CN107780661A - A kind of towed accumulation slippage Construction of The Grids devices and methods therefor in high-altitude - Google Patents
A kind of towed accumulation slippage Construction of The Grids devices and methods therefor in high-altitude Download PDFInfo
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- CN107780661A CN107780661A CN201610714809.XA CN201610714809A CN107780661A CN 107780661 A CN107780661 A CN 107780661A CN 201610714809 A CN201610714809 A CN 201610714809A CN 107780661 A CN107780661 A CN 107780661A
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- seat
- piston shoes
- hauling machine
- towed
- grids
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/162—Handles to carry construction blocks
Abstract
The invention provides a kind of towed accumulation slippage Construction of The Grids devices and methods therefor in high-altitude, and device includes traction component, slide assemblies and splicing sliding device；The traction component includes hauling machine and the pull rope being connected with hauling machine output end；The slide assemblies include piston shoes steelframe and piston shoes seat, and the piston shoes steelframe is provided with sliding rail, and the piston shoes seating is slidably matched on the sliding rail and with it, and the end of sliding rail is provided with hauling machine on neighbouring piston shoes steelframe.Construction method described in the invention can not only be by the quickly and easily assembled completion of huge rack system, the stress being subject between grid structure can also be reduced because of using trail-type assembling method, the point of application that the stability of grid structure is provided and slid by the use of the node of grid structure in itself as rack, scheme more safe ready.
Description
Technical field
The invention belongs to Construction of The Grids field, is filled more particularly, to a kind of towed accumulation slippage Construction of The Grids in high-altitude
Put and its method.
Background technology
Rack has the advantages that space-load, in light weight, rigidity is big, anti-seismic performance is good, therefore is usually used in gymnasium, film and drama
Institute, show room, Waiting Lounge, Stadium canopy, hangar, two-way roof system of the huge pillar grid structure away from buildings such as workshops.
The rod member quantity intersected at for grid structure on node is more, and fabrication and installation are complicated compared with planar structure, therefore root
There are many rack installation methods according to different grid structure forms, it can substantially be divided into：The assembling in place of installation on ground and high-altitude
Two major classes, because construction site, structure scale of construction etc. limit, high-altitude in bulk, segmented assembly in place, accumulation slippage turn at this stage
Conventional construction method；And accumulation slippage at this stage uses the slip mode of pushing tow more, the assembly of this mode is for rack
The stress of structure in itself is all bigger, and many unpredictable consequences can be caused to produce.
The content of the invention
In view of this, the invention is directed to a kind of towed accumulation slippage Construction of The Grids device in high-altitude, to solve
The constructing device of installation process is completed using the mode of traction when assembled grid structure.
To reach above-mentioned purpose, what the technical scheme of the invention was realized in：
A kind of towed accumulation slippage Construction of The Grids device in high-altitude, it includes traction component, slide assemblies and splicing sliding
Device；
The traction component includes hauling machine and the pull rope being connected with hauling machine output end；
The slide assemblies include piston shoes steelframe and piston shoes seat, and the piston shoes steelframe is provided with sliding rail, the piston shoes
Seating is slidably matched on the sliding rail and with it, and the end of sliding rail is provided with traction on the neighbouring piston shoes steelframe
Machine；
The splicing sliding device includes tensioning seat, node bearing and traction locking frame, the tensioning seat and the piston shoes seat
It is detachably connected, the tensioning seat is provided with cross node bearing, and locking hole, the traction are provided with the node bearing
Locking frame is detachably connected by the locking hole and node bearing, and the traction locking frame is connected with pull rope.
Further, in addition to the splicing sliding device dismounting seat coordinated, the dismounting seat are the U of both ends open formula
Shaped steel frame, one end of the dismounting seat are detachably connected and dismantled the U that seat is dismantled when seat is connected with node bearing with node bearing
It is relative that position with piston shoes seat is set up in type mouth position.
Further, width passes through and is gradually reduced between the dismounting wall of seat two, and width it is minimum one
End is detachably connected with node bearing.
Further, the deep-slotted chip breaker to cave inward is provided with the right-angled intersection of the node bearing, this deep-slotted chip breaker is set
Vertical purpose is to preferably stablize the node for being used to connect in unit truss.
Further, the tensioning seat is separated into four parts and each part and is provided with fixed spiral shell by the node bearing
Hole, the tensioning seat are detachably connected by screwing in fixing bolt in fixing threaded hole with piston shoes seat, and so design, which ensure that, opens
Pulling seat is connected more stable with piston shoes seat.
Further, the piston shoes steelframe is H profile steel, and sliding rail is used as by the use of the steel tank of H profile steel.
Further, the traction locking frame is U-shaped steel part, and connecting hole is provided with the traction locking frame bottom, described to lead
Messenger is placed in traction locking frame and linked closely by Steel wire rope lock through the connecting hole and is connected with traction locking frame.
Relative to prior art, the towed accumulation slippage Construction of The Grids device in a kind of high-altitude described in the invention has
Following advantage：
The combination of traction component, slide assemblies and splicing sliding device described in the invention, which is set up, can ensure that rack exists
Reach assembled purpose using effective cooperation of tractive force and frictional force in splicing, while also as each zero in the present apparatus
The combining form of part is more convenient, therefore can save many engineering times, and dismantling setting up for seat can realize that assembly is good
The effect that slide assemblies afterwards are quickly withdrawn.
The another object of the invention is to propose a kind of towed accumulation slippage Construction of The Grids method in high-altitude, to solve
The problem of rack quickly splices and spliced structure is relatively stable.
To reach above-mentioned purpose, what the technical scheme of the invention was realized in：
A kind of towed accumulation slippage Construction of The Grids method in high-altitude, its specific steps：
First step, overlaps a platform for lining in the section both sides for needing assembled rack respectively, on each platform for lining
One end is mounted on prelocalization post, and the other end is provided with the rear locating dowel coordinated with the prelocalization post, before rear locating dowel
Limited post is also equipped with, the towing pad worn and penetrated for pull rope is provided with limited post；
Second step, being set up in the middle part of the section for needing assembled rack has multiple support columns, solid on each support column
Surely there is the interim support with grid node form fit；
Third step, the piston shoes steelframe in slide assemblies is placed on platform for lining, is provided with least on the piston shoes steelframe
One piston shoes seat, splicing sliding device is fixed on piston shoes seat；
Four steps, hauling machine is respectively provided with each platform for lining and hauling machine is fixed in rear locating dowel, on hauling machine
Pull rope be connected with the traction locking frame on splicing sliding device through towing pad and ensure that pull rope is straight condition；
5th step, it is necessary to which the rack of splicing is divided into multiple unit trusses, by riding upon splicing slided by a unit truss
After the node bearing moved on device home position is pulled away from the tractive force that hauling machine provides；
6th step, a piston shoes seat is reapposed on piston shoes steelframe, and splicing sliding device is fixed with piston shoes seat, so
Overlap a new unit truss again afterwards, while the unit truss of this unit truss and last overlap joint is passed through into connecting rod
Connect, the unit truss one that the new unit truss overlapped has overlapped under the tractive force that hauling machine provides with before afterwards
Rise towards the position of hauling machine and move a segment distance；
7th step, unit truss in splicing in need repeat to stop hauling machine after the 6th step；
8th step, the connection between piston shoes seat and tensioning seat is removed, then dismounting seat is connected on node bearing；
9th step, by jack be placed on dismounting seat in and by the power that the jack provides will splice sliding device it is thorough
Bottom departs from piston shoes seat；
Tenth step, slide assemblies are removed, jack bounces back and drives splicing sliding device to be placed on platform for lining afterwards,
Finally detach jack.
Further, being constantly spliced in the section for needing assembled rack with unit truss, the section in unit truss
Point can come the position that support column is set up in second step, and now the interim support on support column will hold to be located at and need to splice net
Unit truss in the middle part of the section of frame.
Further, assembled unit truss is ordered as power that the unit truss of odd number is provided by hauling machine and movement
The power provided apart from the unit truss that even numbers is ordered as assembled unit truss by hauling machine is and two points of the distance of movement
One of.
Relative to prior art, a kind of towed accumulation slippage Construction of The Grids method in high-altitude described in the invention has
Following advantage：
Construction method described in the invention can not only be by the quickly and easily assembled completion of huge rack system, moreover it is possible to
Because reduce the stress being subject between grid structure using trail-type assembling method, there is provided the stability of grid structure and
The point of application slid by the use of the node of grid structure in itself as rack, scheme more safe ready；
And large-size net rack structure can be effectively ensured in center section in the support column and interim support set up in the middle part of section
Degree of firmly installing.
Brief description of the drawings
The accompanying drawing for forming the part of the invention is used for providing further understanding the invention, present invention wound
The schematic description and description made is used to explain the invention, does not form the improper restriction to the invention.
In accompanying drawing：
Fig. 1 is the towed accumulation slippage Construction of The Grids device overall structure in a kind of high-altitude described in the invention embodiment
Schematic diagram；
Fig. 2 is A-A partial enlarged drawings in Fig. 1；
Fig. 3 is the dismounting holder structure schematic diagram described in the invention embodiment.
Description of reference numerals：
1- platform for lining, 2- prelocalization posts, locating dowel after 3-, 4- limited posts, 41- towing pads, 5- pull ropes, 6- piston shoes steel
Frame, 7- support columns, 8- are held in the palm temporarily, 9- nodes, 10- traction locking framves, 11- piston shoes seats, 12- node bearings, 13- tensioning seats, 14-
Dismantle seat, 15- jack.
Embodiment
It should be noted that in the case where not conflicting, the feature in embodiment and embodiment in the invention can
To be mutually combined.
Describe the invention in detail below with reference to the accompanying drawings and in conjunction with the embodiments.
A kind of as shown in figure 1, towed accumulation slippage Construction of The Grids device in high-altitude, it is characterised in that：Including traction component,
Slide assemblies and splicing sliding device.
The traction component includes hauling machine and the pull rope 5 being connected with hauling machine output end.
As shown in Fig. 2 the slide assemblies include piston shoes steelframe 6 and piston shoes seat 11, the piston shoes steelframe 6, which is provided with, to be slided
Track, the piston shoes seat 11 are placed on the sliding rail and are slidably matched with it, sliding rail on the neighbouring piston shoes steelframe 6
End is provided with hauling machine, and the piston shoes steelframe 6 is H profile steel；
The splicing sliding device includes tensioning seat 13, node bearing 12 and traction locking frame 10, the tensioning seat 13 and institute
State piston shoes seat 11 to be detachably connected, the tensioning seat 13 is provided with cross node bearing 12, opens on the node bearing 12
There is locking hole, the traction locking frame 10 is detachably connected by the locking hole and node bearing 12, the traction locking frame
10 are connected with pull rope 5, and the deep-slotted chip breaker to cave inward is provided with the right-angled intersection of the node bearing 12；
The tensioning seat 13 is separated into four parts and each part and is provided with fixing threaded hole by the node bearing 12, institute
Tensioning seat 13 is stated by screwing in fixing bolt in fixing threaded hole to be detachably connected with piston shoes seat 11.
As shown in figure 3, also including the dismounting seat 14 coordinated with the splicing sliding device, the dismounting seat 14 is both ends open
The U-shaped steel frame of formula, one end of the dismounting seat 14 is detachably connected with node bearing 12 and dismantles seat 14 to be connected with node bearing 12
U-shaped mouth position and the piston shoes seat 11 of seat 14 is dismantled when connecing, and to set up position relative, and the width of dismantling between 14 liang of walls of seat is from one
The other end is held to be gradually reduced, and one end of width minimum is detachably connected with node bearing 12, such mode can ensure
The placement location of jack is more stable.
Use a kind of towed accumulation slippage Construction of The Grids method in high-altitude of above-mentioned constructing device, its specific steps：
First step, overlaps a platform for lining 1 in the section both sides for needing assembled rack respectively, on each platform for lining 1
One end be mounted on prelocalization post 2, and the other end is provided with the rear locating dowel 3 coordinated with the prelocalization post 2, in rear positioning
Limited post 4 is also equipped with before post 3, the towing pad 41 worn and penetrated for pull rope 5 is provided with limited post 4；
Second step, being set up in the middle part of the section for needing assembled rack has multiple support columns 7, on each support column 7
The interim support 8 with the form fit of grid node 9 is fixed with, the effect of interim support 8 can also be adjusted suitably in the middle part of section
Unit truss it is high-end；
Third step, the piston shoes steelframe 6 in slide assemblies is placed on platform for lining 1, be provided with the piston shoes steelframe 6 to
A few piston shoes seat 11, splicing sliding device is fixed on piston shoes seat 11；
Four steps, hauling machine is respectively provided with each platform for lining 1 and hauling machine is fixed in rear locating dowel 3, hauling machine
On pull rope 5 through towing pad 41 and with splicing sliding device on traction locking frame 10 be connected and ensures pull rope 5 be stretch
State；
5th step, it is necessary to which the rack of splicing is divided into multiple unit trusses, by riding upon splicing slided by a unit truss
After the node bearing 12 moved on device home position is pulled away from the tractive force that hauling machine provides；
6th step, a piston shoes seat 11 is reapposed on piston shoes steelframe 6, and splicing sliding is fixed with piston shoes seat 11
Device, a new unit truss is then overlapped again, while the unit truss of this unit truss and last time overlap joint is passed through
Connecting rod connects, the rack that the new unit truss overlapped has overlapped under the tractive force that hauling machine provides with before afterwards
Unit moves a segment distance towards the position of hauling machine together；
7th step, unit truss in splicing in need repeat to stop hauling machine after the 6th step；With net
Frame unit is constantly spliced in the section for needing assembled rack, and the node 9 in unit truss, which can be come in second step, to be supported
The position that post 7 is set up, now the interim support 8 on support column 7 will hold positioned at need splice rack section in the middle part of rack
Unit；
8th step, the connection between piston shoes seat 11 and tensioning seat 13 is removed, dismounting seat 14 is then connected to node branch
On seat 12；
9th step, jack 15 is placed in dismounting seat 14 and will spliced by the power that the jack 15 provides and is slided
Move device and thoroughly depart from piston shoes seat 11；
Tenth step, slide assemblies are removed, jack 15 bounces back and drives splicing sliding device to be placed into platform for lining 1 afterwards
On, finally detach jack 15.
The power that the unit truss that assembled unit truss is ordered as odd number is provided by hauling machine is spelling and the distance of movement
The power that the unit truss that dress unit truss is ordered as even numbers is provided by hauling machine is and the half of the distance of movement.
Now arranged according to above-mentioned construction method and illustrated for a specific example：
Building for competition roof system planar dimension is 64mx70m, and both ends are encorbelmented, and maximum is encorbelmented 3.6m, post away from 8.4m, part 4.2m,
Roofing is double-slope roof, the gradient 5%；
Steel structural roof uses bolt-ball net frame structure, and grid structure uses orthogonal quadrangular pyramid, and the longitudinal length of roof system is
70.8m, grid key dimension are 4.5m × 4.2m, string branch rack interior thickness 4.2m；
When starting to overlap unit truss using platform for lining 1, spelled after typically using two unit trusses assembly good
One group of two unit truss is loaded, next unit truss and a mobile distance are connected after single unit truss assembly is good
(4.2m), then next unit truss is thoroughly supported on piston shoes steelframe 6, now hauling machine moves two distances
The next group of assembled work for possessing two unit trusses is carried out after (8.4m) again.
The preferred embodiment of the invention is the foregoing is only, is not intended to limit the invention creation, it is all at this
Within the spirit and principle of innovation and creation, any modification, equivalent substitution and improvements made etc., the invention should be included in
Protection domain within.
Claims (9)
- A kind of 1. towed accumulation slippage Construction of The Grids device in high-altitude, it is characterised in that：Including traction component, slide assemblies and spelling Connect sliding device；The traction component includes hauling machine and the pull rope (5) being connected with hauling machine output end；The slide assemblies include piston shoes steelframe (6) and piston shoes seat (11), and the piston shoes steelframe (6) is provided with sliding rail, institute Piston shoes seat (11) is stated to be placed on the sliding rail and be slidably matched with it, the sliding rail on the neighbouring piston shoes steelframe (6) End is provided with hauling machine；The splicing sliding device includes tensioning seat (13), node bearing (12) and traction locking frame (10), the tensioning seat (13) It is detachably connected with the piston shoes seat (11), the tensioning seat (13) is provided with cross node bearing (12), in the node Locking hole is provided with bearing (12), the traction locking frame (10) is detachably connected by the locking hole and node bearing (12) Connect, the traction locking frame (10) is connected with pull rope (5).
- A kind of 2. towed accumulation slippage Construction of The Grids device in high-altitude according to claim 1, it is characterised in that：Also include The dismounting seat (14) coordinated with the splicing sliding device, it is described to dismantle the U-shaped steel frame that seat (14) is both ends open formula, the dismounting One end of seat (14), which is detachably connected with node bearing (12) and dismantled when seat (14) is connected with node bearing (12), dismantles seat (14) it is relative that position with piston shoes seat (11) is set up in U-shaped mouth position.
- A kind of 3. towed accumulation slippage Construction of The Grids device in high-altitude according to claim 1, it is characterised in that：It is described to tear open Unload width between the wall of seat (14) two and pass through and be gradually reduced, and the minimum one end of width and node bearing (12) are removable Unload connection.
- A kind of 4. towed accumulation slippage Construction of The Grids device in high-altitude according to claim 1, it is characterised in that：The section The deep-slotted chip breaker to cave inward is provided with the right-angled intersection of point bearing (12).
- A kind of 5. towed accumulation slippage Construction of The Grids device in high-altitude according to claim 1, it is characterised in that：The section The tensioning seat (13) is separated into four parts and each part by point bearing (12) is provided with fixing threaded hole, the tensioning seat (13) it is detachably connected by screwing in fixing bolt in fixing threaded hole with piston shoes seat (11).
- A kind of 6. towed accumulation slippage Construction of The Grids device in high-altitude according to claim 1, it is characterised in that：The cunning Boots steelframe (6) is H profile steel.
- 7. a kind of towed accumulation slippage Construction of The Grids method in high-altitude of constructing device in usage right requirement 1, it is characterised in that： Specific steps：First step, overlaps a platform for lining (1) in the section both sides for needing assembled rack respectively, on each platform for lining (1) One end be mounted on prelocalization post (2), and the other end is provided with the rear locating dowel (3) coordinated with the prelocalization post (2), Limited post (4) is also equipped with before locating dowel (3) afterwards, is provided with limited post (4) and wears the towing pad penetrated (41) for pull rope (5)；Second step, being set up in the middle part of the section for needing assembled rack has multiple support columns (7), on each support column (7) It is fixed with and the interim support (8) of grid node (9) form fit；Third step, the piston shoes steelframe (6) in slide assemblies is placed on platform for lining (1), is provided with the piston shoes steelframe (6) At least one piston shoes seat (11), splicing sliding device is fixed on piston shoes seat (11)；Four steps, hauling machine is respectively provided with each platform for lining (1) and hauling machine is fixed in rear locating dowel (3), hauling machine On pull rope (5) be connected with the traction locking frame (10) on splicing sliding device through towing pad (41) and ensure pull rope (5) it is straight condition；For 5th step, it is necessary to which the rack of splicing is divided into multiple unit trusses, a unit truss is located at splicing sliding device by putting On node bearing (12) after with hauling machine provide tractive force and be pulled away from home position；6th step, a piston shoes seat (11) is reapposed on piston shoes steelframe (6), and splicing is fixed with piston shoes seat (11) and is slided Device is moved, then overlaps a new unit truss again, while the unit truss of this unit truss and last time overlap joint is led to Cross connecting rod to connect, the net that the new unit truss overlapped has overlapped under the tractive force that hauling machine provides with before afterwards Frame unit moves a segment distance towards hauling machine position together；7th step, unit truss in splicing in need repeat to stop hauling machine after the 6th step；8th step, the connection between piston shoes seat (11) and tensioning seat (13) is removed, dismounting seat (14) is then connected to node On bearing (12)；9th step, jack (15) are placed in dismounting seat (14) and will spliced by the power that the jack (15) provides and slided Move device and thoroughly depart from piston shoes seat (11)；Tenth step, slide assemblies are removed, jack (15) bounces back and drives splicing sliding device to be placed into platform for lining (1) afterwards On, finally detach jack (15).
- 8. a kind of towed accumulation slippage Construction of The Grids method in high-altitude according to claim 7, it is characterised in that：With net Frame unit is constantly spliced in the section for needing assembled rack, and the node (9) in unit truss, which can be come in second step, to be propped up The position that dagger (7) is set up, now the interim support (8) on support column (7), which will be held, is located in the section for needing splicing rack The unit truss in portion.
- 9. a kind of towed accumulation slippage Construction of The Grids method in high-altitude according to claim 7, it is characterised in that：Assembled net The power that the unit truss that frame unit is ordered as odd number is provided by hauling machine sorts and the distance of movement for assembled unit truss The power provided by hauling machine for the unit truss of even numbers is and the half of the distance of movement.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610714809.XA CN107780661B (en) | 2016-08-24 | 2016-08-24 | High-altitude traction type accumulated sliding grid construction device and method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610714809.XA CN107780661B (en) | 2016-08-24 | 2016-08-24 | High-altitude traction type accumulated sliding grid construction device and method |
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| CN107780661B CN107780661B (en) | 2023-07-07 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109372274A (en) * | 2018-12-17 | 2019-02-22 | 北京城建集团有限责任公司 | A kind of high-altitude wire frame installation system and its construction method |
Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07238626A (en) * | 1994-02-28 | 1995-09-12 | Hajime Tanaka | Opening and closing type roof |
| JPH09273311A (en) * | 1996-04-05 | 1997-10-21 | Shimizu Corp | Construction method for structure |
| CN1584263A (en) * | 2004-06-03 | 2005-02-23 | 上海拜特钢结构设计有限公司 | Steel-structure truss high-altitude arc sliding installing method |
| NL1033294A1 (en) * | 2007-01-28 | 2007-05-25 | Gerrit Wilem Vloedgraven | Hoisting tools for hoisting, and placing reinforcement mats one by one. |
| CN201158944Y (en) * | 2007-12-28 | 2008-12-03 | 浙江东南网架股份有限公司 | Support ball node slipping device of arched network frame accumulation slippage method |
| CN201411898Y (en) * | 2009-04-02 | 2010-02-24 | 湖南省第五工程有限公司 | Sliding scaffold for high-altitude installation of steel net network frame structure |
| CN101775907A (en) * | 2010-01-22 | 2010-07-14 | 北京首钢建设集团有限公司 | Space truss structure aerial pairing integral slide installation method |
| CN103410335A (en) * | 2013-08-30 | 2013-11-27 | 南通八建集团有限公司 | Front-supporting rear-pulling large cantilevered beam overall-embedded type hoisting construction method |
| JP2014025282A (en) * | 2012-07-27 | 2014-02-06 | Kajima Corp | Erection method of beam member |
| CN203430064U (en) * | 2013-08-22 | 2014-02-12 | 中国十七冶集团有限公司 | Base of sliding assembling jig frame for mounting large-span steel structure roof primary truss |
| CN104594642A (en) * | 2014-12-09 | 2015-05-06 | 中国化学工程第三建设有限公司 | Large-span net rack aloft pairing, installing and overall horizontal moving method |
| CN105113693A (en) * | 2015-07-07 | 2015-12-02 | 江苏沪宁钢机股份有限公司 | Slope roof truss slide composition and construction method thereof |
| CN206016285U (en) * | 2016-08-24 | 2017-03-15 | 中冶天工集团天津有限公司 | A kind of towed accumulation slippage Construction of The Grids device in high-altitude |
-
2016
- 2016-08-24 CN CN201610714809.XA patent/CN107780661B/en active Active
Patent Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07238626A (en) * | 1994-02-28 | 1995-09-12 | Hajime Tanaka | Opening and closing type roof |
| JPH09273311A (en) * | 1996-04-05 | 1997-10-21 | Shimizu Corp | Construction method for structure |
| CN1584263A (en) * | 2004-06-03 | 2005-02-23 | 上海拜特钢结构设计有限公司 | Steel-structure truss high-altitude arc sliding installing method |
| NL1033294A1 (en) * | 2007-01-28 | 2007-05-25 | Gerrit Wilem Vloedgraven | Hoisting tools for hoisting, and placing reinforcement mats one by one. |
| CN201158944Y (en) * | 2007-12-28 | 2008-12-03 | 浙江东南网架股份有限公司 | Support ball node slipping device of arched network frame accumulation slippage method |
| CN201411898Y (en) * | 2009-04-02 | 2010-02-24 | 湖南省第五工程有限公司 | Sliding scaffold for high-altitude installation of steel net network frame structure |
| CN101775907A (en) * | 2010-01-22 | 2010-07-14 | 北京首钢建设集团有限公司 | Space truss structure aerial pairing integral slide installation method |
| JP2014025282A (en) * | 2012-07-27 | 2014-02-06 | Kajima Corp | Erection method of beam member |
| CN203430064U (en) * | 2013-08-22 | 2014-02-12 | 中国十七冶集团有限公司 | Base of sliding assembling jig frame for mounting large-span steel structure roof primary truss |
| CN103410335A (en) * | 2013-08-30 | 2013-11-27 | 南通八建集团有限公司 | Front-supporting rear-pulling large cantilevered beam overall-embedded type hoisting construction method |
| CN104594642A (en) * | 2014-12-09 | 2015-05-06 | 中国化学工程第三建设有限公司 | Large-span net rack aloft pairing, installing and overall horizontal moving method |
| CN105113693A (en) * | 2015-07-07 | 2015-12-02 | 江苏沪宁钢机股份有限公司 | Slope roof truss slide composition and construction method thereof |
| CN206016285U (en) * | 2016-08-24 | 2017-03-15 | 中冶天工集团天津有限公司 | A kind of towed accumulation slippage Construction of The Grids device in high-altitude |
Non-Patent Citations (8)
| Title |
|---|
| 李晓润等: "首都经济贸易大学体育馆钢结构网架滑移施工安装技术", 《钢结构》 * |
| 李晓润等: "首都经济贸易大学体育馆钢结构网架滑移施工安装技术", 《钢结构》, no. 05, 22 May 2011 (2011-05-22) * |
| 王中军: "大跨度钢结构屋盖累积滑移方案设计与分析", 《铁道建筑技术》 * |
| 王中军: "大跨度钢结构屋盖累积滑移方案设计与分析", 《铁道建筑技术》, no. 01, 20 January 2010 (2010-01-20) * |
| 董雪等: "唐山文丰集团板坯连铸机工程地下料仓深基坑支护技术", 《施工技术》 * |
| 董雪等: "唐山文丰集团板坯连铸机工程地下料仓深基坑支护技术", 《施工技术》, 30 June 2016 (2016-06-30) * |
| 袁润权: "某游泳馆屋面钢结构主桁架累积滑移、整体落位技术", 《中国新技术新产品》 * |
| 袁润权: "某游泳馆屋面钢结构主桁架累积滑移、整体落位技术", 《中国新技术新产品》, no. 11, 10 June 2009 (2009-06-10) * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109372274A (en) * | 2018-12-17 | 2019-02-22 | 北京城建集团有限责任公司 | A kind of high-altitude wire frame installation system and its construction method |
| CN109372274B (en) * | 2018-12-17 | 2023-12-01 | 北京城建集团有限责任公司 | High-altitude net rack installation system and construction method thereof |
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