CN206844431U - A kind of curtain wall construction support - Google Patents

A kind of curtain wall construction support Download PDF

Info

Publication number
CN206844431U
CN206844431U CN201720696543.0U CN201720696543U CN206844431U CN 206844431 U CN206844431 U CN 206844431U CN 201720696543 U CN201720696543 U CN 201720696543U CN 206844431 U CN206844431 U CN 206844431U
Authority
CN
China
Prior art keywords
steel truss
suspension rod
roofing steel
curtain wall
roofing
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.)
Active
Application number
CN201720696543.0U
Other languages
Chinese (zh)
Inventor
张顺友
陈海荣
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Metallurgical Construction Engineering Group Co Ltd
Original Assignee
China Metallurgical Construction Engineering Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Metallurgical Construction Engineering Group Co Ltd filed Critical China Metallurgical Construction Engineering Group Co Ltd
Priority to CN201720696543.0U priority Critical patent/CN206844431U/en
Application granted granted Critical
Publication of CN206844431U publication Critical patent/CN206844431U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a kind of curtain wall construction support, including suspension rod, support bar, steel wire rope and roofing steel truss, the roofing steel truss length direction is set along parapet, and the suspension rod is two and is disposed on above roofing steel truss, and front and rear two of suspension rod stretch out roofing steel truss;The support bar is connected to above suspension rod and perpendicular to suspension rod, described steel wire rope one end and suspension rod rear portion are connected and the other end is connected with hanging basket;The upper surface of roofing steel truss is anterior to be provided with supporting construction between suspension rod, and the junction at the rear portion of roofing steel truss, suspension rod and support beam is equipped with the suspension rod position limiting structure for preventing that suspension rod from swinging;The front portion of the roofing steel truss is provided with curtain wall suspension holdfast, and the curtain wall suspension holdfast is set along roofing steel truss length direction and front portion exceeds parapet outer wall.This support intensity is high, and stability is good, is easy to curtain wall to install, and roofing steel truss is continuing with not removing as curtain wall frame after installing curtain wall, convenient later maintenance.

Description

A kind of curtain wall construction support
Technical field
Technical field of building construction is the utility model is related to, is specifically related to a kind of curtain wall construction support.
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 curtain wall at the top of high building needs down to install from top, during curtain wall at the top of high building of constructing, needs Hanging basket support is set at the top of high building to fix hanging basket, for hanging basket by steel wire hang on hanging basket support, hanging basket can be with work Industry requirement is lifted, and hanging basket support answers Simple And Practical, mostly according to engineering characteristic designed, designed.In the prior art on high building top Nearby secured curtain wall is more difficult for portion's parapet, generally requires and sets special stand to aid in installing curtain wall herein, existing Hanging basket support low intensity, stability to be mostly present poor, the problem of installing curtain wall inconvenience, needed after curtain wall construction complete Portion is removed, and needs during curtain wall later maintenance to reinstall hanging basket support, later maintenance inconvenience.
Utility model content
For deficiencies of the prior art, the purpose of this utility model is to propose a kind of Multifunctional curtain-wall construction Support, its intensity is high, and stability is good, is easy to curtain wall to install, and roofing steel truss is continuing with as curtain wall frame after installing curtain wall Do not remove, convenient later maintenance.
To achieve the above object, the technical solution adopted in the utility model is as follows:
A kind of curtain wall construction support, including suspension rod, support bar, steel wire rope and roofing steel truss, the roofing steel truss lean on Nearly parapet and length direction is parallel to parapet;The suspension rod is two and is disposed on above roofing steel truss, suspension rod It is anterior stretch out on front side of roofing steel truss, the front end of suspension rod is provided with the first fixed pulley, and roofing steel truss is stretched out at the rear portion of suspension rod Rear side is simultaneously provided with downward pull bar, and the lower end of the pull bar is provided with counterweight;The support bar is connected to above suspension rod and hung down Directly in suspension rod, post upper is provided with the second fixed pulley;Described steel wire rope one end connects with suspension rod rear portion, the steel wire rope other end Sequentially pass through after the second fixed pulley and the first fixed pulley straight down and be connected with hanging basket;The upper surface of the roofing steel truss with Boom rest structure is provided between suspension rod, the boom rest structure includes the first support beam and the second support beam, institute The first support beam is stated as parallel three and is set along roofing steel truss fore-and-aft direction, the anterior stretching of the first support beam On front side of roofing steel truss and rear portion is fixed with roofing steel truss, and second support beam is fixed along roofing steel truss length direction In the first support beam front upper surface, the suspension rod is along roofing steel truss width cross-arm in the second support beam;Institute The junction for stating the rear portion of roofing steel truss, suspension rod and the second support beam is equipped with the spacing knot of suspension rod for preventing that suspension rod from swinging Structure, the suspension rod position limiting structure include two spacing risers, and the spacing of the two spacing riser is adapted with suspension rod width, suspension rod position Between two spacing risers;The front portion of the roofing steel truss is provided with curtain wall suspension holdfast, and the curtain wall suspension holdfast is along room Face steel truss length direction is set and front portion exceeds parapet outer wall.
Further, roofing steel truss described in the utility model is rectangular parallelepiped structure, and roofing steel truss includes column, level Bar and diagonal web member, the column are arranged with two rows in parallel along parapet trend, and often row's column quantity is equal and often arranges phase in column Two adjacent column spacing are equal, and four root posts positioned at two row's column both ends form four vertical edges of roofing steel truss;It is described vertical Post lower end is fixedly connected with roofing, and the horizon bar includes first level bar and the second horizon bar, and the first level bar is along room Face steel truss length direction is arranged between two adjacent columns of two sides before and after roofing steel truss and between two adjacent columns Some are evenly arranged with from top to bottom, and the suspension rod position limiting structure at the rear portion of roofing steel truss is arranged on the first level of the top On bar;Second horizon bar is arranged between two adjacent columns along roofing steel truss width and is respectively positioned on roofing steel truss Frame upper end, the first support beam rear portion are fixed by bolt and the second horizon bar;The diagonal web member is wide along roofing steel truss Degree direction be arranged between two adjacent columns and be evenly arranged with from top to bottom between two adjacent columns some and Below the second horizon bar, two adjacent diagonal web members form V words between two adjacent columns of roofing steel truss fore-and-aft direction Shape, the v-shaped openings direction are the fore-and-aft direction of roofing steel truss.
Further, curtain wall suspension holdfast described in the utility model include the 3rd horizon bar and curtain wall suspension crossbeam, the 3rd The quantity of horizon bar is identical with the quantity for often arranging central post and corresponds, and every 3rd horizon bar is along roofing steel truss front and back To setting, the column of the 3rd horizontal rod rear end and correspondence position is fixed, and reinforcement structure is provided with the downside of every 3rd horizon bar Diagonal brace, the diagonal brace upper end are fixed with fixed and lower end in the middle part of corresponding 3rd horizon bar with corresponding column;The curtain wall suspended Crossbeam is hung to fix parallel to roofing steel truss length direction and with all 3rd 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, the first support beam described in the utility model, the second support beam, the second horizon bar and diagonal web member are equal Using channel-section steel.
Further, the upper weld of two adjacent spacing risers of the utility model prevents suspension rod from being swung in vertical direction Reinforcing bar.
Compared with prior art, the beneficial effects of the utility model are mainly reflected in:
1st, the roofing steel truss intensity in this support is high, and stability is good, and boom rest structure is set on roofing steel truss Carry out propping steeve, make suspension rod convenient to assemble and disassemble, and then be easy to curtain wall to install, being arranged on for this boom rest structure does not change roofing steel Bigger strong point adjustable range is obtained on the premise of truss width(The power arm of suspension rod adds when the strong point of suspension rod is moved forward Long, suspension rod can bear bigger weight), take full advantage of space, the roofing steel truss in this support as agent structure uses Do not remove and be continuing with as curtain wall frame afterwards, roofing steel truss, convenient later maintenance can be utilized during later maintenance;
2nd, the position limiting structure of this support prevents suspension rod from swinging, and makes hanging basket operation more stable, is advantageous to safe construction.
3rd, 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 Multifunctional curtain-wall construction bracket structural representation of the utility model embodiment;
Fig. 2 is Fig. 1 top view;
Fig. 3 is suspension rod position limiting structure schematic diagram.
In accompanying drawing, 1- roofing steel truss;2- suspension rods;3- support bars;4- boom rest structures;5- suspension rod position limiting structures;6- Steel wire rope;7- pull bars;8- hanging baskets;9- roofings;
11- columns;12- first level bars;The horizon bars of 13- second;14- diagonal web members;The horizon bars of 15- the 3rd;16- diagonal braces; 17- curtain walls hang crossbeam;18- curtain walls;The support beams of 41- first;The support beams of 42- second;71- counterweights;91- parapets.
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 Multifunctional curtain-wall construction bracket of the present embodiment, including roofing steel truss 1, suspension rod 2nd, support bar 3 and steel wire rope 6, the roofing steel truss 1 is close to parapet 91 and length direction is parallel to parapet 91.
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 91 are front.
As depicted in figs. 1 and 2, suspension rod 2 is two and is disposed on the top of roofing steel truss 1, and the front portion of suspension rod 2 is upwards Tilt and stretch out the front side of roofing steel truss 1, the front end of suspension rod 2 is provided with the first fixed pulley, and roofing steel truss is stretched out at the rear portion of suspension rod 2 The rear side of frame 1 is simultaneously provided with downward pull bar 7, and the lower end of the pull bar 7 is provided with counterweight 71;The support bar 3 is connected to suspension rod 2 Top is simultaneously provided with the second fixed pulley perpendicular to suspension rod 2, the upper end of support bar 3;Described one end of steel wire rope 6 connects with the rear portion of suspension rod 2, The other end of steel wire rope 6 is sequentially passed through after the second fixed pulley and the first fixed pulley with being connected straight down and with hanging basket 8.
As depicted in figs. 1 and 2, boom rest structure 4 is provided between the upper surface of the roofing steel truss 1 and suspension rod 2, The boom rest structure 4 includes the first support beam 41 and the second support beam 42, and first support beam 41 is parallel Three and set along the fore-and-aft direction of roofing steel truss 1, the first support beam 41 it is anterior stretch out the front side of roofing steel truss 1 and Rear portion is fixed with roofing steel truss 1, and second support, 42 beams are fixed on the first support beam along the length direction of roofing steel truss 1 41 front upper surfaces, the suspension rod 2 is along the width cross-arm of roofing steel truss 1 on horizontal 42 beams of the second support beam.
As shown in figure 3, the rear portion of the roofing steel truss 1, the junction of the support beam 42 of suspension rod 2 and second be equipped with it is anti- The only suspension rod position limiting structure 5 of the horizontal hunting of suspension rod 2, the suspension rod position limiting structure 5 include two spacing risers 51, and described two is spacing vertical The spacing of plate 51 is adapted with the width of suspension rod 2, suspension rod 2 between two spacing risers 51, adjacent two spacing risers 51 it is upper Portion is welded with the reinforcing bar 52 for preventing that suspension rod 2 from swinging in vertical direction.
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 91, 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 9, 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, the suspension rod position limiting structure 5 at the rear portion of roofing steel truss 1 is arranged on the of the top On one horizon bar 12;Second horizon bar 13 be arranged on along the width of roofing steel truss 1 between two adjacent columns 11 and The upper end of roofing steel truss 1 is respectively positioned on, the rear portion of the first support beam 41 is fixed by bolt and the second horizon bar 13;It is described oblique Web member 14 is arranged between two adjacent columns 11 along the width of roofing steel truss 1 and between two adjacent columns 11 from upper Down it is evenly arranged with some and is respectively positioned on the lower section of the second horizon bar 13, two adjacent columns of the fore-and-aft direction of roofing steel truss 1 Two adjacent diagonal web members 14 form V-shaped between 11, and the v-shaped openings direction is the fore-and-aft direction of roofing steel truss 1.
As shown in figure 3, the two spacing bottoms of riser 51 and first level bar 12 or support beam 4 when suspension rod position limiting structure 5 is installed Upper surface is welded, and between suspension rod 2 then is loaded into two spacing risers 51, suspension rod 2 welds again after loading between two spacing risers 51 Reinforcing bar 52 blocks suspension rod 2.Reinforcing bar 52 is cut when changing 2 position of suspension rod, dismounting is very convenient, leaves spacing riser 51 It can be continuing with when overhauling curtain wall future.
As depicted in figs. 1 and 2, the front portion of roofing steel truss 1 is provided with curtain wall suspension holdfast, the curtain wall suspension holdfast edge The length direction of roofing steel truss 1 is set and front portion exceeds the outer wall of parapet 91.Curtain wall suspension holdfast includes the He of the 3rd horizon bar 15 Curtain wall hangs crossbeam 17, and the quantity of the 3rd horizon bar 15 is identical with the quantity for often arranging central post 11 and corresponds, every 3rd Horizon bar 15 is set along the fore-and-aft direction of roofing steel truss 1, and the column 11 of the rear end of the 3rd horizon bar 15 and correspondence position is fixed, every The downside of 3rd horizon bar 15 is provided with the diagonal brace 16 of reinforcement structure, the upper end of diagonal brace 16 and the corresponding middle part of 3rd horizon bar 15 Fixed and lower end is fixed with corresponding column 11;The curtain wall hang crossbeam 17 parallel to the length direction of roofing steel truss 1 and with All front ends of 3rd horizon bar 15 are fixed.
In the present embodiment, column 11 uses H profile steel, and first level bar 12 uses steel pipe, the first support beam 41, second Support crossbeam 42, the second horizon bar 13 and diagonal web member 14 are made of channel-section steel.
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 (7)

1. a kind of curtain wall construction support, including suspension rod, support bar and steel wire rope, it is characterised in that:Also include roofing steel truss, institute Roofing steel truss is stated close to parapet and length direction is parallel to parapet;
The suspension rod is two and is disposed on above roofing steel truss that the anterior of suspension rod is stretched out on front side of roofing steel truss, is hung The front end of bar is provided with the first fixed pulley, and the rear portion of suspension rod is stretched out on rear side of roofing steel truss and is provided with downward pull bar, described The lower end of pull bar is provided with counterweight;The support bar is connected to above suspension rod and perpendicular to suspension rod, and post upper is provided with the Two fixed pulleys;Described steel wire rope one end is connected with suspension rod rear portion, and the steel wire rope other end, which sequentially passes through the second fixed pulley and first, to be determined It is connected straight down and with hanging basket after pulley;
It is provided with boom rest structure between the upper surface of the roofing steel truss and suspension rod, the boom rest structure includes the One support beam and the second support beam, first support beam is for parallel three and along roofing steel truss fore-and-aft direction Set, on front side of the anterior stretching roofing steel truss of the first support beam and rear portion is fixed with roofing steel truss, second support Crossbeam is fixed on the first support beam front upper surface along roofing steel truss length direction, and the suspension rod is along roofing steel truss width Direction cross-arm is in the second support beam;
The junction at the rear portion of the roofing steel truss, suspension rod and the second support beam is equipped with the suspension rod limit for preventing suspension rod from swinging Bit architecture, the suspension rod position limiting structure include two spacing risers, and the spacing of the two spacing riser is adapted with suspension rod width, hung Bar is between two spacing risers;
The front portion of the roofing steel truss is provided with curtain wall suspension holdfast, and the curtain wall suspension holdfast is along roofing steel truss length side Exceed parapet outer wall to setting and front portion.
2. curtain wall construction support according to claim 1, it is characterised in that:The 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 Two equal and often adjacent in row's column column spacing of quantity are equal, and four root posts positioned at two row's column both ends form roofing steel Four vertical edges of truss;The column lower end is fixedly connected with roofing, and the horizon bar includes first level bar and the second level 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 it is evenly arranged with some from top to bottom between two adjacent columns, the suspension rod position limiting structure at the rear portion of roofing steel truss is set Put on the first level bar of the top;Second horizon bar is arranged on two adjacent columns along roofing steel truss width Between and be respectively positioned on roofing steel truss upper end, the first support beam rear portion is fixed by bolt and the second horizon bar;It is described Diagonal web member be arranged on along roofing steel truss width between two adjacent columns and between two adjacent columns from top to bottom It is evenly arranged with some and is respectively positioned on below the second horizon bar, it is adjacent between two adjacent columns of roofing steel truss fore-and-aft direction Two diagonal web members form V-shaped, the v-shaped openings direction be roofing steel truss fore-and-aft direction.
3. curtain wall construction support according to claim 2, it is characterised in that:It is horizontal that the curtain wall suspension holdfast includes the 3rd Bar and curtain wall suspension crossbeam, the quantity of the 3rd horizon bar is identical with the quantity for often arranging central post and corresponds, every 3rd water Flat bar is set along roofing steel truss fore-and-aft direction, and the column of the 3rd horizontal rod rear end and correspondence position is fixed, and every 3rd horizontal Be provided with the diagonal brace of reinforcement structure on the downside of bar, the diagonal brace upper end and fixation in the middle part of corresponding 3rd horizon bar and lower end with it is corresponding Column fix;The curtain wall suspension crossbeam is consolidated parallel to roofing steel truss length direction and with all 3rd horizon bar front ends It is fixed.
4. curtain wall construction support according to claim 2, it is characterised in that:The column uses H profile steel.
5. curtain wall construction support according to claim 2, it is characterised in that:The first level bar uses steel pipe.
6. curtain wall construction support according to claim 2, it is characterised in that:First support beam, the second support are horizontal Beam, the second horizon bar and diagonal web member use channel-section steel.
7. curtain wall construction support according to claim 1, it is characterised in that:The upper weld of two adjacent spacing risers has The reinforcing bar for preventing suspension rod from being swung in vertical direction.
CN201720696543.0U 2017-06-15 2017-06-15 A kind of curtain wall construction support Active CN206844431U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720696543.0U CN206844431U (en) 2017-06-15 2017-06-15 A kind of curtain wall construction support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720696543.0U CN206844431U (en) 2017-06-15 2017-06-15 A kind of curtain wall construction support

Publications (1)

Publication Number Publication Date
CN206844431U true CN206844431U (en) 2018-01-05

Family

ID=60800575

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720696543.0U Active CN206844431U (en) 2017-06-15 2017-06-15 A kind of curtain wall construction support

Country Status (1)

Country Link
CN (1) CN206844431U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108952184A (en) * 2018-07-16 2018-12-07 江苏华欣装饰集团有限公司 A kind of assembled architecture decorative stone wood-based plate curtain wall mounting rack
CN112681714A (en) * 2021-03-03 2021-04-20 中国建筑一局(集团)有限公司 Construction method of steel wire rope lengthened rear support type hanging basket

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108952184A (en) * 2018-07-16 2018-12-07 江苏华欣装饰集团有限公司 A kind of assembled architecture decorative stone wood-based plate curtain wall mounting rack
CN108952184B (en) * 2018-07-16 2020-08-14 江苏华欣装饰集团有限公司 Assembled building decoration stone material wood-based plate curtain mounting bracket
CN112681714A (en) * 2021-03-03 2021-04-20 中国建筑一局(集团)有限公司 Construction method of steel wire rope lengthened rear support type hanging basket

Similar Documents

Publication Publication Date Title
CN206844431U (en) A kind of curtain wall construction support
CN105986664A (en) Hanging basket and roof reverse-hanging plate work platform including same
CN211341686U (en) Hanging basket support system
CN110748139B (en) Hanging basket support system
CN211173007U (en) Novel tripod of encorbelmenting
CN102061810B (en) Construction method of safe flat net positioned on periphery of building
CN206844432U (en) A kind of Multifunctional curtain-wall construction bracket
CN205577383U (en) Attached lifting scaffold
CN2876236Y (en) Suspension arm lifting scaffold
CN105926917B (en) Steel structure cornices exterior trim surface construction suspension platform and its building method and method for dismounting
CN213329955U (en) Flower basket diagonal rod type overhanging scaffold
CN209494204U (en) Suspension type steel ladder
CN206844417U (en) A kind of high building top layer curtain wall frame
CN205857660U (en) Steel structure cornices exterior finish construction suspension platform
CN206337801U (en) Large span is without modulus attachment type raise scaffold
CN2216104Y (en) Hanging lift scaffold
CN104818859B (en) The installation method of orbit traffic overhead station operation platform
CN215167849U (en) Double-limb beam string cable clamp installation operation platform
JP2020084477A (en) Device for mounting protective net in suspended scaffold
CN216276815U (en) Connecting assembly for hanging frame of building machine
CN211286560U (en) Spherical node suspension adjustable operation platform
CN107035037A (en) High building top layer curtain wall frame and its installation method
CN210420883U (en) Bridge construction crossbeam construction operation platform
CN215484552U (en) Construction hanging basket structure of roof frame structure
CN213418441U (en) Safety protection and operation platform for light production well

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant