CN107939115A - Multi-storied garage steel construction - Google Patents
Multi-storied garage steel construction Download PDFInfo
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- CN107939115A CN107939115A CN201711195262.8A CN201711195262A CN107939115A CN 107939115 A CN107939115 A CN 107939115A CN 201711195262 A CN201711195262 A CN 201711195262A CN 107939115 A CN107939115 A CN 107939115A
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- garage
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- 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
- E04H6/00—Buildings for parking cars, rolling-stock, aircraft, vessels or like vehicles, e.g. garages
- E04H6/08—Garages for many vehicles
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention relates to a kind of multi-storied garage steel construction, multi-storied garage includes multistoried garage, some parking stalls for including some run-ins of longitudinal arrangement per layer garage and laterally arranging, multi-storied garage steel construction includes vertically arranged support column and horizontal, longitudinally disposed supporting beam, support column includes outer support column, main support column and secondary support column, and supporting beam includes main support beam and time supporting beam;Main support column includes bottom principal post section, middle level principal post section and high-rise secondary principal post section, and outer support column and time support column include bottom time shell of column, middle-level shell of column and high-rise inferior-defective shell of column respectively;Main support beam includes bottom girder section, middle level girder section and high-rise secondary girder section, and secondary supporting beam includes bottom time beam section, middle-level beam section and high-rise inferior-defective beam section.The present invention has the characteristics that to save material, reduces garage construction cost.
Description
Technical field
The invention belongs to multi-storied garage technical field, more particularly to a kind of multi-storied garage steel construction.
Background technology
Steel construction is widely used in modern multi-storied garage construction.In general multi-storied garage steel construction, it includes branch
Dagger and supporting beam.Support column and supporting beam are designed according to the load requirement in garage.Set in existing multi-storied garage the library steel construction
In meter technology, using material model, specification, support column of the same size, and material model, specification, branch of the same size
Support beam, not according to support column or supporting beam multi-storied garage diverse location loads change requirement come designing material model,
Specification, the support column of cause not of uniform size or supporting beam, thus be easy to cause multi-storied garage master-plan is unreasonable and material
On waste so that cause multi-storied garage construction cost increase.
The content of the invention
The technical problems to be solved by the invention are, there is provided it is a kind of design more rationally, using flexible, multi-storied garage steel
Structure.
The present invention, which is achieved in that, provides a kind of multi-storied garage steel construction, and the multi-storied garage includes multistoried garage, institute
State some parking stalls that every layer garage includes some run-ins of longitudinal arrangement and laterally arranges, the multi-storied garage
Steel construction includes vertically arranged support column and horizontal, longitudinally disposed supporting beam, and the support column includes being arranged on stereoscopic vehicle
Outer support column at left and right sides of storehouse, be arranged on the main support column of run-in both sides and be positioned close to adjacent stalls
The secondary support column of side, two neighboring secondary support column are fixed together.The supporting beam includes the main support being connected with support column
Beam, and the secondary supporting beam being connected respectively with outer support column and time support column;The main support column is included the use of at the bottom in garage
Layer and by the bottom principal post section in the steel construction of near-bottom, using the middle level principal post section in the steel construction in garage intermediate layer, with
And use the secondary principal post section of high level in the top of garage or in top steel construction, the outer support column and time support
Column include the use of respectively the bottom in garage and by the bottom time shell of column in the steel construction of near-bottom, using in garage intermediate layer
Middle-level shell of column in steel construction, and using in the top of garage or the high-rise inferior-defective column in top steel construction
Section;The main support beam include the use of the bottom in garage and by the bottom girder section in the steel construction of near-bottom, using in car
Middle level girder section in the steel construction in storehouse intermediate layer, and using in the top of garage or in top steel construction
High-rise pair girder section, the secondary supporting beam are included the use of in the bottom in garage and by the bottom secondary beam in the steel construction of near-bottom
Section, using the middle-level beam section in the steel construction in garage intermediate layer, and using in the top of garage or close to top
Steel construction in high-rise inferior-defective beam section;The outer support column is made of H profile steel material, and the main support column uses square steel tubing
It is made, the secondary support column is made of channel steel material, and the main support beam and time supporting beam are respectively adopted H profile steel material and are made.
Further, the multi-storied garage is provided with two layer garages, the bottom principal post section, bottom time shell of column, bottom master
Beam section and bottom time beam section are arranged in the steel construction of garage first layer, the high-rise secondary principal post section, high-rise inferior-defective shell of column, height
The secondary girder of layer and high-rise inferior-defective beam section are arranged in the steel construction of the garage second layer.
Further, the multi-storied garage is provided with three layer garages, the bottom principal post section, bottom time shell of column, bottom master
Beam section and bottom time beam section are arranged in the steel construction of garage first layer and the second layer, the high-rise secondary principal post section, high level
Inferior-defective shell of column, high-rise secondary girder and high-rise inferior-defective beam section are arranged in the steel construction of third layer.
Further, the multi-storied garage is provided with four layer garages, the bottom principal post section, bottom time shell of column, bottom master
Beam section and bottom time beam section are arranged in the steel construction of garage first layer and the second layer, the middle level principal post section, middle-level
Shell of column, middle level girder section and middle-level beam section are arranged in the steel construction of garage third layer, the high-rise secondary principal post section, high level
Inferior-defective shell of column, high-rise secondary girder and high-rise inferior-defective beam section are arranged in the steel construction in the 4th layer of garage.
Further, the multi-storied garage is provided with five layer garages, the bottom principal post section, bottom time shell of column, bottom master
Beam section and bottom time beam section are arranged in the steel construction of garage first layer and the second layer, the middle level principal post section, middle-level
Shell of column, middle level girder section and middle-level beam section are arranged in garage third layer and the 4th layer of steel construction, described high-rise secondary main
Shell of column, high-rise inferior-defective shell of column, high-rise secondary girder and high-rise inferior-defective beam section are arranged in the steel construction of garage layer 5.
Further, the bottom principal post section of the main support column uses specification to be made of the square steel tubing of 200*200*10,
The middle level principal post section of the main support column uses specification to be made of the square steel tubing of 200*200*8, the high level of the main support column
Secondary principal post section uses specification to be made of the square steel tubing of 200*200*6.
Further, the bottom time shell of column of the outer support column uses specification to be made of the H profile steel material of 200*200*8*12,
The middle-level shell of column of the outer support column uses specification to be made of the H profile steel material of 200*150*6*9, the high level of the outer support column
Inferior-defective shell of column uses specification to be made of the H profile steel material of 200*100*5.5*8.
Further, the bottom time shell of column of the secondary support column uses specification to be made of the groove profile steel of C20B, described time
The middle-level shell of column of support column uses specification to be made of the groove profile steel of C20A, and the high-rise inferior-defective shell of column of the secondary support column uses
Specification is made of the groove profile steel of C20A.
Further, the bottom girder section of the main support beam uses specification to be made of the H profile steel material of 200*200*8*12,
The middle level girder section of the main support beam uses specification to be made of the H profile steel material of 200*150*6*9, the high level of the main support beam
Secondary girder section uses specification to be made of the H profile steel material of 200*100*5.5*8.
Further, the bottom time beam section of the secondary supporting beam uses specification to be made of the H profile steel material of 200*200*8*12,
The middle-level beam section of the secondary supporting beam uses specification to be made of the H profile steel material of 200*150*6*9, the high level of the secondary supporting beam
Inferior-defective beam section uses specification to be made of the H profile steel material of 200*100*5.5*8.
Compared with prior art, multi-storied garage steel construction of the invention has following main feature:
1) designs are more reasonable;
2) reduces multi-storied garage steel usage amount, reduces multi-storied garage the library building materials cost;
3) reduces multi-storied garage foundation of civil work load requirement, reduces multi-storied garage foundation pit civil engineering construction cost.
Brief description of the drawings
Fig. 1 is the support column horizontal layout schematic diagram of the multi-storied garage steel construction of the present invention;
Fig. 2 is the installment state schematic diagram of the main support column and main support beam in the multi-storied garage steel construction of the present invention;
Fig. 3 is the installment state schematic diagram of the secondary support column and time supporting beam in the multi-storied garage steel construction of the present invention.
Embodiment
In order to which technical problems, technical solutions and advantages to be solved are more clearly understood, tie below
Accompanying drawings and embodiments are closed, the present invention will be described in further detail.It should be appreciated that specific embodiment described herein is only
To explain the present invention, it is not intended to limit the present invention.
Referring to shown in Fig. 1, Fig. 2 and Fig. 3, the preferred embodiment of multi-storied garage steel construction of the present invention is described vertical
Body garage includes multistoried garage, some run-in A that longitudinal arrangement is included per layer garage and laterally arranges
Some parking stall B.Vehicle middle direction of arrow in-and-out stereo garage as illustrated.The multi-storied garage steel construction includes vertically arranged
Support column 1 and the supporting beam 2 that laterally sets.Support column 1 is fixed together with supporting beam 2 by being connected end plate and bolt.
The support column 1 includes being arranged on outer support column 11 at left and right sides of multi-storied garage, is arranged on run-in
The main support column 12 of both sides and the secondary support column 13 for being positioned close to adjacent firmly parking stall side, two neighboring secondary support column 13 are solid
It is scheduled on together.The supporting beam 2 includes the main support beam 21 that be connected with support column, and respectively with outer support column and secondary support column
The secondary supporting beam 22 of connection.
The main support column 12 is included the use of in the bottom in garage and by the bottom principal post section in the steel construction of near-bottom
121st, using the middle level principal post section 122 in the steel construction in garage intermediate layer, and using in the top of garage or close to most
The secondary principal post section 123 of high level in high-rise steel construction.The outer support column 11 and time support column 13 include the use of in garage respectively
Bottom and by the bottom time shell of column 14 in the steel construction of near-bottom, use the middle-level column in the steel construction in garage intermediate layer
Section 15, and using in the top of garage or the high-rise inferior-defective shell of column 16 in top steel construction.
The main support beam 21 is included the use of in the bottom in garage and by the bottom girder section in the steel construction of near-bottom
211st, using the middle level girder section 212 in the steel construction in garage intermediate layer, and using in the top of garage or close to most
The secondary girder section 213 of high level in high-rise steel construction.The secondary supporting beam 22 is included the use of in the bottom in garage and by near-bottom
Steel construction in bottom time beam section 221, use the middle-level beam section 222 in the steel construction in garage intermediate layer, and use
In the top of garage or the high-rise inferior-defective beam section 223 in top steel construction.
The outer support column 11 is made of H profile steel material, and the main support column 12 is made of square steel tubing, described branch
Dagger 13 is made of channel steel material, and the main support beam 21 and time supporting beam 22 are respectively adopted H profile steel material and are made.
As one embodiment of the present invention, the multi-storied garage is provided with two layer garages, the bottom principal post section, bottom
Level shell of column, bottom girder section and bottom time beam section are arranged in the steel construction of garage first layer, the high-rise secondary principal post section,
High-rise inferior-defective shell of column, high-rise secondary girder and high-rise inferior-defective beam section are arranged in the steel construction of the garage second layer.
As second embodiment of the present invention, the multi-storied garage is provided with three layer garages, the bottom principal post section, bottom
Level shell of column, bottom girder section and bottom time beam section are arranged in the steel construction of garage first layer and the second layer, the height
The secondary principal post section of layer, high-rise inferior-defective shell of column, high-rise secondary girder and high-rise inferior-defective beam section are arranged in the steel construction of third layer.
As the 3rd embodiment of the present invention, the multi-storied garage is provided with four layer garages, the bottom principal post section, bottom
Level shell of column, bottom girder section and bottom time beam section are arranged in the steel construction of garage first layer and the second layer, in described
Layer principal post section, middle-level shell of column, middle level girder section and middle-level beam section are arranged in the steel construction of garage third layer, the height
The secondary principal post section of layer, high-rise inferior-defective shell of column, high-rise secondary girder and high-rise inferior-defective beam section are arranged in the steel construction in the 4th layer of garage.
As the 4th embodiment of the present invention, the multi-storied garage is provided with five layer garages, the bottom principal post section, bottom
Level shell of column, bottom girder section and bottom time beam section are arranged in the steel construction of garage first layer and the second layer, in described
Layer principal post section, middle-level shell of column, middle level girder section and middle-level beam section are arranged on garage third layer and the 4th layer of steel construction
In, high-rise secondary principal post section, high-rise inferior-defective shell of column, high-rise secondary girder and the high-rise inferior-defective beam section are arranged on garage layer 5
In steel construction.
It is appreciated that being directed to multi-storied garage on the middle and senior level, mentality of designing according to the invention, makes multi-storied garage steel construction
Material model specification can also bottom, middle level and the high level in garage distinguish, under conditions of its intensity is ensured, save
Material, reduce cost.
The bottom principal post section 121 of the main support column 12 uses specification to be made of the square steel tubing of 200*200*10, described
The middle level principal post section 122 of main support column 12 uses specification to be made of the square steel tubing of 200*200*8, the height of the main support column 12
The secondary principal post section 123 of layer uses specification to be made of the square steel tubing of 200*200*6.
The bottom time shell of column 14 of the outer support column 11 uses specification to be made of the H profile steel material of 200*200*8*12, described
The middle-level shell of column 15 of outer support column 11 uses specification to be made of the H profile steel material of 200*150*6*9, the height of the outer support column 11
Layer inferior-defective shell of column 16 uses specification to be made of the H profile steel material of 200*100*5.5*8.When applied to other higher number of plies garage designs
When each section of support column big I according to garage load requirement design.
The bottom time shell of column 14 of the secondary support column 13 uses specification to be made of the groove profile steel of C20B, the secondary support column
13 middle-level shell of column 15 uses specification to be made of the groove profile steel of C20A, and the high-rise inferior-defective shell of column 16 of the secondary support column 13 is adopted
It is made with specification of the groove profile steel of C20A.The big I root of each section of support column when applied to other higher number of plies garage designs
Designed according to garage load requirement.
The bottom girder section 211 of the main support beam 21 uses specification to be made of the H profile steel material of 200*200*8*12, described
The middle level girder section 212 of main support beam 21 uses specification to be made of the H profile steel material of 200*150*6*9, the main support beam 21
High-rise pair girder section 213 uses specification to be made of the H profile steel material of 200*100*5.5*8.When applied to other higher number of plies garages
The big I of each section of support column is designed according to garage load requirement during design.
The bottom time beam section 221 of the secondary supporting beam 22 uses specification to be made of the H profile steel material of 200*200*8*12, described
The middle-level beam section 222 of secondary supporting beam 22 uses specification to be made of the H profile steel material of 200*150*6*9, the secondary supporting beam 22
High-rise inferior-defective beam section 223 uses specification to be made of the H profile steel material of 200*100*5.5*8.When applied to other higher number of plies garages
The big I of each section of supporting beam is designed according to garage load requirement during design.
In the multi-storied garage steel construction of the present invention, its steel construction mainly includes support column and supporting beam.Support column and branch
The size for supportting beam is designed according to garage load requirement, the support column using unified specification and unification unlike the prior art
Specification supporting beam.The present invention is calculated by precise art analysis, will in the load of multi-storied garage diverse location by it by support column
Ask, design as main support column, secondary support column.Main branch is divided into the load requirement of different height by it to the main support column of same root
Secondary principal post section of the bottom principal post section of dagger, middle level principal post section, high level etc..And similar differentiation is also done to secondary support column.Similarly, it is also right
Supporting beam is designed as main support beam, secondary supporting beam in the load requirement of multi-storied garage diverse location by it, and to main support
Beam, secondary supporting beam are also bottom section, middle interval, high interval etc. according to the different instructions of garage level.By scientific system arrangement,
Different shape or different-diameter, the material of different-thickness is respectively adopted in support column and supporting beam to each level, so as to form both
Multi-storied garage steel structures coating design rationally and meet the requirements, brand-new, reaches the mesh saved material, reducingd the construction costs
's.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all essences in the present invention
All any modification, equivalent and improvement made within refreshing and principle etc., should all be included in the protection scope of the present invention.
Claims (10)
1. a kind of multi-storied garage steel construction, the multi-storied garage includes multistoried garage, described to include longitudinal arrangement per layer garage
Some run-ins and some parking stalls laterally arranged, the multi-storied garage steel construction include vertically arranged support
Column and horizontal, longitudinally disposed supporting beam, it is characterised in that the support column includes being arranged on outer at left and right sides of multi-storied garage
Support column, the main support column for being arranged on run-in both sides and the secondary support for being positioned close to adjacent stalls side
Column, two neighboring secondary support column are fixed together;The supporting beam includes the main support beam that is connected with support column, and respectively with
The secondary supporting beam that outer support column is connected with time support column;The main support column is included the use of in the bottom in garage and by near-bottom
Bottom principal post section in steel construction, using the middle level principal post section in the steel construction in garage intermediate layer, and using in garage
The secondary principal post section of top or in top steel construction high level;The outer support column and time support column include the use of respectively
The bottom in garage and by the bottom time shell of column in the steel construction of near-bottom, use the middle level in the steel construction in garage intermediate layer
Secondary shell of column, and using in the top of garage or the high-rise inferior-defective shell of column in top steel construction;The main support
Beam include the use of the bottom in garage and by the bottom girder section in the steel construction of near-bottom, using the steel knot in garage intermediate layer
Middle level girder section in structure, and the secondary girder section of high level in the top of garage or in top steel construction is used,
The secondary supporting beam include the use of the bottom in garage and by the bottom time beam section in the steel construction of near-bottom, using in garage
Middle-level beam section in the steel construction of interbed, and using in the top of garage or the high level in top steel construction
Inferior-defective beam section;The outer support column is made of H profile steel material, and the main support column is made of square steel tubing, described support
Column is made of channel steel material, and the main support beam and time supporting beam are respectively adopted H profile steel material and are made.
2. multi-storied garage steel construction as claimed in claim 1, it is characterised in that the multi-storied garage is provided with two layer garages,
The bottom principal post section, bottom time shell of column, bottom girder section and bottom time beam section are arranged in the steel construction of garage first layer,
High-rise secondary principal post section, high-rise inferior-defective shell of column, high-rise secondary girder and the high-rise inferior-defective beam section are arranged on the steel of the garage second layer
In structure.
3. multi-storied garage steel construction as claimed in claim 1, it is characterised in that the multi-storied garage is provided with three layer garages,
The bottom principal post section, bottom time shell of column, bottom girder section and bottom time beam section are arranged on garage first layer and the second layer
Steel construction in, the high-rise secondary principal post section, high-rise inferior-defective shell of column, high-rise secondary girder and high-rise inferior-defective beam section are arranged on the 3rd
In the steel construction of layer.
4. multi-storied garage steel construction as claimed in claim 1, it is characterised in that the multi-storied garage is provided with four layer garages,
The bottom principal post section, bottom time shell of column, bottom girder section and bottom time beam section are arranged on garage first layer and the second layer
Steel construction in, the middle level principal post section, middle-level shell of column, middle level girder section and middle-level beam section are arranged on garage third layer
Steel construction in, the high-rise secondary principal post section, high-rise inferior-defective shell of column, high-rise secondary girder and high-rise inferior-defective beam section are arranged on garage
In 4th layer of steel construction.
5. multi-storied garage steel construction as claimed in claim 1, it is characterised in that the multi-storied garage is provided with five layer garages,
The bottom principal post section, bottom time shell of column, bottom girder section and bottom time beam section are arranged on garage first layer and the second layer
Steel construction in, the middle level principal post section, middle-level shell of column, middle level girder section and middle-level beam section are arranged on garage third layer
In the 4th layer of steel construction, high-rise secondary principal post section, high-rise inferior-defective shell of column, high-rise secondary girder and the high-rise inferior-defective beam section are set
Put in the steel construction of garage layer 5.
6. the multi-storied garage steel construction as described in any one in claim 1 to 5, it is characterised in that the main support column
Bottom principal post section uses specification to be made of the square steel tubing of 200*200*10, and the middle level principal post section of the main support column uses specification
It is made of the square steel tubing of 200*200*8, the secondary principal post section of high level of the main support column uses square steel of the specification for 200*200*6
Tubing is made.
7. the multi-storied garage steel construction as described in any one in claim 1 to 5, it is characterised in that the outer support column
Bottom time shell of column uses specification to be made of the H profile steel material of 200*200*8*12, and the middle-level shell of column of the outer support column is using rule
Lattice are made of the H profile steel material of 200*150*6*9, and the high-rise inferior-defective shell of column of the outer support column uses specification as 200*100*5.5*
8 H profile steel material is made.
8. the multi-storied garage steel construction as described in any one in claim 1 to 5, it is characterised in that the secondary support column
Bottom time shell of column uses specification to be made of the groove profile steel of C20B, and the middle-level shell of column of the secondary support column uses specification as C20A
Groove profile steel be made, the high-rise inferior-defective shell of column of the secondary support column uses specification to be made of the groove profile steel of C20A.
9. the multi-storied garage steel construction as described in any one in claim 1 to 5, it is characterised in that the main support beam
Bottom girder section uses specification to be made of the H profile steel material of 200*200*8*12, and the middle level girder section of the main support beam is using rule
Lattice are made of the H profile steel material of 200*150*6*9, and the secondary girder section of high level of the main support beam uses specification as 200*100*5.5*
8 H profile steel material is made.
10. the multi-storied garage steel construction as described in any one in claim 1 to 5, it is characterised in that the secondary supporting beam
Bottom time beam section uses specification to be made of the H profile steel material of 200*200*8*12, and the middle-level beam section of the secondary supporting beam is using rule
Lattice are made of the H profile steel material of 200*150*6*9, and the high-rise inferior-defective beam section of the secondary supporting beam uses specification as 200*100*5.5*
8 H profile steel material is made.
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CN201711195262.8A CN107939115A (en) | 2017-11-24 | 2017-11-24 | Multi-storied garage steel construction |
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CN201711195262.8A CN107939115A (en) | 2017-11-24 | 2017-11-24 | Multi-storied garage steel construction |
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Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
RU2219318C2 (en) * | 2001-12-29 | 2003-12-20 | Зао "Нпг Парсек" | Metal framework for multilevel garage |
CN1664281A (en) * | 2004-12-25 | 2005-09-07 | 刘玉恩 | Stereoscopic garage without occupation of land |
CN201288415Y (en) * | 2008-11-06 | 2009-08-12 | 广东省建筑工程集团有限公司 | Subsection gradual change overhanging type external scaffold for tall building |
CN104878965A (en) * | 2015-05-07 | 2015-09-02 | 中铁隧道勘测设计院有限公司 | Cell type underground mechanical parking garage |
CN206429008U (en) * | 2016-12-13 | 2017-08-22 | 叶恩萍 | A kind of underground multistoried garage structure |
CN107190860A (en) * | 2017-06-05 | 2017-09-22 | 中国建筑第八工程局有限公司 | The automatic lifting system of Steel Structure Installation |
CN108059054A (en) * | 2017-12-14 | 2018-05-22 | 山东博尔特电梯有限公司 | A kind of elevator well frame steel construction and its installation method |
CN207526189U (en) * | 2017-11-24 | 2018-06-22 | 浙江大学自贡创新中心 | Stereo garage steel construction |
-
2017
- 2017-11-24 CN CN201711195262.8A patent/CN107939115A/en not_active Withdrawn
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
RU2219318C2 (en) * | 2001-12-29 | 2003-12-20 | Зао "Нпг Парсек" | Metal framework for multilevel garage |
CN1664281A (en) * | 2004-12-25 | 2005-09-07 | 刘玉恩 | Stereoscopic garage without occupation of land |
CN201288415Y (en) * | 2008-11-06 | 2009-08-12 | 广东省建筑工程集团有限公司 | Subsection gradual change overhanging type external scaffold for tall building |
CN104878965A (en) * | 2015-05-07 | 2015-09-02 | 中铁隧道勘测设计院有限公司 | Cell type underground mechanical parking garage |
CN206429008U (en) * | 2016-12-13 | 2017-08-22 | 叶恩萍 | A kind of underground multistoried garage structure |
CN107190860A (en) * | 2017-06-05 | 2017-09-22 | 中国建筑第八工程局有限公司 | The automatic lifting system of Steel Structure Installation |
CN207526189U (en) * | 2017-11-24 | 2018-06-22 | 浙江大学自贡创新中心 | Stereo garage steel construction |
CN108059054A (en) * | 2017-12-14 | 2018-05-22 | 山东博尔特电梯有限公司 | A kind of elevator well frame steel construction and its installation method |
Non-Patent Citations (4)
Title |
---|
樊瑞昌;苏明周;: "高强钢组合D型偏心支撑框架抗震性能分析" * |
武瑞之;张建锋;王海峰;沈天宇;: "立体车库框架结构优化设计" * |
贺拥军;吴星;周绪红;: "多高层钢框架立体车库连续化分析" * |
魏春敏;: "高层建筑钢结构节点的设计原理分析" * |
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