CN106703273A - Method of mounting sunroof - Google Patents
Method of mounting sunroof Download PDFInfo
- Publication number
- CN106703273A CN106703273A CN201611162116.0A CN201611162116A CN106703273A CN 106703273 A CN106703273 A CN 106703273A CN 201611162116 A CN201611162116 A CN 201611162116A CN 106703273 A CN106703273 A CN 106703273A
- Authority
- CN
- China
- Prior art keywords
- lighting roof
- steel construction
- construction block
- roof steel
- lattice column
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
- E04D3/02—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant
- E04D3/06—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
A method of mounting a sunroof relates to the field of buildings and comprises the steps of S1, setting lattice columns in a wall frame; S2, setting first and second hanging points on the surface of each of a plurality of sunroof steel structural blocks; S3, lifting the sunroof steel structural blocks, and setting the outer edges of the sunroof steel structural blocks at the upper end of the wall frame; S4, releasing the second hanging points, setting the inner edges of the sunroof steel structural blocks at the upper ends of the lattice columns, and releasing the first hanging points; S5, repeating the steps S3 to S4, lifting the remaining sunroof steel structural blocks, welding the edges of the plurality of sunroof steel structural blocks to form a compete sunroof steel structural frame; S6, mounting lighting glass to the surface of the sunroof steel structural frame; S7, removing the settings in the step S1. The method provided herein enables a sunroof to be installed under limitations, such as narrow construction sit and high construction plane.
Description
Technical field
The present invention relates to building field, in particular to a kind of installation method of lighting roof.
Background technology
As economic fast development, architecture structure form are more and more various, also brought to building trade more and more
Challenge, for example, currently in order to make building structure that there is good daylighting, appeared in after daylighting epimerite people the visual field it
In, and with also more and more extensive, particularly in large scale business synthesis building structure, be generally required for setting lighting roof
Structure meets the daylighting requirement in market, although lighting roof can greatly improve the daylighting inside building structure, but, by
In the special of its structure and position, trouble also is brought to construction, it is specific as follows to state：
The installation of lighting roof, usually first carries out assembly welding, then carry out integral hoisting or direct in pre- buried end on ground
Successively assembled welding on seat.But due to the limitation in some job site places, construction site large-area construction waterproof, place is narrow
Small, operation platform is high, it is impossible to realize integral hoisting or successively assembled welding.
The content of the invention
It is an object of the invention to provide a kind of installation method of lighting roof, using the installation method, can be on construction ground
Lighting roof is installed under narrow and small, the construction restrictive condition such as plane is high.
What embodiments of the invention were realized in：
A kind of installation method of lighting roof, its installation steps is：S1：Lattice column is set in wall frame.S2：Some
The surface of lighting roof steel construction block sets the first suspension centre and the second suspension centre, and the first suspension centre and the second suspension centre are along lighting roof steel construction block
Inner edge to the center of gravity both sides that lighting roof steel construction block is respectively arranged on the direction of the outer rim of lighting roof steel construction block.S3：Will
Tower crane outside wall frame is connected with the first suspension centre and the second suspension centre, lighting roof steel construction block is lifted, by lighting roof steel construction block
Outer rim be positioned over the upper end of wall frame.S4：Discharge the second suspension centre；Lighting roof cylinder structure block is lifted by the first suspension centre, will
The inner edge of lighting roof steel construction block is positioned over the upper end of lattice column；Discharge the first suspension centre.S5：Repeat S3 to S4, it is right successively
Remaining lighting roof steel construction block is lifted, and the inner edge to some lighting roof steel construction blocks is welded, and constitutes complete adopting
Spire steel structure frame.S6：Daylighting embedding glass is installed on lighting roof steel structure frame surface.S7：Set in dismounting S1
Device.
Inventor has found：Existing lighting roof is installed, and usually first carries out assembly welding on ground, then carry out integral hoisting
Or the directly successively assembled welding on pre-buried base.But due to the limitation in some job site places, construction site large area is applied
Work waterproof, narrow field, operation platform is high, it is impossible to realize integral hoisting or successively assembled welding.Therefore, inventor has invented
The installation method of the lighting roof stated.The first step, workmen installs lattice column, the lattice of installation in the wall frame of pre- construction
The summit of the height of post and the lighting roof of pre-installation is to the highly consistent of ground.Second step, workmen is in transport to construction field
The surface of some lighting roof steel construction blocks on ground along the inner edge of lighting roof steel construction block on the direction of outer rim, lighting roof steel construction
The center of gravity both sides of block are respectively provided with the first suspension centre and the second suspension centre.3rd step, a tower crane is provided with outside the chamber frame of construction,
The hoisting height of tower crane will meet the demand of construction, and tower crane is connected with the first suspension centre and the second suspension centre, lift lighting roof steel construction
Block, the outer rim of lighting roof steel construction block is positioned over the chamber frame upper end of construction.4th step, tower crane discharges the second suspension centre, hangs
Tower lifts lighting roof steel construction block by the first suspension centre, and the inner edge of lighting roof steel construction block is positioned over the upper end of lattice column, tower
Hang the first suspension centre of release.5th step, repeats the 3rd step to the 4th step, remaining lighting roof steel construction block is lifted, then
Workmen positioned at lattice column upper end welds successively to the outer rim of these lighting roof steel construction blocks so that these lighting roofs
Steel construction block constitutes a complete lighting roof spire steel structure frame.Be installed on for daylighting embedding glass by the 6th step, workmen
Lighting roof spire steel structure frame surface.7th step, after above-mentioned steps to be done, workmen removes lattice column and baffle plate.This
If kind of the lighting roof assembled by dry plate lighting roof steel construction block welding, by the tower crane sub-region and sub-area outside wall frame of constructing
The carrying out in domain lifts so that lighting roof can be high in some construction site large-area construction waterproofs, narrow field, operation platform, nothing
Method is realized being installed under integral hoisting or the successively restrictive condition such as assembled welding.
In an embodiment of the present invention, in step sl, baffle plate is set in wall frame upper end.In step s3,
The outer rim of lighting roof steel construction block is positioned over the upper end of wall frame, and against baffle plate.
In an embodiment of the present invention, in step sl, the assembling of some standard section of tower crane is constituted into lattice column.
In an embodiment of the present invention, in step sl, in wall frame set lattice column base, lattice column with
Lattice column base is connected.
In an embodiment of the present invention, in step sl, assembled with some I-steel and constitute lattice column base.
In an embodiment of the present invention, in step sl, by lattice column by some wireropes and wall frame
Wall is attached.
In an embodiment of the present invention, in step s 2, the second suspension centre includes two sub- suspension centres, two sub- suspension centres point
The both sides of the center line of lighting roof steel construction block are not arranged at.
In an embodiment of the present invention, in step s 5, adjacent lighting roof steel construction block is connected by square tubes soldering
Connect.
In an embodiment of the present invention, in step s 5, the inner edge of some lighting roof steel construction blocks respectively be connected
Plate weld.
In an embodiment of the present invention, in step s 5, some lighting roof steel construction blocks use symmetrical with connecting plate
The order for installing connection is welded.
The embodiment of the present invention at least possesses following beneficial effect：
The installation method of a kind of lighting roof provided in an embodiment of the present invention, if it is divided into dry plate lighting roof by lighting roof
Steel construction block, then sets the first suspension centre and the second suspension centre, by being arranged on hanging outside wall frame in lighting roof steel construction block
Tower, lifts the first suspension centre and the second suspension centre, and the outer rim of lighting roof steel construction block is lifted to the upper end of wall frame, then releases
The second suspension centre is put, the inner edge of lighting roof steel construction block is hung to the upper end of lattice column, discharge the first suspension centre, it is then lifted successively
Remaining lighting roof steel construction block, and weld successively, constitute complete lighting roof steel structure frame.Daylighting glass finally is inlayed, it is complete
Into the installation of lighting roof.Using the installation method, daylighting can be installed under narrow and small on construction ground, the construction restrictive condition such as plane is high
Top.
Brief description of the drawings
Technical scheme in order to illustrate more clearly the embodiments of the present invention, below will be attached to what is used needed for embodiment
Figure is briefly described, it will be appreciated that the following drawings illustrate only certain embodiments of the present invention, thus be not construed as it is right
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：A kind of lighting roof schematic diagram in the embodiment of the present invention 1；
Fig. 2：Lighting roof steel structure frame schematic diagram in the embodiment of the present invention 1；
Fig. 3：Lattice column base schematic diagram in the embodiment of the present invention 1；
Fig. 4：Scheme of installation in the embodiment of the present invention 1；
Fig. 5：Lighting roof steel construction block schematic diagram in the embodiment of the present invention 1；
Fig. 6：A kind of lifting schematic diagram of lighting roof steel construction block in the embodiment of the present invention 1；
Fig. 7~Fig. 9：Lighting roof steel construction block welding sequential schematic in the embodiment of the present invention 1；
Figure 10：Another lifting schematic diagram of lighting roof steel construction block in the embodiment of the present invention 1.
Icon：100- lighting roofs；400- lighting roof steel structure frames；200- tubular wall frames；300- tower cranes；101- is pushed up
Point；110- lattice column bases；111- I-steel；120- standard section of tower crane；130- lattice columns；131- lattice columns upper end；140- steel
Cable；150- baffle plates；160- lighting roof steel construction blocks；The suspension centres of 161- first；The suspension centres of 162- second；The sub- suspension centres of 163-；164- inner edges；
165- outer rims；170- circle connecting plates；180- square tubes；190- daylighting glass；210- inwalls；220- tubular wall frames upper end；
500- bases.
Specific 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
A part of embodiment of the present invention, rather than whole embodiments.Present invention implementation generally described and illustrated in accompanying drawing herein
The component of example can be arranged and designed with a variety of configurations.
Therefore, the detailed description of embodiments of the invention below to providing in the accompanying drawings is not intended to limit claimed
The scope of the present invention, but be merely representative of selected embodiment of the invention.Based on the embodiment in the present invention, this area is common
The every other embodiment that technical staff is obtained under the premise of creative work is not made, belongs to the model of present invention protection
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 in individual accompanying drawing, then it need not be further defined and explained in subsequent accompanying drawing.
In the description of the invention, it is necessary to explanation, term " interior ", etc. instruction orientation or position relationship be based on attached
Orientation or position relationship shown in figure, or the orientation usually put when using of the invention product or position relationship, be only for
It is easy to the description present invention and simplifies describe, rather than indicating or imply signified device or element there must be specific side
Position, with specific azimuth configuration and operation, therefore be not considered as limiting the invention.
In the description of the invention, in addition it is also necessary to explanation, unless otherwise clearly defined and limited, term " setting ",
" connection " should be interpreted broadly, for example, it may be being fixedly connected, or be integrally connected；Can mechanically connect, can be direct
It is connected, it is also possible to be indirectly connected to by intermediary, can be two connections of element internal.For the ordinary skill of this area
For personnel, above-mentioned term concrete meaning in the present invention can be understood with concrete condition.
Embodiment 1
As shown in figure 1, Fig. 1 schematically shows the schematic diagram of lighting roof 100 in this specific embodiment.Specifically, such as
Fig. 2, lighting roof steel structure frame 400 is in circular arch shape.The lighting roof steel structure frame 400 of lighting roof 100 is by some lighting roof steel
Block structure 160 is made of welded connection, and the side of lighting roof steel construction block 160 is in certain radian.
The installation method of lighting roof 100 is described in detail below：
S1：In the center of tubular wall frame 200, lattice column base 110 is provided with, such as Fig. 3, lattice column base 110 is adopted
With the arranged crosswise of I-steel 111, such as Fig. 4, setting is made up of the assembling of some standard section of tower crane 120 above lattice column base 110
Lattice column 130 so that lattice column upper end 131 has just contradicted the summit 101 of the lighting roof 100 being pre-designed.Lattice column 130
It is attached with the inwall 210 of tubular wall frame 200 by some wireropes 140.Set in tubular wall frame upper end 220 and kept off
Plate 150.
S2：At the construction field (site), such as Fig. 5, workmen sets the first suspension centre on the surface of some lighting roof steel construction blocks 160
161 and second suspension centre 162, wherein the first suspension centre 161 and the second suspension centre 162 along the inner edge 164 of lighting roof steel construction block 160 to adopting
The center of gravity both sides of lighting roof steel construction block 160, and second are respectively arranged on the direction of the outer rim 165 of spire steel construction block 160
Suspension centre 162 includes two sub- suspension centres 163.Two sub- suspension centres 163 are separately positioned on the two of the center line of lighting roof steel construction block 160
Side.
S3：Such as Fig. 6, tower crane 300 is provided with outside tubular wall frame 200.By the first suspension centre 161 and two sub- suspension centres
163 are connected with tower crane 300.Tower crane 300 is sling lighting roof steel construction block 160 so that the outer rim 165 of lighting roof steel construction block 160
It is positioned over tubular wall frame upper end 220, and against baffle plate 150.
S4：Tower crane 300 discharges two sub- suspension centres 163.Tower crane 300 is sling lighting roof steel construction block by the first suspension centre 161
160, lattice column upper end 131 is placed into the inner edge 164 of lighting roof steel construction block 160, tower crane 300 discharges the first suspension centre 161.
S5：Repeat S3 to S4, remaining lighting roof steel construction block 160 is lifted, such as Fig. 7, Fig. 8, Fig. 9, apply
Workman person is in lattice column upper end 131 successively by the inner edge 164 of these lighting roof steel construction blocks 160 by a circular connecting plate 170
It is welded to connect with the order for being symmetrically installed connection.Adjacent lighting roof steel construction block 160 is welded to connect by square tube 180.
So as to constitute complete lighting roof steel structure frame 400.
S6：Workmen is inlayed installed in the surface of lighting roof steel structure frame 400 daylighting glass 190 by work high above the ground
On.
S7：Remove lattice column base 110, lattice column 130, wirerope 140, baffle plate 150.
By above-mentioned step S1, S2, S3, S4, S5, S6, S7, lighting roof 100 is set to be installed to tubular wall frame 200
On.If the method passes through lighting roof 100 to be divided into dry plate lighting roof steel construction block 160 and daylighting glass 190.Then in lighting roof
On the surface of steel construction block 160, the first suspension centre 161 and two sub- suspension centres 163 are set, by being arranged on outside tubular wall frame 200
Tower crane 300, lifting around the first suspension centre 161 of the center of gravity of lighting roof steel construction block 160 and two sub- suspension centres 163, to ensure to hang
Stability during dress.First the outer rim 165 of lighting roof steel construction block 160 is lifted to tubular wall frame upper end 220, is then released
Two sub- suspension centres 163 are put, the inner edge 164 of lighting roof steel construction block 160 lattice column upper end 131 is hung to, then discharge the first suspension centre
161, outer rim 165 is so first lifted to tubular wall frame upper end 220, then inner edge 164 to lattice column upper end 131 is lifted, solve
The problem of hoisting height, its caused by way of this block of lifting lighting roof steel construction step by step 160 hoisting height compared with
Existing hoisting height reduction.Then remaining lighting roof steel construction block 160 is lifted successively, and be symmetrically welded successively, constituted
Whole lighting roof steel structure frame 400.It is final to inlay daylighting glass 190, complete the installation of lighting roof 100.
It should be noted that：
In a kind of installation method of lighting roof 100 that the present embodiment is provided, lighting roof 100 is mounted in tubular wall frame
On 200, in other specific embodiments, the wall frame for installing lighting roof 100 is not limited only to a property, other shapes
Wall frame is equally applicable.
Lighting roof 100 is not limited only to circular arch shape, and in other specific embodiments, lighting roof 100 can be flat
Etc. other shapes.
The step of the present embodiment in S1, lattice column base 110 is in order to by lattice column using the arranged crosswise of I-steel 111
The 130 fully dispersed transmission of the power born, it is ensured that the construction safety of lattice column 130.In other specific embodiments, lattice column bottom
Seat 110 can be arranged by other modes, it is ensured that the construction safety of lattice column 130.
The step of the present embodiment in S1, set lattice column base 110 be in order that the pressure that is subject to of lattice column can
Sufficiently dispersion.In other specific embodiments, lattice column base 110 can be cancelled according to actual conditions.
The step of the present embodiment in S1, lattice column 130 is by some wireropes 140 and the inwall of tubular wall frame 200
210 are attached, be in order to ensure the stabilization construction of lattice column 130, in other specific embodiments, can be in lattice column
130 lower ends carry out consolidation process.In other specific embodiments, wirerope 140 can be cancelled according to actual conditions.
The step of the present embodiment in S1, it is in step s3, limit lighting roof steel construction block to set baffle plate 150
160 outer rim 165, places lighting roof steel construction block 160 and offsets.In other specific embodiments, can be according to actual conditions
Cancel baffle plate 150.
The step of the present embodiment in S3, the outer rim 165 of lighting roof steel construction block 160 is positioned over tubular wall frame upper end
220.In other specific embodiments, such as Figure 10 in step sl, can be set by work in tubular wall frame upper end 220
The base 500 that word steel 111 is constituted so that in step S3, the outer rim 165 of lighting roof steel construction block 160 is arranged on base 500,
Carry out consolidation process.
The step of the present embodiment in S2, two sub- suspension centres 163 be in order to constitute triangle suspension centre with the first suspension centre 161, from
And two suspension centres 161 of sub- suspension centre 163 and first of slinging that the tower crane 300 for enabling is stablized.In other specific embodiments, can
To determine the quantity of the sub- suspension centre 163 that the second suspension centre 162 includes according to actual conditions.
The step of the present embodiment in S5, workmen carries out weld job in lattice column upper end 131.In other specific realities
Apply in mode, lattice column upper end 131 can set a cable construction platform, convenient construction personnel's operation.
The step of the present embodiment in S5, lighting roof steel construction block 160 is welded by a circular connecting plate 170
's.In other specific embodiments, lighting roof steel construction block 160 can be welded by the connecting plate of other shapes or
Cancel connecting plate, directly the inner edge 164 to some lighting roof steel construction blocks 160 is welded.
The step of the present embodiment in S5, lighting roof steel construction block 160 is welded to connect with being symmetrically installed the order of connection
, it is in order to when being welded to connect, lighting roof steel construction block 160 can keep being welded to connect for balance and stability.In other specific realities
Apply in example, lighting roof steel construction block 160 can be welded to connect according to performance with the order of other installation connections.
Inventor has found：Existing lighting roof is installed, and usually first carries out assembly welding on ground, then carry out integral hoisting
Or the directly successively assembled welding on pre-buried base.But due to the limitation in some job site places, construction site large area is applied
Work waterproof, narrow field, operation platform is high, it is impossible to realize integral hoisting or successively assembled welding.
Therefore, inventor has invented the installation method of above-mentioned lighting roof 100.The installation side provided using the present embodiment
Method so that lighting roof 100 can be high in some construction site large-area construction waterproofs, narrow field, operation platform, it is impossible to realizes whole
Installed under body lifting or the successively restrictive condition such as assembled welding.
The preferred embodiments of the present invention are the foregoing is only, is not intended to limit the invention, for the skill of this area
For art personnel, the present invention can have various modifications and variations.It is all within the spirit and principles in the present invention, made any repair
Change, equivalent, improvement etc., should be included in protection scope of the present invention it.
Claims (10)
1. a kind of installation method of lighting roof, it is characterised in that：Its installation steps is：
S1：
Lattice column is set in wall frame；
S2：
The first suspension centre and the second suspension centre are set on the surface of some lighting roof steel construction blocks, first suspension centre and described second hangs
Point is described to being respectively arranged on the direction of the outer rim of the lighting roof steel construction block along the inner edge of the lighting roof steel construction block
The center of gravity both sides of lighting roof steel construction block；
S3：
Tower crane outside the wall frame is connected with first suspension centre and second suspension centre；
The lighting roof steel construction block is lifted, the outer rim of the lighting roof steel construction block is positioned over the upper of the wall frame
End；
S4：
Discharge the second suspension centre；
Lighting roof steel construction block is lifted by the first suspension centre, the inner edge of the lighting roof steel construction block is positioned over the lattice column
Upper end；
Discharge the first suspension centre；
S5：Repeat S3 to S4, the remaining lighting roof steel construction block is lifted, successively to some lighting roofs
The inner edge of steel construction block is welded, and constitutes complete lighting roof steel structure frame；
S6：Daylighting embedding glass is installed on the lighting roof steel structure frame surface；
S7：Remove the lattice column.
2. the installation method of lighting roof according to claim 1, it is characterised in that：
In step sl, baffle plate is set in the wall frame upper end；
In step s3, the outer rim of the lighting roof steel construction block is positioned over the upper end of the wall frame, and against the gear
Plate.
3. the installation method of lighting roof according to claim 1, it is characterised in that：
In step sl, the assembling of some standard section of tower crane is constituted into the lattice column.
4. the installation method of lighting roof according to claim 1, it is characterised in that：
In step sl, lattice column base is set in the wall frame, and the lattice column is connected with the lattice column base.
5. the installation method of lighting roof according to claim 4, it is characterised in that：
In step sl, assembled with some I-steel and constitute the lattice column base.
6. the installation method of lighting roof according to claim 1, it is characterised in that：
In step sl, the lattice column is attached by some wireropes with the inwall of the wall frame.
7. the installation method of lighting roof according to claim 1, it is characterised in that：
In step s 2, second suspension centre includes two sub- suspension centres, and two sub- suspension centres are respectively arranged at the lighting roof
The both sides of the center line of steel construction block.
8. the installation method of lighting roof according to claim 1, it is characterised in that：
In step s 5, the adjacent lighting roof steel construction block is connected by square tubes soldering.
9. the installation method of lighting roof according to claim 1, it is characterised in that：
In step s 5, the inner edge of some lighting roof steel construction blocks respectively be connected plate weld.
10. the installation method of lighting roof according to claim 9, it is characterised in that：
In step s 5, some lighting roof steel construction blocks are symmetrically installed the order being connected with connecting plate use and are welded
Connect.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611162116.0A CN106703273B (en) | 2016-12-15 | 2016-12-15 | A kind of installation method of lighting roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611162116.0A CN106703273B (en) | 2016-12-15 | 2016-12-15 | A kind of installation method of lighting roof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106703273A true CN106703273A (en) | 2017-05-24 |
| CN106703273B CN106703273B (en) | 2019-01-08 |
Family
ID=58939044
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611162116.0A Active CN106703273B (en) | 2016-12-15 | 2016-12-15 | A kind of installation method of lighting roof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106703273B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114876067A (en) * | 2022-03-02 | 2022-08-09 | 中建二局安装工程有限公司 | Hyperbolic pipe steel structure support frame and assembling method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6658812B1 (en) * | 1999-07-29 | 2003-12-09 | Andrew David Tomlinson | Domed construction |
| US20080022608A1 (en) * | 2006-07-31 | 2008-01-31 | Altus Engineering, Ltd. | System and method for modular construction of a dome structure and assembly components for facilitating same |
| CN101387129A (en) * | 2008-09-19 | 2009-03-18 | 常州第一建筑工程有限公司 | Steel frame mounting method for glass roof |
| CN101725179A (en) * | 2009-11-06 | 2010-06-09 | 清华大学 | Construction method of integrally rotating, drawing up and slipping large steel arch structure |
| CN103510711A (en) * | 2012-06-29 | 2014-01-15 | 中国有色金属工业第六冶金建设有限公司 | Method for lifting top ring in dome structure installation |
| CN105863173A (en) * | 2016-04-06 | 2016-08-17 | 中国建筑局（集团）有限公司 | Installation method for day-lighting ceiling |
-
2016
- 2016-12-15 CN CN201611162116.0A patent/CN106703273B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6658812B1 (en) * | 1999-07-29 | 2003-12-09 | Andrew David Tomlinson | Domed construction |
| US20080022608A1 (en) * | 2006-07-31 | 2008-01-31 | Altus Engineering, Ltd. | System and method for modular construction of a dome structure and assembly components for facilitating same |
| CN101387129A (en) * | 2008-09-19 | 2009-03-18 | 常州第一建筑工程有限公司 | Steel frame mounting method for glass roof |
| CN101725179A (en) * | 2009-11-06 | 2010-06-09 | 清华大学 | Construction method of integrally rotating, drawing up and slipping large steel arch structure |
| CN103510711A (en) * | 2012-06-29 | 2014-01-15 | 中国有色金属工业第六冶金建设有限公司 | Method for lifting top ring in dome structure installation |
| CN105863173A (en) * | 2016-04-06 | 2016-08-17 | 中国建筑局（集团）有限公司 | Installation method for day-lighting ceiling |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114876067A (en) * | 2022-03-02 | 2022-08-09 | 中建二局安装工程有限公司 | Hyperbolic pipe steel structure support frame and assembling method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106703273B (en) | 2019-01-08 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102864936B (en) | Combination lifting construction method for large-scale high hollow building roof of steel structure | |
| CN102019998B (en) | Erection embarking method of upper and lower water side cabins | |
| US20220213705A1 (en) | Method for entire removal of space truss and assistive support mechanism | |
| CN206692235U (en) | A kind of steel structure dome lifts by crane erecting device | |
| CN102733615B (en) | Unsymmetrical integral lifting construction method | |
| CN204899274U (en) | Prefabricated concrete structure goes along with sb. to guard him frame outward | |
| CN104989111A (en) | Construction method for steel structure high-rise hoisting | |
| CN202658590U (en) | Integral assembled drilling platform | |
| CN104291222A (en) | Rigid protection and crane integration system inside super high-rise building core tube | |
| CN106703273A (en) | Method of mounting sunroof | |
| CN105090613A (en) | Hoisting method of gas pipeline in external wall of super high-rise building | |
| CN105239804B (en) | Assembly and lift-erecting method of indirect air-cooling system stretching platforms | |
| CN205575407U (en) | Boiler drum hoisting device | |
| CN113756503B (en) | Construction method of Z-shaped streamer hall | |
| CN202689489U (en) | Frame column construction operation frame | |
| CN215160351U (en) | Lifting device for assembled enamel tank | |
| CN201825635U (en) | Hoisting structure of power station boiler | |
| CN104030176A (en) | Balance beam for lifting platform truss and lifting method thereof | |
| CN114033189A (en) | Large-area high-altitude grid structure aluminum grid ceiling construction device and construction method | |
| CN113445723A (en) | Construction platform for mounting overhanging structure curtain wall and mounting method | |
| CN205654064U (en) | Aerial work platform of extra -high voltage framework | |
| CN110805189A (en) | Method for mounting steel structure of daylighting roof | |
| CN219219743U (en) | Portable lifting attached scaffold | |
| CN220201125U (en) | Beam lifting device | |
| CN220888323U (en) | Liftable formula steel bar binding platform for high mound of rectangle is applicable to |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |