CN108193778A - A kind of construction method of goose egg shape steel construction - Google Patents
A kind of construction method of goose egg shape steel construction Download PDFInfo
- Publication number
- CN108193778A CN108193778A CN201810017357.9A CN201810017357A CN108193778A CN 108193778 A CN108193778 A CN 108193778A CN 201810017357 A CN201810017357 A CN 201810017357A CN 108193778 A CN108193778 A CN 108193778A
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- Prior art keywords
- steel
- arch
- roof system
- column
- shelf
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- 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.)
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Classifications
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- 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
- E04B1/34—Extraordinary structures, e.g. with suspended or cantilever parts supported by masts or tower-like structures enclosing elevators or stairs; Features relating to the elastic stability
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
Abstract
The present invention relates to building fields, the construction method of specifically a kind of goose egg shape steel construction, primary structure includes left roof system, right roof system, artistic ribbon and steel roof joist, left roof system and right roof system assembly form goose egg shape, artistic ribbon is set to left roof system and right roof system intermediate connections, main method includes installation branch column, first axle roof system arch is installed, second axis branch column is installed, second axis roof system arch is installed, first segment closing in steel arch-shelf and steel coupling beam are installed, second segment closing in steel arch-shelf is installed, steel coupling beam and the first V-arrangement steel column, first V-arrangement steel column is adjacently positioned the second V-arrangement steel column, third section closing in steel arch-shelf and steel coupling beam are installed, the assembly adjacent with second segment closing in steel arch-shelf of third section closing in steel arch-shelf, several roof system arch assembly are formed into goose egg shape.Ribbon is combined by the present invention with arc-shaped building, and architectural image can be made beautiful and simplify construction technology while irregular building moulding is realized, facilitate construction.
Description
[technical field]
The present invention relates to building field, the construction method of specifically a kind of goose egg shape steel construction.
[background technology]
With the development in China's economy and city, more and more City Buildings have been appeared in around us, and are made
For one kind the most widely used in fabric structure, the utilization of steel construction has become the emphasis that we study at present.
At present, the Application in Building of steel construction is extensive, and various special-shaped steel structure buildings are also popular, usual arc-shaped steel knot
Structure build with ribbon structure because its lines grace, exotic shape, have much modern sense due to by favor, however by ribbon with it is arc-shaped
The structure that building is combined is less and the architecture construction of the shape is complex, causes construction risk big.
[invention content]
The purpose of the present invention is exactly to solve the above-mentioned problems, to provide a kind of construction party of goose egg shape steel construction
Method, including left roof system, right roof system, artistic ribbon and steel roof joist, the left roof system and right roof system assembly form goose egg shape, art
Ribbon is set to left roof system and right roof system intermediate connections, and the left roof system or right roof system concrete construction method are as follows：
A., first axle branch column is installed：The branch column converges at any by three steelframes and forms, by several branch columns
It is installed between first axle；
B., first axle roof system arch is installed：The roof system arch is made of steel arch-shelf and steel coupling beam；
C., second axis branch column is installed：The branch column is installed between second axis；
D., second axis roof system arch is installed：Between the roof system is installed on second axis, second axis roof system arch with
The adjacent assembly of first axle roof system arch；
E., first segment closing in steel arch-shelf and steel coupling beam are installed：First segment closing in steel arch-shelf and steel coupling beam are by the one of roof system arch
End starts to install, and closing in steel arch-shelf is matched with roof system shape, and is passed through steel coupling beam and be connected with roof system arch；
F. installation second segment closing in steel arch-shelf, steel coupling beam and the first V-arrangement steel column：V-arrangement steel column is by two V-shaped companies of steelframe
The steel column connect, second segment closing in steel arch-shelf are connected with first segment closing in steel arch-shelf, the first V-arrangement steel column open at one end and steel coupling beam phase
Even, the other end connect with ground and plays a supportive role, and several inter-ties connect the first V-arrangement steel column and closing in steel arch-shelf；
G. the first V-arrangement steel column is adjacently positioned the second V-arrangement steel column, extends inter-tie, and the first V-arrangement steel column of connection is adjacently positioned
Second V-arrangement steel column
H., third section closing in steel arch-shelf and steel coupling beam are installed：Third section closing in steel arch-shelf is adjacent with second segment closing in steel arch-shelf
Assembly, third section closing in steel arch-shelf are connected by steel coupling beam with roof system arch, the second V-arrangement steel column open at one end and steel coupling beam phase
Even, the other end connect with ground and plays a supportive role；
I. step G and step H is repeated；
J. final stage closing in steel arch-shelf is installed by the other end of roof system arch, and is carried out with adjacent closing in steel arch-shelf
It is assembled.
K. increase roof system arch：Several roof system arch assembly are formed into goose egg shape.
The art ribbon installation method is as follows：
A. it lifts the first steel component and the second steel component forms the first structure column：It is stayed between first steel component and the second steel component
There is the gap of setting for in-site installation, the first steel component is connect with the second steel component by inter-tie and vertical support, institute
It states structure column top to install using tower crane, rest part manually chain block or electric block installation；
B. it lifts third steel component and the 4th steel component forms the second structure column：It is stayed between third steel component and the 4th steel component
There is the gap of setting for in-site installation, third steel component is connect with the 4th steel component by inter-tie and vertical support, institute
It states structure column top to install using tower crane, rest part manually chain block or electric block installation；
C. the first structure column is connect to form the first built pile with the second structure column；
D. first group of truss is lifted：Supporting rod is lifted with tower crane, the supporting rod is used to support first group of truss, first group
Truss installa-tion sequence is installed for diagonal, is connected between adjacent truss by tie-rod；
E. step a, b, c and d are repeated, forms the second coupled column and second group of truss；
F. ribbon is lifted between the first truss and the second truss with tower crane；
G. supporting rod is removed.
It is as follows that the steel roof joist includes girder, secondary beam and stiffness bolt, installation steps：
1) by first Pin main cable and girders in place；
2) the 2nd Pin girders are aligned lifting by with head Pin girders；
3) girder is aligned lifting with the 2nd Pin girders by, and secondary beam is installed to the side of girder；
4) two longitudinal girders are longitudinally lifted on mounted secondary beam and girder by respectively, after installing, are passed through
High strength exploitation.
Beneficial effects of the present invention embody a concentrated reflection of：Ribbon with arc-shaped building is combined, architectural image can be made beautiful
It sees, and construction technology can be simplified while irregular building moulding is realized, facilitate construction.
[description of the drawings]
Fig. 1 is roof structure schematic diagram in part in the embodiment of the present invention.
Fig. 2 is the artistic coupled column of ribbon and truss structure schematic diagram in the embodiment of the present invention.
Fig. 3 is steel roof joist structure diagram in the embodiment of the present invention.
Fig. 4 is overall structure diagram in the embodiment of the present invention.
As shown in the figure, in figure：1 branch column, 2 steel arch-shelfs, 3 steel coupling beams, 4V shape steel columns, 5 inter-ties, 6 closing in steel arch-shelfs,
7 first steel components, 8 second steel components, 9 third steel components, 10 the 4th steel components, 11 truss, 12 head Pin girders, 13 the 2nd Pin
Girder, 14 girders, 15 secondary beams, 16 left roof systems, 17 artistic ribbons, 18 right roof systems.
[specific embodiment]
The invention will be further described below in conjunction with the accompanying drawings, and the structure and principle of this device are for the people of this profession
It is very clearly.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, it is not used to limit this
Invention.
This project is located at Deqing County Zhong Xing South Roads east side, Yun Xiu South Roads west side；To the north of the San Jie of the Tashan Mountain, on the south the Er Jie of the Tashan Mountain,
Overall building is in goose egg shape, and shell is steel construction, and surface is glass curtain wall and aluminium veneer curtain wall, is reinforced concrete structure in shell
Three layers of building, and shell is divided into thing two parts by ribbon steel construction, amounts to 49661 square metres of construction area.
Referring to Fig. 4, a kind of 1. construction methods of goose egg shape steel construction, including left roof system (16), right roof system (18),
Artistic ribbon (17) and steel roof joist, the left roof system (16) and right roof system (18) are assembled to form goose egg shape, artistic ribbon (17)
Left roof system and right roof system intermediate connections are set to, the left roof system or right roof system concrete construction method are as follows：
A. installation first axle branch column (1)：The branch column converges at any by three steelframes and forms, by several branches
Column is installed between first axle；
B., first axle roof system arch is installed：The roof system arch is made of steel arch-shelf (2) and steel coupling beam (3)；
C. installation second axis branch column (1)：The branch column is installed between second axis；
D., second axis roof system arch is installed：Between the roof system is installed on second axis, second axis roof system arch with
The adjacent assembly of first axle roof system arch；
E., first segment closing in steel arch-shelf and steel coupling beam are installed：First segment closing in steel arch-shelf and steel coupling beam are by the one of roof system arch
End starts to install, and closing in steel arch-shelf (6) is matched with roof system shape, and is passed through steel coupling beam and be connected with roof system arch；
F. installation second segment closing in steel arch-shelf, steel coupling beam and the first V-arrangement steel column：V-arrangement steel column (4) is in V by two steelframes
The steel column of shape connection, second segment closing in steel arch-shelf are connected with first segment closing in steel arch-shelf, and the first V-arrangement steel column open at one end connects with steel
Beam is connected, and the other end connect with ground and plays a supportive role, and several inter-ties (5) connect the first V-arrangement steel column and closing in steel arch-shelf；
G. the first V-arrangement steel column is adjacently positioned the second V-arrangement steel column, extends inter-tie, and the first V-arrangement steel column of connection is adjacently positioned
Second V-arrangement steel column
H., third section closing in steel arch-shelf and steel coupling beam are installed：Third section closing in steel arch-shelf is adjacent with second segment closing in steel arch-shelf
Assembly, third section closing in steel arch-shelf are connected by steel coupling beam with roof system arch, the second V-arrangement steel column open at one end and steel coupling beam phase
Even, the other end connect with ground and plays a supportive role；
I. step G and step H is repeated；
J. final stage closing in steel arch-shelf is installed by the other end of roof system arch, and is carried out with adjacent closing in steel arch-shelf
It is assembled.
K. increase roof system arch：Several roof system arch assembly are formed into goose egg shape.
Referring to Fig. 2, the art ribbon installation method is as follows：
A. it lifts the first steel component (7) and the second steel component (8) forms the first structure column：First steel component (7) and the second steel
There are the gap of setting for in-site installation between component (8), the first steel component (7) is by level with the second steel component (8)
Bar is connected with vertical support, and the structure column top is installed using tower crane, and rest part manually pacify by chain block or electric block
Dress；
B. lifting third steel component (9) and the 4th steel component (10) form the second structure column：Third steel component (9) and the 4th steel
There are the gap of setting for in-site installation between component (10), third steel component (9) passes through level with the 4th steel component (10)
Tie-rod is connected with vertical support, and the structure column top is installed using tower crane, rest part manually chain block or electric block
Installation；
C. the first structure column is connect to form the first built pile with the second structure column；
D. first group of truss (11) is lifted：Supporting rod is lifted with tower crane, the supporting rod is used to support first group of truss, the
One group of truss installa-tion sequence is installed for diagonal, is connected between adjacent truss by tie-rod；
E. step a, b, c and d are repeated, forms the second coupled column and second group of truss；
F. ribbon is lifted between the first truss and the second truss with tower crane；
G. supporting rod is removed.
Referring to Fig. 3, it is as follows that the steel roof joist includes girder, secondary beam and stiffness bolt, installation steps：
1) lifts first Pin girders (12) in place；
2) the 2nd Pin girders (13) are aligned lifting by with head Pin girders (12)；
3) girder (14) is aligned lifting with the 2nd Pin girders by, and secondary beam (15) is installed to the side of girder (14)；
4) two longitudinal girders are longitudinally lifted on mounted secondary beam and girder by respectively, after installing, are passed through
High strength exploitation.
Claims (3)
1. a kind of construction method of goose egg shape steel construction, including left roof system (16), right roof system (18), artistic ribbon (17)
And steel roof joist, the left roof system (16) and the assembled formation goose egg shape of right roof system (18), artistic ribbon (17) are set to left roof system
With right roof system intermediate connections, it is characterised in that：
The left roof system or right roof system concrete construction method are as follows：
A. installation first axle branch column (1)：The branch column converges at any by three steelframes and forms, and several branch columns are pacified
Loaded between first axle；
B., first axle roof system arch is installed：The roof system arch is made of steel arch-shelf (2) and steel coupling beam (3)；
C. installation second axis branch column (1)：The branch column is installed between second axis；
D., second axis roof system arch is installed：Between the roof system is installed on second axis, second axis roof system arch and first
The adjacent assembly of axis roof system arch；
E., first segment closing in steel arch-shelf and steel coupling beam are installed：First segment closing in steel arch-shelf and steel coupling beam are opened by one end of roof system arch
Begin to install, closing in steel arch-shelf (6) is matched with roof system shape, and is passed through steel coupling beam and with roof system arch be connected；
F. installation second segment closing in steel arch-shelf, steel coupling beam and the first V-arrangement steel column：V-arrangement steel column (4) is by two V-shaped companies of steelframe
The steel column connect, second segment closing in steel arch-shelf are connected with first segment closing in steel arch-shelf, the first V-arrangement steel column open at one end and steel coupling beam phase
Even, the other end connect with ground and plays a supportive role, and several inter-ties (5) connect the first V-arrangement steel column and closing in steel arch-shelf；
G. the first V-arrangement steel column is adjacently positioned the second V-arrangement steel column, extends inter-tie, and the first V-arrangement steel column of connection is adjacently positioned second
V-arrangement steel column
H., third section closing in steel arch-shelf and steel coupling beam are installed：The spelling adjacent with second segment closing in steel arch-shelf of third section closing in steel arch-shelf
Dress, third section closing in steel arch-shelf are connected by steel coupling beam with roof system arch, and the second V-arrangement steel column open at one end is connected with steel coupling beam,
The other end connect with ground and plays a supportive role；
I. step G and step H is repeated；
J. final stage closing in steel arch-shelf is installed by the other end of roof system arch, and is spelled with adjacent closing in steel arch-shelf
Dress.
K. increase roof system arch：Several roof system arch assembly are formed into goose egg shape.
2. a kind of construction method of goose egg shape steel construction as described in claim 1, which is characterized in that the art floats
Band installation method is as follows：
A. it lifts the first steel component (7) and the second steel component (8) forms the first structure column：First steel component (7) and the second steel component
(8) there are the gaps of setting for in-site installation between, the first steel component (7) and the second steel component (8) by inter-tie and
Vertical support connects, and the structure column top is installed using tower crane, rest part manually chain block or electric block installation；
B. lifting third steel component (9) and the 4th steel component (10) form the second structure column：Third steel component (9) and the 4th steel component
(10) there are the gap of setting for in-site installation between, third steel component (9) passes through inter-tie with the 4th steel component (10)
It is connected with vertical support, the structure column top is installed using tower crane, rest part manually chain block or electric block installation；
C. the first structure column is connect to form the first built pile with the second structure column；
D. first group of truss (11) is lifted：Supporting rod is lifted with tower crane, the supporting rod is used to support first group of truss, first group
Truss installa-tion sequence is installed for diagonal, is connected between adjacent truss by tie-rod；
E. step a, b, c and d are repeated, forms the second coupled column and second group of truss；
F. ribbon is lifted between the first truss and the second truss with tower crane；
G. supporting rod is removed.
A kind of 3. construction method of goose egg shape steel construction according to claim 1, which is characterized in that the roofing
It is as follows that girder steel includes girder, secondary beam and stiffness bolt, installation steps：
1) lifts first Pin girders (12) in place；
2) the 2nd Pin girders (13) are aligned lifting by with head Pin girders (12)；
3) girder (14) is aligned lifting with the 2nd Pin girders by, and secondary beam (15) is installed to the side of girder (14)；
4) two longitudinal girders are longitudinally lifted on mounted secondary beam and girder by respectively, after installing, by high-strength
Degree is bolted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810017357.9A CN108193778B (en) | 2018-01-09 | 2018-01-09 | A kind of construction method of goose egg shape steel construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810017357.9A CN108193778B (en) | 2018-01-09 | 2018-01-09 | A kind of construction method of goose egg shape steel construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108193778A true CN108193778A (en) | 2018-06-22 |
| CN108193778B CN108193778B (en) | 2019-12-03 |
Family
ID=62588712
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810017357.9A Active CN108193778B (en) | 2018-01-09 | 2018-01-09 | A kind of construction method of goose egg shape steel construction |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112982655A (en) * | 2021-03-10 | 2021-06-18 | 艾奕康设计与咨询(深圳)有限公司 | Spatial steel structure combined by triangular truss and single-layer latticed shell |
| CN113756502A (en) * | 2021-09-30 | 2021-12-07 | 北京建工集团有限责任公司 | Construction method of Z-shaped large-span aluminum alloy frame roof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1467925A (en) * | 1921-11-30 | 1923-09-11 | Debongnie Edouard Eugene | Arched roof made of undulated sheet iron |
| CN203403517U (en) * | 2013-06-09 | 2014-01-22 | 中国建筑设计研究院 | Combined drum shell structure |
| CN104831615A (en) * | 2015-05-25 | 2015-08-12 | 苏州规划设计研究院股份有限公司 | Combined cable-stayed steel structure arch bridge in special-shaped spatial lattice form based on loop system |
| CN206110337U (en) * | 2016-09-21 | 2017-04-19 | 广州凯硕斯帐篷有限公司 | Circular movable dwelling support of metallic structure |
| CN206173781U (en) * | 2016-11-18 | 2017-05-17 | 江苏交科交通设计研究院有限公司 | No end bay half -through tie rod ribbon arched bridge |
-
2018
- 2018-01-09 CN CN201810017357.9A patent/CN108193778B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1467925A (en) * | 1921-11-30 | 1923-09-11 | Debongnie Edouard Eugene | Arched roof made of undulated sheet iron |
| CN203403517U (en) * | 2013-06-09 | 2014-01-22 | 中国建筑设计研究院 | Combined drum shell structure |
| CN104831615A (en) * | 2015-05-25 | 2015-08-12 | 苏州规划设计研究院股份有限公司 | Combined cable-stayed steel structure arch bridge in special-shaped spatial lattice form based on loop system |
| CN206110337U (en) * | 2016-09-21 | 2017-04-19 | 广州凯硕斯帐篷有限公司 | Circular movable dwelling support of metallic structure |
| CN206173781U (en) * | 2016-11-18 | 2017-05-17 | 江苏交科交通设计研究院有限公司 | No end bay half -through tie rod ribbon arched bridge |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112982655A (en) * | 2021-03-10 | 2021-06-18 | 艾奕康设计与咨询(深圳)有限公司 | Spatial steel structure combined by triangular truss and single-layer latticed shell |
| CN113756502A (en) * | 2021-09-30 | 2021-12-07 | 北京建工集团有限责任公司 | Construction method of Z-shaped large-span aluminum alloy frame roof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108193778B (en) | 2019-12-03 |
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