the concrete meaning of above-mentioned term in the present invention.
Embodiment
Fig. 1 is the structural schematic diagram that exterior wall in the utility model embodiment covers direct type steel construction assembled architecture 100;Figure
2 be sectional views of the Fig. 1 along line A-A;Fig. 3 is that Fig. 1 hides the schematic diagram after exterior wall and each prefabricated lining.Please refer to Fig. 1,
Fig. 2, Fig. 3, the exterior wall in the present embodiment cover direct type steel construction assembled architecture 100 and include:Sole plate 10, multiple settings connection
In sole plate 10 prefabricated steel column 20, multiple are connected to prefabricated steel column 20 and collectively form steel structure frame with prefabricated steel column 20
Prefabricated crossbeam 30 and precast floor slab 40, exterior wall 50.
Wherein, connector 21 is provided on the side of prefabricated steel column 20, each prefabricated crossbeam 30 is correspondingly connected in each phase
On the opposite connector 21 of adjacent prefabricated steel column 20 so that multiple prefabricated steel columns 20 and the connection of multiple prefabricated crossbeams 30 form steel
Structural framing form;The support of precast floor slab 40 is connected on prefabricated crossbeam 30;Exterior wall 50, which covers to be connected to, is distributed in the pre- of periphery
Steel column 20 processed simultaneously closes the circumferential direction that exterior wall covers direct type steel construction assembled architecture 100.
The mode of constructing that exterior wall in the present embodiment covers direct type steel construction assembled architecture 100 be prefabricated in the factory it is each
Composition part:Then these composition parts are transported to existing by prefabricated steel column 20, prefabricated crossbeam 30, precast floor slab 40, exterior wall 50
Field carries out assembled.Assembling method is:Undermost prefabricated panel is first set, and then prefabricated steel column 20, prefabricated is spliced in lifting successively
Crossbeam 30, exterior wall 50.
Exterior wall in the present embodiment, which covers direct type steel construction assembled architecture 100, can conveniently realize prefabrication and scene
Splicing has construction efficiency high, saves the advantageous effect of construction time.
In an embodiment of the present embodiment, optionally, exterior wall 50 is made of multi-disc prefabricated outer wall panel 50a, and
And multiple prefabricated outer wall panel 50a cover the lateral surface for being connected to the prefabricated steel column 20 for being distributed in periphery;Multiple prefabricated outer wall panel 50a exist
Circumferentially it is in turn connected into circumferentially closed exterior wall 50.
Fig. 4 is enlarged drawing at the B of Fig. 2.In an embodiment of the present embodiment, referring to Fig. 2, Fig. 4, prefabricated steel column
The vertical centre position of 20 lateral surface is connected with elastic sealing element L3;Two laterally adjacent prefabricated outer wall panel 50a are opposite to each other
Compress elastic sealing element L3.The lateral surface for the prefabricated steel column 20 that the place is said refers to the side of the exterior space towards building.
Vertical centre position refers to the position of the center line vertically of 20 lateral surface of prefabricated steel column.Optionally, elastic sealing element L3 includes connecting
It meets the ontology L31 of prefabricated steel column 20 and is shaped in the limiting section L32 of the outer ends ontology L31;It is prefabricated in laterally adjacent two
Side fascia 50a compresses the both sides of the ontology L31 of elastic sealing element L3 opposite to each other, and transversely both sides extend out to limiting section L32
Cover a part of the prefabricated outer wall panel 50a of both sides, elastic sealing element L3 substantially forms a T-shaped structure, and with it is prefabricated
The lateral surface of steel column 20 collectively forms the slot towards both-side opening, the side for coordinating prefabricated outer wall panel 50a.Elastic sealing element L3
Setting facilitate that prefabricated outer wall panel 50a assembly position is accurate, improves the leakproofness of piece between exterior wall, and provide preferable become
Shape range.When specific assembled, the elastic sealing element of a bar shaped is first connected in the vertical centre position of the lateral surface of prefabricated steel column 20
The length of L3, elastic sealing element L3 are high to size more than or equal to prefabricated outer wall panel 50a.Elastic sealing element L3 can pass through screw
D1 is fastenedly connected in prefabricated steel column 20.First when the prefabricated outer wall panel 50a of installation side, make the side card of prefabricated outer wall panel 50a
Enter in the slot that the lateral surface of aforementioned flexible sealing element L3 and prefabricated steel column 20 limits jointly;Then similarly the installation other side is prefabricated
Side fascia 50a, when mounted, adjust two prefabricated outer wall panel 50a squeeze in opposite directions the ontology L31 of intermediate elastic sealing element L3 to
The pressure of setting, and limiting section L32 deformations is made inwardly to coat the lateral surface of two prefabricated outer wall panel 50a, realize sealing.This implementation
The elastic sealing element L3 that the vertical piece of prefabricated outer wall panel 50a in example uses, on the one hand can facilitate prefabricated outer wall panel 50a's
Installation, on the other hand so that building structure can deform and absorb load energy when bearing extraneous horizontal loading, keep away in right amount
Exempt from structure itself to be destroyed or the appearance of total collapse.In addition, the elastic sealing element L3 of setting also makes to prefabricated outer wall panel 50a
Dimension precision requirement reduce, so as to reduce production cost.
With continued reference to Fig. 1, in an embodiment of the present embodiment, the side of precast floor slab 40, which is connected with, to be protruded horizontally up
Support element L1;Support element L1 is made of spring steel plate, and one end is fixed on precast floor slab 40, and the other end protrudes horizontally up, and is formed
It can be flexibly in the cantilever design vertically swung;Prefabricated outer wall panel 50a above and below support element L1 is pressed opposite to each other
Together in the free external part of support element L1.Support element L1 in the present embodiment is arranged to cantilever design, and can be resiliently vertically
It swings so that certain vertical displacement can occur for upper and lower prefabricated outer wall panel 50a, to have certain shock resistance.At this
In a kind of embodiment of embodiment, optionally, the upper and lower end face of the free external part of support element L1 is connected separately with cushion
Block L2;Corresponding prefabricated outer wall panel 50a is pressed on the free external part of support element L1 by elastic cushion block L2.It is set in free external part
Prefabricated outer wall panel 50a can be protected and provide reliable elastic packing by setting elastic cushion block L2.
In an embodiment of the present embodiment, exterior wall covers the top setting room of direct type steel construction assembled architecture 100
Roof construction 70;The peripheral support of roof structure 70 is in the upper surface of exterior wall 50;The middle section of roof structure 70 is supported in pre-
The top of steel column 20 processed.Wherein, the weight at least 75% of roof structure 70 can generally be made to be supported by steel column.Exterior wall 50 includes two
Foaming insulation board between the decoration panel and the decoration panel for being filled in both sides of side.Exterior wall 50 uses both sides for decoration panel, intermediate
Foaming insulation board can be on the basis of keeping good heat preservation effect convenient for decoration.
In an embodiment of the present embodiment, exterior wall cover the interior space of direct type steel construction assembled architecture 100 by
Several prefabricated linings 60 separate;Prefabricated lining 60 is connected between sole plate 10 and prefabricated crossbeam 30.In the present embodiment
A kind of embodiment in:Prefabricated lining 60 is prefabricated ALC plates.
In summary it describes, the exterior wall in the present embodiment, which covers direct type steel construction assembled architecture 100, to be conveniently realized
Prefabrication and scene are spliced, and are had construction efficiency high, are saved the advantageous effect of construction time.Also, in optionally scheme,
Exterior wall 50 also has the advantages that larger displacement can be allowed not destroy and piece good airproof performance.
The above descriptions are merely preferred embodiments of the present invention, is not intended to limit the utility model, for this
For the technical staff in field, various modifications and changes may be made to the present invention.It is all in the spirit and principles of the utility model
Within, any modification, equivalent replacement, improvement and so on should be included within the scope of protection of this utility model.
Claims (10)
1. a kind of exterior wall covers direct type steel construction assembled architecture, it is characterised in that:
The exterior wall covers direct type steel construction assembled architecture:
Sole plate;
It is multiple to erect the prefabricated steel column for being connected to the sole plate;
Multiple prefabricated crossbeams for being connected to the prefabricated steel column and steel structure frame is collectively formed with the prefabricated steel column;It is described pre-
Connector is provided on the side of steel column processed, each prefabricated crossbeam is correspondingly connected in the opposite of each adjacent prefabricated steel column
Connector on so that multiple prefabricated steel columns connect to form steel structure frame form with multiple prefabricated crossbeams;
Precast floor slab, support are connected on the prefabricated crossbeam;
Exterior wall covers to be connected to the prefabricated steel column for being distributed in periphery and close the exterior wall and covers direct type steel construction assembled architecture
Circumferential direction.
2. exterior wall according to claim 1 covers direct type steel construction assembled architecture, it is characterised in that:
The exterior wall is made of multi-disc prefabricated outer wall panel, and multiple prefabricated outer wall panels cover to be connected to and are distributed in periphery
The lateral surface of the prefabricated steel column;Multiple prefabricated outer wall panels are circumferentially being in turn connected into the circumferentially closed exterior wall.
3. exterior wall according to claim 2 covers direct type steel construction assembled architecture, it is characterised in that:
The vertical centre position of the lateral surface of the prefabricated steel column is connected with elastic sealing element;It is described pre- in laterally adjacent two
Side fascia processed compresses the elastic sealing element opposite to each other.
4. exterior wall according to claim 3 covers direct type steel construction assembled architecture, it is characterised in that:
The elastic sealing element includes the ontology for connecting the prefabricated steel column and the limiting section for being shaped in ontology outer end;
Compress the both sides of the ontology of the elastic sealing element, institute opposite to each other in two laterally adjacent prefabricated outer wall panels
State limiting section transversely both sides extend out to covering both sides the prefabricated outer wall panel a part.
5. exterior wall according to claim 1 covers direct type steel construction assembled architecture, it is characterised in that:
The side of the precast floor slab is connected with the support element protruded horizontally up;The support element is made of spring steel plate, one end
It is fixed on the precast floor slab, the other end protrudes horizontally up, and formation can be flexibly in the cantilever design vertically swung;
Prefabricated outer wall panel above and below the support element is pressed on the free external part of the support element opposite to each other.
6. exterior wall according to claim 5 covers direct type steel construction assembled architecture, it is characterised in that:
The upper and lower end face of the free external part of the support element is connected separately with elastic cushion block;
The corresponding prefabricated outer wall panel is pressed on the free external part of the support element by elastic cushion block.
7. exterior wall according to claim 1 covers direct type steel construction assembled architecture, it is characterised in that:
The exterior wall covers the top setting roof structure of direct type steel construction assembled architecture;
The peripheral support of the roof structure is in the upper surface of the exterior wall;The middle section of the roof structure is supported in institute
State the top of prefabricated steel column.
8. exterior wall according to claim 1 covers direct type steel construction assembled architecture, it is characterised in that:
The exterior wall includes the foaming insulation board between the decoration panel of both sides and the decoration panel for being filled in both sides.
9. exterior wall according to claim 1 covers direct type steel construction assembled architecture, it is characterised in that:
The interior space that the exterior wall covers direct type steel construction assembled architecture is separated by several prefabricated linings;
The prefabricated lining is connected between the sole plate and the prefabricated crossbeam.
10. exterior wall according to claim 9 covers direct type steel construction assembled architecture, it is characterised in that:
The prefabricated lining is prefabricated ALC plates.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721657155.8U CN207739381U (en) | 2017-12-01 | 2017-12-01 | Exterior wall covers direct type steel construction assembled architecture |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721657155.8U CN207739381U (en) | 2017-12-01 | 2017-12-01 | Exterior wall covers direct type steel construction assembled architecture |
Publications (1)
Publication Number | Publication Date |
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CN207739381U true CN207739381U (en) | 2018-08-17 |
Family
ID=63116883
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201721657155.8U Expired - Fee Related CN207739381U (en) | 2017-12-01 | 2017-12-01 | Exterior wall covers direct type steel construction assembled architecture |
Country Status (1)
Country | Link |
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CN (1) | CN207739381U (en) |
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2017
- 2017-12-01 CN CN201721657155.8U patent/CN207739381U/en not_active Expired - Fee Related
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CF01 | Termination of patent right due to non-payment of annual fee | ||
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Granted publication date: 20180817 |