CN206844417U - A kind of high building top layer curtain wall frame - Google Patents
A kind of high building top layer curtain wall frame Download PDFInfo
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- CN206844417U CN206844417U CN201720697659.6U CN201720697659U CN206844417U CN 206844417 U CN206844417 U CN 206844417U CN 201720697659 U CN201720697659 U CN 201720697659U CN 206844417 U CN206844417 U CN 206844417U
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- steel truss
- curtain wall
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 135
- 239000010959 steel Substances 0.000 claims abstract description 135
- 239000000725 suspension Substances 0.000 claims abstract description 68
- 238000000465 moulding Methods 0.000 claims abstract description 43
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- 239000000203 mixture Substances 0.000 claims 1
- 238000009434 installation Methods 0.000 abstract description 13
- 238000012423 maintenance Methods 0.000 abstract description 11
- 238000010276 construction Methods 0.000 description 14
- 238000003466 welding Methods 0.000 description 7
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- FGRBYDKOBBBPOI-UHFFFAOYSA-N 10,10-dioxo-2-[4-(N-phenylanilino)phenyl]thioxanthen-9-one Chemical compound O=C1c2ccccc2S(=O)(=O)c2ccc(cc12)-c1ccc(cc1)N(c1ccccc1)c1ccccc1 FGRBYDKOBBBPOI-UHFFFAOYSA-N 0.000 description 1
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model discloses a kind of high building top layer curtain wall frame, including roofing steel truss, EPS mouldings suspension holdfast and curtain wall suspension holdfast, the roofing steel truss is close to parapet and length direction is parallel to parapet；The EPS mouldings suspension holdfast includes the parallel to each other three group EPS mouldings suspension crossbeam set from top to bottom, every group of EPS mouldings suspension crossbeam is three and the U-shaped connected in head and the tail, and front side, left side and right side of the three EPS mouldings suspension crossbeam in every group respectively with roofing steel truss top are fixed；The curtain wall suspension holdfast is arranged on front side of roofing steel truss and below EPS mouldings suspension holdfast, and curtain wall suspension holdfast is set along parapet and front portion exceeds parapet outer wall.This curtain wall frame intensity is high, and stability is good, aesthetic in appearance, is easy to curtain wall installation and later maintenance.
Description
Technical field
Technical field of building construction is the utility model is related to, is specifically related to a kind of high building top layer curtain wall frame.
Background technology
Curtain wall is the exterior wall enclosure of building, not load-bearing, is hung up as curtain, therefore also known as " curtain wall ", it is modern
The Light Wall with decorative effect that large-scale and skyscraper is commonly used.Curtain wall is made up of panel and support system, can
There is certain displacement ability with respect to agent structure or itself have certain deformability, do not undertake the building external that agent structure is acted on
Protection structure or decorative structure（Exterior wall frame formula support system is also one kind of Curtain Wall）.
After the completion of high building main structure construction, it is basically completed in high building alien invasion lower area curtain wall, construction and is applied tower crane
In the case that work elevator has been removed, remaining structural steelwork can not use former tower crane to lift, and component can not also use construction electricity
Ladder is vertically transported.Now the curtain wall at the top of high building needs down to install from top, when constructing curtain wall, it is necessary on high building top
Portion sets hanging basket support to fix hanging basket, and by steel wire hang on hanging basket support, hanging basket can be carried out hanging basket with job requirements
Lifting, hanging basket support answers Simple And Practical, mostly according to engineering characteristic designed, designed.Parapet is attached at the top of high building in the prior art
Need to set curtain wall frame at the top of high building during nearly secured curtain wall, existing many curtain wall framves exist low intensity, it is fixed built on the sand, profile
The problem of not attractive in appearance enough；Need to set Special hanging basket support during installation curtain wall frame at the top of high building to aid in installing curtain wall herein,
Existing hanging basket support needs all to remove after curtain wall construction, needs to set up hanging basket support again during later maintenance,
Safeguard inconvenience.
Utility model content
For deficiencies of the prior art, the purpose of this utility model is to propose a kind of high building top layer curtain wall
Frame, this curtain wall frame intensity is high, and stability is good, aesthetic in appearance, is easy to curtain wall installation and later maintenance.
To achieve the above object, the technical solution adopted in the utility model is as follows：
A kind of high building top layer curtain wall frame, including roofing steel truss, EPS mouldings suspension holdfast and curtain wall suspension holdfast；
The roofing steel truss is close to parapet and length direction is parallel to parapet；Roofing steel truss is rectangular parallelepiped structure, roofing steel
Truss includes column, horizon bar and diagonal web member, and the column is arranged with two rows in parallel along parapet trend, often arranges column quantity phase
Deng and often arrange that adjacent two column spacing in column are equal, four root posts positioned at two row's column both ends form roofing steel truss
Four vertical edges；The column lower end is fixedly connected with roofing, and the horizon bar includes first level bar and the second horizon bar, described
Before and after first level bar is arranged on roofing steel truss along roofing steel truss length direction between two adjacent columns of two sides and in phase
Some are evenly arranged with from top to bottom between two adjacent columns；Second horizon bar is set along roofing steel truss width
Between two adjacent columns and it is respectively positioned on roofing steel truss upper end；The diagonal web member is arranged on along roofing steel truss width
Some are evenly arranged between two adjacent columns and between two adjacent columns from top to bottom and is respectively positioned on the second level
Below bar, two adjacent diagonal web members form V-shaped, the V-shaped between two adjacent columns of roofing steel truss fore-and-aft direction
Opening direction is the fore-and-aft direction of roofing steel truss；It is horizontal that the EPS mouldings suspension holdfast includes the suspension of EPS mouldings
Beam, the EPS mouldings suspension crossbeam are arranged to parallel to each other three groups from top to bottom, and every group of EPS mouldings suspension is horizontal
Beam is three and in the U-shaped of head and the tail connection, three EPS mouldings suspension crossbeam in every group respectively with roofing steel truss
Front side, left side and the right side in portion are fixed；The curtain wall suspension holdfast is arranged on front side of roofing steel truss and is located at EPS mouldings
Below suspension holdfast, curtain wall suspension holdfast is set along parapet and front portion exceeds parapet outer wall.
Roofing steel truss in this support is welded using a variety of shaped steel combinations, has that intensity is high, good excellent of stability
EPS mouldings are fixed on point, front side, left side and the right side on roofing steel truss top, and monnolithic case is elegant in appearance, installation and maintenance
During curtain wall, support member of the supporting construction as suspension rod is set above the second horizon bar along roofing steel truss length direction, pacified
Dress and maintenance are all more convenient.
Further, EPS mouldings suspension holdfast described in the utility model also includes the 3rd horizon bar, every EPS dress
Ornamental thread article suspension crossbeam is fixed by the 3rd horizon bar with roofing steel truss；Every EPS mouldings suspension crossbeam and roofing
Place corresponding to steel truss column is provided with the 3rd horizon bar, every 3rd horizontal rod rear end fixed with column and front end with
EPS mouldings suspension crossbeam is fixed.
Further, curtain wall suspension holdfast described in the utility model include the 4th horizon bar and curtain wall suspension crossbeam, the 4th
The quantity of horizon bar is identical with the quantity for often arranging central post and corresponds, and every 4th horizon bar is along roofing steel truss front and back
To setting, the column of the 4th horizontal rod rear end and correspondence position is fixed, and reinforcement structure is provided with the downside of every 4th horizon bar
Diagonal brace, the diagonal brace upper end are fixed with fixed and lower end in the middle part of corresponding 4th horizon bar with corresponding column；The curtain wall suspended
Crossbeam is hung to fix parallel to roofing steel truss length direction and with all 4th horizon bar front ends.
Further, column described in the utility model uses H profile steel.
Further, first level bar described in the utility model uses steel pipe.
Further, diagonal web member described in the utility model, the second horizon bar, the 3rd horizon bar, the 4th horizon bar, EPS dresses
Ornamental thread bar hangs crossbeam and curtain wall suspension crossbeam uses channel-section steel.
Compared with prior art, the beneficial effects of the utility model are mainly reflected in：
1st, the roofing steel truss in this curtain wall frame is welded using a variety of shaped steel combinations, has intensity high, stability is good
The advantages of, EPS mouldings are fixed on front side, left side and the right side on roofing steel truss top, and monnolithic case is elegant in appearance；This curtain wall
Roofing steel truss in frame as agent structure is not removed and is continuing with as curtain wall frame after using, available during later maintenance
Roofing steel truss, convenient later maintenance；
2nd, curtain wall suspension holdfast be fixed on roofing steel truss it is strong on, Stability Analysis of Structures is convenient for installation and maintenance.
Brief description of the drawings
Fig. 1 is a kind of high building top layer curtain wall frame structural representation of the utility model embodiment；
Fig. 2 is Fig. 1 top view；
Fig. 3 is flatcar structural representation；
Fig. 4 is Fig. 3 top view；
Fig. 5 is a Pin steel truss decomposition texture schematic diagrams；
Fig. 6 is structural representation when lantern stand lifts a Pin steel truss；
Fig. 7 is Fig. 6 left view.
In accompanying drawing, 1- roofing steel truss；2-EPS moulding suspension holdfasts；3- curtain wall suspension holdfasts；4- curtain walls；5- rooms
Face；6- parapets；7-EPS mouldings；8- flatcars；9- lantern stands；
11- columns；12- first level bars；The horizon bars of 13- second；14- diagonal web members；21-EPS mouldings hang crossbeam；
The horizon bars of 22- the 3rd；31- curtain walls hang crossbeam；The horizon bars of 32- the 4th；33- diagonal braces；51- bases；81- joists；82- connections
Beam；83- wheels；91- cable wind ropes；92- counterweights；93- chain blocks；The Pin steel truss of 94- mono-.
Embodiment
The utility model is described in detail with reference to the accompanying drawings and detailed description.
As depicted in figs. 1 and 2, a kind of high building top layer curtain wall frame of the present embodiment, including roofing steel truss 1, EPS decorative threads
Bar suspension holdfast 2 and curtain wall suspension holdfast 3；The roofing steel truss 1 is close to parapet 6 and length direction is parallel to parapet 6
Set.
In the present embodiment, parapet trend is the length direction of roofing steel truss 1, and fore-and-aft direction is the width of roofing steel truss 1
Direction, the side of 1 face parapet of roofing steel truss 6 are front.
As depicted in figs. 1 and 2, roofing steel truss 1 is rectangular parallelepiped structure, and roofing steel truss 1 includes column 11, first level
Bar 12, the second horizon bar 13 and diagonal web member 14, the column 11 are arranged with two rows in parallel along the trend of parapet 6, often arrange column 11
Equal and often adjacent in row's column 11 spacing of two column 11 of quantity is equal, the structure of four root post 11 positioned at the both ends of two row's column 11
Into four vertical edges of roofing steel truss 1；The lower end of column 11 is fixedly connected with roofing 5, and the first level bar 12 is along roofing
The length direction of steel truss 1 is arranged between two adjacent columns 11 of two sides before and after roofing steel truss 1 and in two adjacent columns 11
Between be evenly arranged with some from top to bottom；Second horizon bar 13 is arranged on adjacent along the width of roofing steel truss 1
Two columns 11 between and be respectively positioned on the upper end of roofing steel truss 1；The diagonal web member 14 is arranged on along the width of roofing steel truss 1
Some are evenly arranged between two adjacent columns 11 and from top to bottom between two adjacent columns 11 and be respectively positioned on second
Below horizon bar 13, two adjacent diagonal web members 14 form V words between two adjacent columns 11 of the fore-and-aft direction of roofing steel truss 1
Shape, the v-shaped openings direction are the fore-and-aft direction of roofing steel truss 1.
As depicted in figs. 1 and 2, EPS mouldings suspension holdfast 2 includes the EPS mouldings suspension water of crossbeam 21 and the 3rd
Flat bar 22, the EPS mouldings suspension crossbeam 21 are arranged to parallel to each other three groups from top to bottom, every group of EPS moulding
It is three and in the U-shaped of head and the tail connection to hang crossbeam 21；Three EPS mouldings suspension crossbeam 21 in every group is by the
Front side, left side and right side of three horizon bars 22 respectively with the top of roofing steel truss 1 are fixed.Specifically, every EPS moulding hangs
Hang crossbeam 21 and 1 column of roofing steel truss, 11 corresponding place and be provided with the 3rd horizon bar 22, after every 3rd horizon bar 22
End is fixed with column 11 and front end is fixed with EPS mouldings suspension crossbeam 21.
As depicted in figs. 1 and 2, curtain wall suspension holdfast 3 is arranged at the front side of roofing steel truss 1 and hanged positioned at EPS mouldings
The lower section of hanging bracket 2, curtain wall suspension holdfast 3 is set along parapet 6 and front portion exceeds the outer wall of parapet 6.Curtain wall suspension holdfast 3 includes
4th horizon bar 32 and curtain wall suspension crossbeam 31, the quantity of the 4th horizon bar 32 are identical and one by one with the quantity of often row's central post 11
Corresponding, every 4th horizon bar 32 is set along the fore-and-aft direction of roofing steel truss 1, the rear end of the 4th horizon bar 32 and correspondence position it is vertical
Post 11 is fixed, and the downside of every 4th horizon bar 32 is provided with the diagonal brace 33 of reinforcement structure, the upper end of diagonal brace 33 and corresponding the
The middle part of four horizon bar 32 is fixed and lower end is fixed with corresponding column 11；The curtain wall hangs crossbeam 31 parallel to roofing steel truss
1 length direction and fixed with all front ends of 4th horizon bar 32.
As depicted in figs. 1 and 2, the column 11 in the present embodiment uses H profile steel, and first level bar 12 uses steel pipe, oblique abdomen
Bar 14, the second horizon bar 13, the 3rd horizon bar 22, the 4th horizon bar 32, EPS mouldings suspension crossbeam 21 and curtain wall suspension are horizontal
Beam 31 uses channel-section steel.The lower end of column 11 is connected with tube chamber welds with base, and the roofing steel truss 1 in this support uses a variety of shaped steel combinations
It is welded, there is the advantages of intensity is high, and stability is good, EPS dresses is fixed on front side, left side and the right side on the top of roofing steel truss 1
Ornamental thread bar 7, monnolithic case is elegant in appearance, horizontal second along the length direction of roofing steel truss 1 when installing with later maintenance curtain wall
The top of bar 13 sets support member of the supporting construction as suspension rod, and installation and later maintenance are all more convenient.
As shown in Figures 1 to 7, the utility model provides a kind of high building top layer curtain wall frame installation method, including following step
Suddenly：
Step S1：Material prepares, according to drawing and the chi of technological requirement when making each section of steel member of factory's production curtain wall frame
Very little segmentation setting-out makes and numbered, and the steel member after segmentation is no more than 2.2m per segment length；During setting-out reserve welding contracted quantity and
The allowance of the needs such as cutting, facing cut, wherein different columns 11 are segmented section misplaces 200mm to avoid all sections up and down
To increase the stability of column 11 all on an absolute altitude.Each steel member length direction reserves 30 ~ 50mm surplus.High building is higher
（High about 100m）, structural steelwork is respectively positioned on roof area, because high building agent structure has been completed, high building alien invasion lower region
Domain curtain wall is basically completed, and construction tower crane and construction elevator have been removed, and each steel member can not use former tower crane to lift, and can not also adopt
Vertically transported with construction elevator, therefore difficulty of construction is larger, it is impossible to constructed using conventional scheme, according to scene and engineering
Feature, limited by on-site hoisting condition, steel construction is using the scene splicing of factory's sectional making is made, using the indoor elevator run
Vertically transported, the elevator that every section of component has been run using being manually transported to, according to the height limitation of elevator, steel member is per segment length
Degree is no more than 2.2m.
Step S2：Steel member is vertically transported from ground at garret.Every section of steel member, which uses, is manually transported to what is run
At indoor elevator, transported using the indoor elevator run at the uppermost storey that can be reached to elevator, recycling is manually transported to
Construction roofing.
Step S3：Steel member is in the horizontal transhipment of high building top layer roofing；According to steel member numbering with two flatcars 8 by each steel structure
Part be transported to corresponding near installation site, flatcar 8 includes two joists 81 for being arranged on the right and left, two joists 81 it is interior
Side is connected by some tie-beams 82 being uniformly arranged from front to back, and the downside of every joist 81 is provided with two along the longitudinal direction
Individual wheel 83.The lower section of flatcar 8 is provided with the 16a channel-section steels of opening upwards as track, and the wheel of flatcar 8 is located at the open slot of track
In and orbiting；Before transhipment, age phase, bearing capacity to high building top layer roof structure floor confirm, when high building top
Age phase of layer roof structure floor and bearing capacity meet to transport when requiring；The all areas that construction transhipment passage passes through, such as
Fruit high building top layer roofing has been constructed when finishing, it is necessary to is taken the safeguard measure to high building top layer roofing, is forbidden constructing
Pulled on complete ground, therefore, the contact area of wheel and high building top layer roofing can be increased using groove steel rail, prevent from damaging tower
Roof layer roofing.
Step S4：Lantern stand 9 is installed；As shown in Figure 6 and Figure 7, the top of lantern stand 9 is provided with two sets of chain blocks 93, bottom
Portion is provided with universal wheel；In work progress, heavier steel member needs to lift by crane shift position with lantern stand 9.9 each component of lantern stand
Transport to installation roofing and be bolted by indoor elevator in advance；Lantern stand 9 respectively installs a cable wind rope 91 per side, protects
The stabilization of lantern stand 9 during card lifting steel member.Cable wind rope 91 using Φ 12 steel wire rope, with lantern stand 9 using otic placode entered by upper end
Row connection, lower end can be connected with concrete roof 5 in the form of 4 rearmounted chemical anchor bolts of Φ 12.The suspension column of lantern stand 9 four is set
There are universal wheel and universal wheel latch-up structure, use the steel member maximum weight that lantern stand 9 lifts as 1t or so.Due to lantern stand 9
In roof eminence, work progress, lantern stand 9 needs to promote conversion position.For safety, suspension column counterweight 92 is added, first
In the 200 kg counterweights 92 that each suspension column surrounding uniformly piles, then respectively increase by 200 kg counterweights 92 at latter two suspension column, put
When putting counterweight 92, should first four suspension columns uniformly and meanwhile it is symmetrical carry out weightening and cause 200kg, then symmetrically increased simultaneously in rear two post
Cause 400kg.Make the strength of counterweight 92 of whole lantern stand rearmounted, weight during to lift steel member is uniformly distributed, and prevents from toppling.
Step S5：Curtain wall frame steel member group to, splicing and welding；Each steel member loose mail of curtain wall frame is transported to installation site
Afterwards, first it is grouped, curtain wall frame width（Front and rear setting）Between adjacent two root posts 11 and two root posts 11
Two horizon bars 13 and diagonal web member 14 are one group and form a Pin steel truss（As shown in Figure 5）.As shown in Figure 3 and Figure 4, a Pin is formed
Each steel member group of steel truss to it is rear using two self-control flatcars 8 as splicing and jig, using the hand of lantern stand 9 during splicing
Draw the mobile heavier steel member of the lifting of cucurbit 93.Seaming position Local uniqueness is adjusted by jack and flower basket bolt, weldering
Connect flat bench level and theodolite to measure, precision controlling is within 3mm；Each steel member pulls each section first during group pair
The position line of point, each node reserves 1mm ~ 2mm welding contracted quantity.H profile steel（Column 11）Stitching portion adds using 2 pieces of 8mm are thick
Strong plate is strengthened folder at web；Channel-section steel（Diagonal web member 14, the second horizon bar 13, the 3rd horizon bar 22, the 4th horizon bar 32, EPS
Moulding hangs crossbeam 21 and curtain wall suspension crossbeam 31）Strengthened using 1 piece of 8mm thickness reinforcing plate at web stitching portion.
Step S6：Steel member lifts；Each steel member group of one Pin steel truss to, splicing and welding after the completion of, with lantern stand 9
One Pin steel truss is integrally moved on to the surface of position to be installed, lifted by crane by the chain block 93 set on lantern stand 9
Installation, the lower end of the column 11 of a Pin steel truss two is welded to connect with base 51 respectively.As shown in Figure 6 and Figure 7, steel truss is lifted
When, a Pin steel truss 94 is lifted simultaneously using 2 2t chain blocks, when completely erected to a Pin steel truss 94, by a Pin steel
Truss 94 and lantern stand 9 are fixed together.It is the placement that lies low before being lifted due to a Pin steel truss 94, when a Pin steel truss 94 lifts
Need the hoisting and overturning of chain block 93, a Pin steel truss 94 hang it is vertical during, friction immediately is hung by the mobile reduction of flatcar 8
Power.When installing a Pin steel truss, the surrounding of lantern stand 9 respectively unclamps one section of cable wind rope 91（It is careful not to decontrol completely）, then slowly
Directly over the mobile installation site of the Pin of lantern stand 9 to one steel truss 94, loosening 2t chain blocks makes a Pin steel truss 94 in place, treats one
It is first firm with spot welding between the lower end of column 11 and base after the both ends of Pin steel truss 94 are in place, then symmetrical progress surrounding welding, welding
After the both sides of a Pin steel truss 94 are fixed using cable wind rope, be finally totally released chain block, carry out next Pin steel truss
Frame is installed.
Step S7：First level bar 12, EPS mouldings suspension crossbeam 21 and curtain wall suspension crossbeam 31 are installed, after correction
Brush paint.First level bar 12 connects adjacent two root posts 11 along the length direction of roofing steel truss 1.
Step S8：Hanging basket is installed and using curtain wall at the top of nacelle construction high building.
Step S9：Before roofing steel truss top, the left side and the right side installation EPS lines 7.
Step S10：Remove hanging basket.
The curtain wall frame has intensity high, and stability is good, aesthetic in appearance, is easy to curtain wall to install and the advantages that later maintenance.
It is last it should be noted that above example is only unrestricted to illustrate the technical solution of the utility model, to the greatest extent
The utility model is described in detail with reference to preferred embodiment by pipe applicant, and one of ordinary skill in the art should manage
Solution, modifies or equivalent substitution to the technical solution of the utility model, without departing from the objective and scope of the technical program,
It all should cover among right of the present utility model.
Claims (6)
- A kind of 1. high building top layer curtain wall frame, it is characterised in that：Including roofing steel truss, EPS mouldings suspension holdfast and curtain wall Suspension holdfast；The roofing steel truss is close to parapet and length direction is parallel to parapet；Roofing steel truss is rectangular parallelepiped structure, room Face steel truss includes column, horizon bar and diagonal web member, and the column is arranged with two rows in parallel along parapet trend, often arranges column number It is equal to measure two column spacing equal and often adjacent in row's column, the four root posts composition roofing steel truss positioned at two row's column both ends Four vertical edges of frame；The column lower end is fixedly connected with roofing, and the horizon bar includes first level bar and the second horizon bar, Before and after the first level bar is arranged on roofing steel truss along roofing steel truss length direction between two adjacent columns of two sides and Some are evenly arranged with from top to bottom between two adjacent columns；Second horizon bar is along roofing steel truss width It is arranged between two adjacent columns and is respectively positioned on roofing steel truss upper end；The diagonal web member is set along roofing steel truss width Put between two adjacent columns and be evenly arranged with some from top to bottom between two adjacent columns and be respectively positioned on second Below horizon bar, two adjacent diagonal web members form V-shaped, the V between two adjacent columns of roofing steel truss fore-and-aft direction Font opening direction is the fore-and-aft direction of roofing steel truss；The EPS mouldings suspension holdfast includes EPS mouldings suspension crossbeam, the EPS mouldings hang crossbeam from On be down arranged to parallel to each other three groups, every group of EPS mouldings suspension crossbeam is three and in the U-shaped of head and the tail connection, Front side, left side and right side of three EPS mouldings suspension crossbeam respectively with roofing steel truss top in every group is fixed；The curtain wall suspension holdfast is arranged on front side of roofing steel truss and below EPS mouldings suspension holdfast, curtain wall suspended Hanging bracket is set along parapet and front portion exceeds parapet outer wall.
- 2. high building top layer curtain wall frame according to claim 1, it is characterised in that：The EPS mouldings suspension holdfast is also Including the 3rd horizon bar, every EPS mouldings suspension crossbeam is fixed by the 3rd horizon bar with roofing steel truss；Every EPS mouldings suspension crossbeam place corresponding with roofing steel truss column is provided with the 3rd horizon bar, and every 3rd horizontal Rod rear end is fixed with column and front end is fixed with EPS mouldings suspension crossbeam.
- 3. high building top layer curtain wall frame according to claim 1 or 2, it is characterised in that：The curtain wall suspension holdfast includes the Four horizon bars and curtain wall suspension crossbeam, the quantity of the 4th horizon bar is identical with the quantity for often arranging central post and corresponds, every 4th horizon bar is set along roofing steel truss fore-and-aft direction, and the column of the 4th horizontal rod rear end and correspondence position fixes, every the The diagonal brace of reinforcement structure, the diagonal brace upper end and fixed and lower end in the middle part of corresponding 4th horizon bar are provided with the downside of four horizon bars Fixed with corresponding column；The curtain wall hang crossbeam parallel to roofing steel truss length direction and with before all 4th horizon bars End is fixed.
- 4. high building top layer curtain wall frame according to claim 1, it is characterised in that：The column uses H profile steel.
- 5. high building top layer curtain wall frame according to claim 1, it is characterised in that：The first level bar uses steel pipe.
- 6. high building top layer curtain wall frame according to claim 3, it is characterised in that：The diagonal web member, the second horizon bar, the 3rd Horizon bar, the 4th horizon bar, EPS mouldings suspension crossbeam and curtain wall suspension crossbeam use channel-section steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720697659.6U CN206844417U (en) | 2017-06-15 | 2017-06-15 | A kind of high building top layer curtain wall frame |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720697659.6U CN206844417U (en) | 2017-06-15 | 2017-06-15 | A kind of high building top layer curtain wall frame |
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| Publication Number | Publication Date |
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| CN206844417U true CN206844417U (en) | 2018-01-05 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201720697659.6U Active CN206844417U (en) | 2017-06-15 | 2017-06-15 | A kind of high building top layer curtain wall frame |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107035037A (en) * | 2017-06-15 | 2017-08-11 | 中冶建工集团有限公司 | High building top layer curtain wall frame and its installation method |
-
2017
- 2017-06-15 CN CN201720697659.6U patent/CN206844417U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107035037A (en) * | 2017-06-15 | 2017-08-11 | 中冶建工集团有限公司 | High building top layer curtain wall frame and its installation method |
| CN107035037B (en) * | 2017-06-15 | 2022-10-21 | 中冶建工集团有限公司 | Tower top curtain wall frame and mounting method thereof |
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