CN107761946A - Steel construction assembled architecture - Google Patents
Steel construction assembled architecture Download PDFInfo
- Publication number
- CN107761946A CN107761946A CN201711255457.7A CN201711255457A CN107761946A CN 107761946 A CN107761946 A CN 107761946A CN 201711255457 A CN201711255457 A CN 201711255457A CN 107761946 A CN107761946 A CN 107761946A
- Authority
- CN
- China
- Prior art keywords
- prefabricated
- assembled architecture
- steel
- steel column
- construction assembled
- 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
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Classifications
-
- 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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
-
- 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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
- E04B1/043—Connections specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (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 steel construction assembled architecture, it includes 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 being collectively formed with prefabricated steel column；Connector is provided with the side of prefabricated steel column, each prefabricated crossbeam is correspondingly connected on the relative 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, cover and be connected to the prefabricated steel column for being distributed in periphery and close the circumference of steel construction assembled architecture.The beneficial effects of the invention are as follows that can conveniently realize prefabrication and scene splicing, efficiency of construction is high, saves the engineering time.
Description
Technical field
The present invention relates to building field, in particular to steel construction assembled architecture.
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 steel construction assembled architecture, is spelled with solving to exist when existing assembled architecture is constructed
The problem of filling low construction efficiency.
What embodiments of the invention were realized in：
The embodiment of the present invention provides a kind of steel construction assembled architecture, and it includes：
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 being collectively formed with prefabricated steel column；Prefabricated steel column
Connector is provided with side, each prefabricated crossbeam is correspondingly connected on the relative 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, cover and be connected to the prefabricated steel column for being distributed in periphery and close the circumference of steel construction assembled architecture.
The mode of constructing of steel construction assembled architecture in the present embodiment is each composition part that is prefabricated in the factory：It is prefabricated
Steel column, prefabricated crossbeam, precast floor slab, exterior wall, these composition parts are then transported to scene and carry out assembly.Assembling method
For：Undermost prefabricated panel is first set, and then prefabricated steel column, prefabricated crossbeam, exterior wall are spliced in lifting successively.
Steel construction assembled architecture in the present embodiment can conveniently realize prefabrication and scene is spliced, and have construction
Efficiency high, save the beneficial effect of engineering time.
In an embodiment of the present embodiment：
Exterior wall is made up 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 body for connecting prefabricated steel column and the limiting section for being shaped in body outer end；
Compress the both sides of the body of elastic sealing element opposite to each other in two laterally adjacent prefabricated outer wall panels, limiting section edge is 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 member protruded horizontally up；Support member is made up of spring steel plate, and its 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 member is pressed on the free external part of support member opposite to each other.
In an embodiment of the present embodiment：
The upper and lower end face of the free external part of support member is connected to elastic cushion block；
Corresponding prefabricated outer wall panel is pressed on the free external part of support member by elastic cushion block.
In an embodiment of the present embodiment：
The top of steel construction assembled architecture sets roof structure；
The peripheral support of roof structure is in the upper surface of exterior wall；The center section of roof structure is supported in prefabricated steel column
Top.
In an embodiment of the present embodiment：
Foaming insulation board between the decoration panel of exterior wall including both sides and the decoration panel for being filled in both sides.
In an embodiment of the present embodiment：
The interior space of steel construction assembled architecture is separated by some 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 describe, the steel construction assembled architecture in the present embodiment can conveniently realize prefabrication and scene
Splicing, have efficiency of construction high, save the beneficial effect of engineering time.
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 steel construction assembled architecture in the embodiment of the present invention；
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 Fig. 2 B.
Icon：100- steel construction assembled architectures；10- sole plates；The prefabricated steel columns of 20-；21- connectors；The prefabricated horizontal strokes of 30-
Beam；40- precast floor slabs；50a- prefabricated outer wall panels；50- exterior walls；The prefabricated linings of 60-；70- roof structures；L1- support members；
L2- elastic cushion blocks；L31- bodies；L32- limiting sections；L3- elastic sealing elements；D1- screws.
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 steel construction assembled architecture 100 in the embodiment of the present invention；Fig. 2 is Fig. 1 along line A-A
Sectional view；Fig. 3 is that Fig. 1 hides the schematic diagram after exterior wall and each prefabricated lining.It refer to Fig. 1, Fig. 2, Fig. 3, this reality
The steel construction assembled architecture 100 applied in example includes：Sole plate 10, multiple settings are connected to the prefabricated steel column of sole plate 10
20th, multiple prefabricated crossbeams 30 for being connected to prefabricated steel column 20 and steel structure frame being collectively formed with prefabricated steel column 20, and it is prefabricated
Floor 40, exterior wall 50.
Wherein, connector 21 is provided with the side of prefabricated steel column 20, each prefabricated crossbeam 30 is corresponding to be connected to each phase
On the relative connector 21 of adjacent prefabricated steel column 20 so that multiple prefabricated steel column 20 and multiple prefabricated crossbeams 30 connections 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 circumference of steel construction assembled architecture 100.
The mode of constructing of steel construction assembled architecture 100 in the present embodiment is each composition part that is prefabricated in the factory：In advance
Steel column 20 processed, prefabricated crossbeam 30, precast floor slab 40, exterior wall 50, then by these composition parts be transported to scene carry out it is assembled.
Assembling method is：Undermost prefabricated panel is first set, and then prefabricated steel column 20, prefabricated crossbeam 30, exterior wall are spliced in lifting successively
Body 50.
Steel construction assembled architecture 100 in the present embodiment can conveniently realize prefabrication and scene is spliced, and have
Efficiency of construction is high, saves the beneficial effect of engineering time.
In an embodiment of the present embodiment, alternatively, exterior wall 50 is made up 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 Fig. 2 B.In an embodiment of the present embodiment, referring to Fig. 2, Fig. 4, prefabricated steel column 20
The vertical centre position of lateral surface be connected with elastic sealing element L3；Two laterally adjacent prefabricated outer wall panel 50a are pressed opposite to each other
Tight 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.It is perpendicular
Refer to the position of the center line vertically of the prefabricated lateral surface of steel column 20 to centre position.Alternatively, elastic sealing element L3 includes connection
The body L31 of the prefabricated steel column 20 and limiting section L32 for being shaped in body L31 outer ends；It is prefabricated outer in laterally adjacent two
Wallboard 50a compresses elastic sealing element L3 body L31 both sides opposite to each other, and transversely both sides extend out to and covered limiting section L32
The prefabricated outer wall panel 50a of a lid both sides part, elastic sealing element L3 substantially form a T-shaped structure, and and pre-manufactured steel
The lateral surface of post 20 collectively forms the groove towards both-side opening, for coordinating prefabricated outer wall panel 50a side.Elastic sealing element L3's
Set and facilitate that prefabricated outer wall panel 50a assembly position is accurate, improves the sealing of piece between exterior wall, and preferably deformation is provided
Scope.When specific assembled, the elastic sealing element L3 of a bar shaped is first connected in the vertical centre position of the lateral surface of prefabricated steel column 20,
Elastic sealing element L3 length is high to size more than or equal to prefabricated outer wall panel 50a.Elastic sealing element L3 can pass through screw D1
It is fastenedly connected in prefabricated steel column 20.When the prefabricated outer wall panel 50a of side is first installed, it is caught in prefabricated outer wall panel 50a side
In the groove that the lateral surface of aforementioned flexible seal L3 and prefabricated steel column 20 limits jointly；Then same installation opposite side is prefabricated outer
Wallboard 50a, when mounted, two prefabricated outer wall panel 50a of regulation extrude the elastic sealing element L3 of centre body L31 to setting in opposite directions
Fixed pressure, and limiting section L32 deformations is inwardly coated two prefabricated outer wall panel 50a lateral surface, realize sealing.The present embodiment
In prefabricated outer wall panel 50a the elastic sealing element L3 that uses of vertical piece, on the one hand can facilitate prefabricated outer wall panel 50a peace
Dress, on the other hand so that building structure can in right amount deform when bearing extraneous horizontal loading and absorb load energy, avoid
Structure is destroyed in itself or the appearance of total collapse.In addition, the elastic sealing element L3 set also causes to prefabricated outer wall panel 50a's
Dimension precision requirement reduces, 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 member L1；Support member L1 is made up of spring steel plate, and its one end is fixed on precast floor slab 40, and the other end protrudes horizontally up, and is formed
Can be flexibly in the cantilever design vertically swung；Prefabricated outer wall panel 50a above and below support member L1 is pressed opposite to each other
Together in support member L1 free external part.Support member L1 in the present embodiment is arranged to cantilever design, and can be resiliently vertically
Swing so that certain vertical displacement can occur for upper and lower prefabricated outer wall panel 50a, so as to possess certain shock resistance.At this
In a kind of embodiment of embodiment, alternatively, the upper and lower end face of support member L1 free external part is connected to cushion
Block L2；Corresponding prefabricated outer wall panel 50a is pressed on support member L1 free external part by elastic cushion block L2.Set in free external part
Prefabricated outer wall panel 50a can be protected and provide reliable elastic packing by putting elastic cushion block L2.
In an embodiment of the present embodiment, the top of steel construction assembled architecture 100 sets roof structure 70；Room
The peripheral support of roof construction 70 is in the upper surface of exterior wall 50；The center section of roof structure 70 is supported in the top of prefabricated steel column 20
End.Wherein, the weight at least 75% of roof structure 70 can be typically made to be supported by steel column.The decoration panel of exterior wall 50 including both sides and
The foaming insulation board being filled between the decoration panel of both sides.Exterior wall 50 uses both sides, and for decoration panel, middle foaming insulation board can
It is easy to decorate on the basis of good heat preservation effect is kept.
In an embodiment of the present embodiment, the interior space of steel construction assembled architecture 100 is by some prefabricated interior
Wallboard 60 separates；Prefabricated lining 60 is connected between sole plate 10 and prefabricated crossbeam 30.Implement in one kind of the present embodiment
In mode：Prefabricated lining 60 is prefabricated ALC plates.
In summary describe, the steel construction assembled architecture 100 in the present embodiment can conveniently realize prefabrication and
Scene splicing, have efficiency of construction high, save the beneficial effect of engineering time.Also, in alternatively scheme, exterior wall 50 is also
The advantages of with larger displacement can be allowed not destroy with piece good airproof performance.
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. steel construction assembled architecture, it is characterised in that：The steel construction assembled architecture includes：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 being collectively formed with the prefabricated steel column；It is described pre- Connector is provided with the side of steel column processed, each prefabricated crossbeam is correspondingly connected to the relative 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, cover and be connected to the prefabricated steel column for being distributed in periphery and close the circumference of the steel construction assembled architecture.The mode of constructing of steel construction assembled architecture in the present embodiment is each composition part that is prefabricated in the factory：Prefabricated steel column, Prefabricated crossbeam, precast floor slab, exterior wall, these composition parts are then transported to scene and carry out assembly.Assembling method is：First set Undermost prefabricated panel is put, then prefabricated steel column, prefabricated crossbeam, exterior wall are spliced in lifting successively.Steel construction assembled architecture in the present embodiment can conveniently realize prefabrication and scene is spliced, and have efficiency of construction Height, save the beneficial effect of engineering time.
- 2. steel construction assembled architecture according to claim 1, it is characterised in that：The exterior wall is made up 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. steel construction assembled architecture according to claim 2, 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. steel construction assembled architecture according to claim 3, it is characterised in that：The elastic sealing element includes the body for connecting the prefabricated steel column and the limiting section for being shaped in body outer end；Compress the both sides of the body 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. steel construction assembled architecture according to claim 1, it is characterised in that：The side of the precast floor slab is connected with the support member protruded horizontally up；The support member is made up of spring steel plate, its one end The precast floor slab is fixed on, 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 member is pressed on the free external part of the support member opposite to each other.
- 6. steel construction assembled architecture according to claim 5, it is characterised in that：The upper and lower end face of the free external part of the support member is connected to elastic cushion block；The corresponding prefabricated outer wall panel is pressed on the free external part of the support member by elastic cushion block.
- 7. steel construction assembled architecture according to claim 1, it is characterised in that：The top of the steel construction assembled architecture sets roof structure；The peripheral support of the roof structure is in the upper surface of the exterior wall；The center section of the roof structure is supported in institute State the top of prefabricated steel column.
- 8. steel construction assembled architecture according to claim 1, it is characterised in that：Foaming insulation board between the decoration panel of the exterior wall including both sides and the decoration panel for being filled in both sides.
- 9. steel construction assembled architecture according to claim 1, it is characterised in that：The interior space of the steel construction assembled architecture is separated by some prefabricated linings；The prefabricated lining is connected between the sole plate and the prefabricated crossbeam.
- 10. steel construction assembled architecture according to claim 9, it is characterised in that：The prefabricated lining is prefabricated ALC plates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711255457.7A CN107761946A (en) | 2017-12-01 | 2017-12-01 | Steel construction assembled architecture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711255457.7A CN107761946A (en) | 2017-12-01 | 2017-12-01 | Steel construction assembled architecture |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107761946A true CN107761946A (en) | 2018-03-06 |
Family
ID=61275921
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711255457.7A Pending CN107761946A (en) | 2017-12-01 | 2017-12-01 | Steel construction assembled architecture |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107761946A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109113364A (en) * | 2018-08-28 | 2019-01-01 | 黑龙江建筑职业技术学院 | Super-high storied building installs the overhung construction and construction method of two floor plates additional |
| CN109162356A (en) * | 2018-09-27 | 2019-01-08 | 丰和营造集团股份有限公司 | A kind of assembling type steel structure exempts from casting concrete building structure |
| CN111021531A (en) * | 2019-12-27 | 2020-04-17 | 袁志广 | Prevent assembled building structure of deformation |
| CN111254937A (en) * | 2020-03-19 | 2020-06-09 | 李一波 | Installation method of fabricated building |
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| RU2123568C1 (en) * | 1996-07-16 | 1998-12-20 | Сапожников Адольф Иосифович | Multistory building of karst- and seismic-resistant construction |
| CN101914948A (en) * | 2010-08-03 | 2010-12-15 | 南京工业大学 | Novel composite material prefabricated mobile house |
| CN103397696A (en) * | 2013-08-16 | 2013-11-20 | 威海建设集团股份有限公司 | Building adopting aseismatic precasted reinforcing steel truss shear wall composite structure |
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Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2123568C1 (en) * | 1996-07-16 | 1998-12-20 | Сапожников Адольф Иосифович | Multistory building of karst- and seismic-resistant construction |
| CN101914948A (en) * | 2010-08-03 | 2010-12-15 | 南京工业大学 | Novel composite material prefabricated mobile house |
| CN103397696A (en) * | 2013-08-16 | 2013-11-20 | 威海建设集团股份有限公司 | Building adopting aseismatic precasted reinforcing steel truss shear wall composite structure |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109113364A (en) * | 2018-08-28 | 2019-01-01 | 黑龙江建筑职业技术学院 | Super-high storied building installs the overhung construction and construction method of two floor plates additional |
| CN109162356A (en) * | 2018-09-27 | 2019-01-08 | 丰和营造集团股份有限公司 | A kind of assembling type steel structure exempts from casting concrete building structure |
| CN111021531A (en) * | 2019-12-27 | 2020-04-17 | 袁志广 | Prevent assembled building structure of deformation |
| CN111254937A (en) * | 2020-03-19 | 2020-06-09 | 李一波 | Installation method of fabricated building |
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Effective date of registration: 20181114 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 Jing Zheng Inspection Co., Ltd. |