CN109372274A - A kind of high-altitude wire frame installation system and its construction method - Google Patents
A kind of high-altitude wire frame installation system and its construction method Download PDFInfo
- Publication number
- CN109372274A CN109372274A CN201811542887.1A CN201811542887A CN109372274A CN 109372274 A CN109372274 A CN 109372274A CN 201811542887 A CN201811542887 A CN 201811542887A CN 109372274 A CN109372274 A CN 109372274A
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- wire frame
- altitude wire
- unloading
- long bolt
- altitude
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- 238000009434 installation Methods 0.000 title claims abstract description 33
- 238000010276 construction Methods 0.000 title claims abstract description 21
- 230000001360 synchronised effect Effects 0.000 claims abstract description 17
- 238000007599 discharging Methods 0.000 claims description 6
- 238000004519 manufacturing process Methods 0.000 claims description 6
- 239000003351 stiffener Substances 0.000 claims description 4
- 238000012856 packing Methods 0.000 claims description 3
- 230000005611 electricity Effects 0.000 claims 1
- 238000005096 rolling process Methods 0.000 claims 1
- 238000000034 method Methods 0.000 abstract description 4
- 239000000463 material Substances 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 6
- 238000010586 diagram Methods 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 230000003014 reinforcing effect Effects 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 235000014121 butter Nutrition 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 239000000314 lubricant Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Warehouses Or Storage Devices (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
High-altitude wire frame installation system disclosed by the invention includes the synchronization discharge mechanism for high-altitude wire frame to be installed to be sent to the slide device in unloading site to and is offloaded to high-altitude wire frame from unloading site installation site, slide device includes sliding rail, electric block and ice boots, sliding rail is arranged on company's wall column on the inside of structure outer, ice boots are arranged in sliding rail and can slide along sliding rail, and electric block connect with high-altitude wire frame by wirerope and draws high-altitude wire frame and slides in sliding rail.Synchronous discharge mechanism includes long bolt, support frame and rotating device, and long bolt is welded to connect on high-altitude wire frame, and support frame is erected on structure outer, and rotating device setting is threadedly coupled on the support frame and with long bolt.The system structure is simple, and process is easy to operate, and installation effectiveness is high, and good economy performance is not limited by construction site, is particularly suitable for the whole unloading of middle-size and small-size rack.
Description
Technical field
The present invention relates to high-altitude wire frame mounting technique field, specially a kind of high-altitude wire frame installation system and its construction party
Method.
Background technique
High-altitude wire frame is by plurality of rods part by node, the Spacial Frame Structures formed according to certain rule.High-altitude wire frame
In installation process, strict control installation quality, prevents accident.
Currently, high-altitude wire frame installation, which is typically employed in below construction area, sets up full hall scaffold, formed by scaffold
One workbench, construction personnel complete installation exercise on workbench.But it sets up full hall scaffold and needs consuming longer
Duration, and tube material is more, and construction cost is higher.Another kind be it is on the ground that high-altitude wire frame assembly is good, then adopt
With hanging device by high-altitude wire frame integral level or vertical lifting to installation site.Difficulty of construction is big for this mode, and
The weight of construction site and network frame hoisting unit is restricted.In addition, since high-altitude wire frame is among underground garage structure, it can not
It is installed using big machinery.
Summary of the invention
The purpose of the present invention is to provide a kind of high-altitude wire frame installation system and its construction methods, to solve to set up full hall foot
The hand cradle consuming duration is longer, needs more tube material, construction cost is higher；By high-altitude wire frame integral hoisting, there are difficulty of construction
Greatly, the weight of construction site and network frame hoisting unit is restricted；High-altitude wire frame is not available big among underground garage structure
The technical issues of type machinery is installed.
In order to solve the above technical problem, the present invention provides a kind of high-altitude wire frame installation systems, including being used for will be to be installed
High-altitude wire frame send to the slide device in unloading site and high-altitude wire frame be offloaded to the synchronization of installation site from unloading site
Discharge mechanism；
The slide device includes sliding rail, electric block and ice boots, and the sliding rail is arranged on company's wall column on the inside of structure outer,
The ice boots are arranged in sliding rail and can slide along sliding rail, and the electric block is connect simultaneously by wirerope with high-altitude wire frame
And traction high-altitude wire frame slides in sliding rail；
The synchronous discharge mechanism includes long bolt, support frame and rotating device, and the long bolt is welded to connect in high-altitude wire frame
On, support frame as described above is erected on structure outer, and the rotating device setting is threadedly coupled on the support frame and with long bolt.
Preferably, the rotating device includes:
Nut is unloaded, is threaded in outside long bolt；
Backing plate is unloaded, offers connecting hole thereon, the unloading nut is stuck in connecting hole and is fixedly connected with unloading backing plate；
Swing handle is connected on unloading backing plate, and when the swing handle rotates, the opposite unloading nut of the long bolt is transported up and down
It is dynamic, and then high-altitude wire frame is driven to move up and down.
Preferably, additional backing plate is additionally provided between unloading backing plate and the support frame.
Preferably, additional bolts are threaded on the long bolt above the unloading nut.
Preferably, the ice boots include:
Ice boots ontology, including two pieces of parallel baffles；
Idler wheel, quantity at least two, the idler wheel are equipped with idler wheel axis along central axes, and the idler wheel is horizontal by idler wheel axis
To being arranged between two block baffles, the bottom of idler wheel exceeds the bottom of baffle；
Locating fastener is arranged in the upper surface of two block baffles, forms card slot between the locating fastener and baffle.
Preferably, the locating fastener includes one piece of riser and one block of level board, between the level board, riser and baffle
Form card slot.
Preferably, positioning plate is equipped between the bottom of the baffle.
Preferably, attached stiffener is equipped between the baffle both ends.
In addition, the present invention also provides the construction methods of above-mentioned high-altitude wire frame installation system, comprising the following steps:
Step 1: production ice boots, the placement location of Deepen Design ice boots and unloading site；
Step 2: being spaced apart several ice boots in sliding rail, the net rack support of high-altitude wire frame is stuck in ice boots；
Step 3: the net rack support of the end of wirerope on electric block and high-altitude wire frame is connected, electric block draws high-altitude
Rack slides into unloading site；
Step 4: support frame is erected on the structure outer at unloading site；
Step 5: the bottom end of long bolt is welded in the bolt sphere of high-altitude wire frame；
Step 6: rotating device placement is threadedly coupled on the support frame and with long bolt；
Step 7: rotating in the forward direction the rotating device at each unloading site simultaneously, long bolt moved upwards, entire high-altitude wire frame by
Gradually promoted；
Step 8: packing up ice boots and sliding rail, while the rotating device at each unloading site is reversely rotated, long bolt is transported downwards
Dynamic, entire high-altitude wire frame is gradually reduced, and the embedded part at the net rack support of the high-altitude wire frame and existing high-altitude wire frame is assembled in one
It rises and forms entirety.
Preferably, it is 1~2 screw thread height that each discharging quantity of long bolt is controlled in the step 8, it is ensured that synchronizes and unloads
It carries.
Compared with prior art, it the features of the present invention and has the beneficial effect that
(1) high-altitude wire frame to be assembled is stuck in ice boots in the present invention, high-altitude wire frame is drawn to unloading position by electric block
Point, then makes discharge mechanism, by rotary motion device simultaneously, makes multiple unloading sites of rack while being promoted, then dropped
It falls, finally realizes the installation of high-altitude wire frame.Entire work progress is easy to operate, and installation effectiveness is high, and less personnel can be completed general
The installation of logical high-altitude wire frame unit.And it does not need not needing using scaffold is set up using large crane.
(2) structure of ice boots of the invention is simple, is easy to make, can Reusability, can be moved greatly using only a small amount of boots
Type high-altitude wire frame, narrow place especially highlights its dominance on construction ground.Ice boots are lightweight and convenient, are moved easily.
(3) the synchronization discharge mechanism of the invention discharging quantity each by control long bolt, realizes that multiple unloading sites are same
High-altitude wire frame, is slowly smoothly promoted or is dropped to designated position by step unloading.Synchronous discharge mechanism structure is simple, using existing
Leftover pieces can make, and can recycle, than large area using computer control synchronous hydra-ulic jacks it is cheap by 50% with
On.And synchronous discharge mechanism is not limited by construction site.
Detailed description of the invention
Fig. 1 is the Construction State schematic diagram of slide device.
Fig. 2 is the schematic view of the front view of ice boots.
Fig. 3 is the overlooking structure diagram of ice boots.
Fig. 4 is the side structure schematic view of ice boots.
Fig. 5 is the Construction State schematic diagram of synchronous discharge mechanism.
Fig. 6 is the schematic view of facade structure of synchronous discharge mechanism.
Fig. 7 is the planar structure schematic diagram of synchronous discharge mechanism.
Fig. 8 is the arrangement schematic diagram of slide device.
Fig. 9 is the arrangement schematic diagram of synchronous discharge mechanism.
Appended drawing reference: 1- slide device, 11- sliding rail, 12- electric block, 13- ice boots, 131- ice boots ontology, 1311- gear
Plate, 1312- positioning plate, the attached stiffener of 1313-, 132- idler wheel, 133- locating fastener, 1331- riser, 1332- level board, 134-
The synchronous discharge mechanism of idler wheel axis, 135- card slot, 14- wirerope, 2-, 21- long bolt, 22- support frame, 23- rotating device,
231- unloads nut, 232- unloading backing plate, 233- swing handle, 24- and adds backing plate, 25- additional bolts, 3- high-altitude wire frame, 31-
Net rack support, 32- bolt sphere, 4- structure outer, 5- unloading site, 6- connect wall column.
Specific embodiment
For realize the present invention technological means, character of innovation, reach purpose and effect is easy to understand, below to
Invention further illustrates.
The embodiment recorded herein is specific specific embodiment of the invention, for illustrating design of the invention,
Be it is explanatory and illustrative, should not be construed as the limitation to embodiment of the present invention and the scope of the invention.Except what is recorded herein
Outside embodiment, those skilled in the art can also based on the claim of this application book and specification disclosure of that using aobvious and
The other technical solutions being clear to, these technical solutions include using any obvious to making for the embodiment recorded herein
The technical solution of substitutions and modifications.
As shown in figure 1-9, a kind of high-altitude wire frame installation system, including for sending high-altitude wire frame (3) to be installed to unloading
It carries the slide device (1) of site (5) and high-altitude wire frame (3) is offloaded to the synchronous of installation site from unloading site (5) and unload
Device (2).
Slide device (1) includes sliding rail (11), electric block (12) and ice boots (13), and sliding rail (11) is arranged in structure outer
(4) on company's wall column (6) on the inside of, ice boots (13) are arranged in sliding rail (11) and can slide along sliding rail (11), electric block
(12) it is connect by wirerope (14) with high-altitude wire frame (3) and draws high-altitude wire frame (3) sliding in sliding rail (11).
Ice boots (13) include ice boots ontology (131), idler wheel (132) and locating fastener (133), and ice boots ontology (131) includes
Two pieces of parallel baffles (1311) are arranged between the bottom of two block baffles (1311) equipped with positioning plate (1312) and are arranged
Attached stiffener (1313) between two block baffles (1311) both ends.Idler wheel (132) at least two, idler wheel (132) is along axis
Line is equipped with idler wheel axis (134), and idler wheel (132) is horizontally installed between two block baffles (1311) by idler wheel axis (134), rolls
The both ends of wheel axis (134) are fixed with bolt.The bottom of idler wheel (132) exceeds the bottom of baffle (1311).Locating fastener (133)
For adjusting glide direction, prevent high-altitude wire frame (3) from skidding off sliding rail (11).Locating fastener (133) includes one piece of riser (1331)
With one piece of level board (1332), card slot (135) are formed between level board (1332), riser (1331) and baffle (1311).Ice boots
Ontology (131) using Q235B steel plate make, steel plate with a thickness of 20mm.Idler wheel (132) be rotating pin, material 40Cr,
Specification is 100mm.Idler wheel axis (134) is steel-casting.
Synchronous discharge mechanism (2) include long bolt (21), support frame (22), rotating device (23), additional backing plate (24) and
Additional bolts (25), long bolt (21) are welded to connect on high-altitude wire frame (3), and support frame (22) is erected on structure outer (4),
Rotating device (23) is arranged on support frame (22) and is threadedly coupled with long bolt (21).Unload backing plate (232) and support frame
(22) additional backing plate (24) are additionally provided between, for reinforcing fixed unloading backing plate (232).Unload the long spiral shell above nut (231)
Additional bolts (25) are threaded on bar (21), for reinforcing fixed unloading nut (231).Long bolt (21) is high-strength long spiral shell
Bolt, material are No. 45 steel, specification 35mm.Support frame (22) can be selected according to engineering characteristic, generally use H profile steel, material
Q235B。
Rotating device (23) includes unloading nut (231), unloading backing plate (232) and swing handle (233), unloads nut
(231) it is threaded in long bolt (21) outside.Connecting hole is offered in unloading backing plate (232), unloading nut (231) is stuck in connection
It is fixedly connected in hole and with unloading backing plate (232).Swing handle (233) is connected in unloading backing plate (232), swing handle
(233) when rotating, opposite unloading nut (231) of long bolt (21) moves up and down, and then high-altitude wire frame (3) is driven to move up and down.
Swing handle (233) is galvanized steel bar pipe, material Q345B, specification 35mm.Unload backing plate (232) and additional backing plate (24)
For steel plate, material Q235B.
The construction method of above-mentioned high-altitude wire frame installation system the following steps are included:
Step 1: production ice boots (13), the placement location of Deepen Design ice boots (13) and unloading site (5).Ice boots (13)
Production method are as follows: first according to design drawing production ice boots ontology (131) and locating fastener (133), idler wheel (132) is stuck in two pieces
Between baffle (1311), idler wheel axis (134) passes through the hole opened up on baffle (1311) and idler wheel (132), then solid with bolt
It is fixed.
Step 2: being applied on sliding rail (11) company's of being placed on wall column (6) or in individual steel column support in sliding rail (11)
Several ice boots (13) are spaced apart in sliding rail (11), by the net rack support of high-altitude wire frame (3) by the lubricants such as brush butter
(31) it is stuck in the card slot (135) of ice boots (13), so that high-altitude wire frame (3) is fixed in ice boots (13).
Step 3: even by the net rack support (31) of the end of wirerope (14) on electric block (12) and high-altitude wire frame (3)
It connects, electric block (12) traction high-altitude wire frame (3) slides into unloading site (5) in sliding rail (11).
Step 4: support frame (22) is erected on the structure outer (4) at unloading site (5).
Step 5: the bottom end of long bolt (21) is welded in the bolt sphere (32) of high-altitude wire frame (3).
Step 6: selecting the unloading nut (231) with long bolt (21) cooperation, connection will be opened up in unloading backing plate (232)
Unloading nut (231) is stuck in connecting hole and is welded and fixed, then welds swing handle in unloading backing plate (232) by hole
(233), the production of rotating device (23) is completed.Then rotating device (23) is placed on support frame (22) and and long bolt
(21) it is threadedly coupled.
Step 7: rotating in the forward direction the rotating device (23) at each unloading site (5) simultaneously, long bolt (21) is transported upwards
Dynamic, entire high-altitude wire frame (3) is gradually promoted.Controlling long bolt (21) each discharging quantity is 1~2 screw thread height, i.e., 1~
3mm, it is ensured that synchronous unloading.
Step 8: packing up ice boots (13) and sliding rail (11), while reversely rotating the rotating device at each unloading site (5)
(23), long bolt (21) moves downward, and entire high-altitude wire frame (3) is gradually reduced, by the high-altitude wire frame (3) and existing high-altitude wire frame
(3) the embedded part at net rack support (31) is bolted together to form entirety.Controlling long bolt (21) each discharging quantity is 1~2
A screw thread height, i.e. 1~3mm, it is ensured that synchronous unloading.
Above-mentioned high-altitude wire frame installation system can be incorporated in long 67.2m, the installation of the roofing spherical net brace of wide 42m.One group
High-altitude wire frame (3) has 26 unloading sites (5), can accurately control the balance between multiple devices, and control long bolt (21) is single
Secondary discharging quantity realizes the synchronous unloading in multiple unloading sites.
Above embodiment be only preferred embodiments of the present invention will be described, not to the scope of the present invention into
Row limits, and without departing from the spirit of the design of the present invention, those of ordinary skill in the art do technical solution of the present invention
Various changes and improvements out should all be fallen into the protection scope that claims of the present invention determines.
Claims (10)
1. a kind of high-altitude wire frame installation system, which is characterized in that including for sending high-altitude wire frame (3) to be installed to unloading position
The slide device (1) of point (5) and the synchronization discharge mechanism that high-altitude wire frame (3) is offloaded to installation site from unloading site (5)
(2)；
The slide device (1) includes sliding rail (11), electric block (12) and ice boots (13), and the sliding rail (11) is arranged in structure
On company's wall column (6) on the inside of exterior wall (4), the ice boots (13) are arranged in sliding rail (11) and can slide along sliding rail (11), institute
Electric block (12) are stated to connect with high-altitude wire frame (3) by wirerope (14) and draw high-altitude wire frame (3) in sliding rail (11)
Middle sliding；
The synchronous discharge mechanism (2) includes long bolt (21), support frame (22) and rotating device (23), the long bolt (21)
It is welded to connect on high-altitude wire frame (3), support frame as described above (22) is erected on structure outer (4), and the rotating device (23) sets
It sets on support frame (22) and is threadedly coupled with long bolt (21).
2. a kind of high-altitude wire frame installation system according to claim 1, it is characterised in that the rotating device (23) includes:
It unloads nut (231), is threaded in long bolt (21) outside；
It unloads backing plate (232), offers connecting hole thereon, the unloading nut (231) is stuck in connecting hole and pads with unloading
Plate (232) is fixedly connected；
Swing handle (233) is connected in unloading backing plate (232), when the swing handle (233) rotates, the long bolt
(21) opposite unloading nut (231) moves up and down, and then high-altitude wire frame (3) is driven to move up and down.
3. a kind of high-altitude wire frame installation system according to claim 2, it is characterised in that: the unloading backing plate (232) and
Additional backing plate (24) are additionally provided between support frame (22).
4. a kind of high-altitude wire frame installation system according to claim 2, it is characterised in that: on the unloading nut (231)
Additional bolts (25) are threaded on the long bolt (21) of side.
5. a kind of high-altitude wire frame installation system according to claim 1, it is characterised in that the ice boots (13) include:
Ice boots ontology (131), including two pieces of parallel baffles (1311)；
Idler wheel (132), quantity at least two, the idler wheel (132) are equipped with idler wheel axis (134) along central axes, the rolling
Wheel (132) is horizontally installed between two block baffles (1311) by idler wheel axis (134), and the bottom of idler wheel (132) exceeds baffle
(1311) bottom；
Locating fastener (133) is arranged in the upper surface of two block baffles (1311), the locating fastener (133) and baffle (1311)
Between formed card slot (135).
6. a kind of high-altitude wire frame installation system according to claim 5, it is characterised in that: locating fastener (133) packet
Include one piece of riser (1331) and one piece of level board (1332), the level board (1332), riser (1331) and baffle (1311) it
Between formed card slot (135).
7. a kind of high-altitude wire frame installation system according to claim 6, it is characterised in that: the bottom of the baffle (1311)
Between be equipped with positioning plate (1312).
8. a kind of high-altitude wire frame installation system according to claim 7, it is characterised in that: baffle (1311) both ends it
Between be equipped with attached stiffener (1313).
9. the construction method of high-altitude wire frame installation system described in any one according to claim 1~8, it is characterised in that including
Following steps:
Step 1: production ice boots (13), the placement location of Deepen Design ice boots (13) and unloading site (5)；
Step 2: being spaced apart several ice boots (13) in sliding rail (11), the net rack support (31) of high-altitude wire frame (3) is blocked
In ice boots (13)；
Step 3: the end of wirerope (14) on electric block (12) is connect with the net rack support (31) of high-altitude wire frame (3), electricity
Dynamic cucurbit (12) traction high-altitude wire frame (3) slides into unloading site (5)；
Step 4: support frame (22) is erected on the structure outer (4) at unloading site (5)；
Step 5: the bottom end of long bolt (21) is welded in the bolt sphere (32) of high-altitude wire frame (3)；
Step 6: rotating device (23) is placed on support frame (22) and is threadedly coupled with long bolt (21)；
Step 7: rotating in the forward direction the rotating device (23) at each unloading site (5) simultaneously, long bolt (21) is moved upwards, whole
A high-altitude wire frame (3) is gradually promoted；
Step 8: packing up ice boots (13) and sliding rail (11), while reversely rotating the rotating device at each unloading site (5)
(23), long bolt (21) moves downward, and entire high-altitude wire frame (3) is gradually reduced, by the high-altitude wire frame (3) and existing high-altitude wire frame
(3) the embedded part at net rack support (31) is bolted together to form entirety.
10. the construction method of high-altitude wire frame installation system according to claim 9, it is characterised in that: in the step 8
Controlling long bolt (21) each discharging quantity is 1~2 screw thread height, it is ensured that synchronous unloading.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811542887.1A CN109372274B (en) | 2018-12-17 | 2018-12-17 | High-altitude net rack installation system and construction method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811542887.1A CN109372274B (en) | 2018-12-17 | 2018-12-17 | High-altitude net rack installation system and construction method thereof |
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| CN109372274A true CN109372274A (en) | 2019-02-22 |
| CN109372274B CN109372274B (en) | 2023-12-01 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110230391A (en) * | 2019-06-13 | 2019-09-13 | 杜希田 | Scaffold is used in a kind of construction of high-altitude |
| CN117513764A (en) * | 2024-01-08 | 2024-02-06 | 北京建工集团有限责任公司 | Sliding method with installation position lower than sliding rail |
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| CN110230391A (en) * | 2019-06-13 | 2019-09-13 | 杜希田 | Scaffold is used in a kind of construction of high-altitude |
| CN110230391B (en) * | 2019-06-13 | 2021-09-10 | 天津九为实业有限公司 | Scaffold for high-altitude construction |
| CN117513764A (en) * | 2024-01-08 | 2024-02-06 | 北京建工集团有限责任公司 | Sliding method with installation position lower than sliding rail |
| CN117513764B (en) * | 2024-01-08 | 2024-04-12 | 北京建工集团有限责任公司 | Sliding method with installation position lower than sliding rail |
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