CN105672638B - A kind of scaffold and rack installation method of band support sliding - Google Patents
A kind of scaffold and rack installation method of band support sliding Download PDFInfo
- Publication number
- CN105672638B CN105672638B CN201610087819.5A CN201610087819A CN105672638B CN 105672638 B CN105672638 B CN 105672638B CN 201610087819 A CN201610087819 A CN 201610087819A CN 105672638 B CN105672638 B CN 105672638B
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- CN
- China
- Prior art keywords
- scaffold
- sliding
- rack
- support
- supporting construction
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- 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.)
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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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/24—Scaffolds primarily resting on the ground comprising essentially special base constructions; comprising essentially special ground-engaging parts, e.g. inclined struts, wheels
-
- 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
-
- 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
- E04G5/00—Component parts or accessories for scaffolds
-
- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/06—Consoles; Brackets
- E04G5/061—Consoles; Brackets specially adapted for attachment to scaffolds
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Movable Scaffolding (AREA)
Abstract
The invention belongs to building field, and in particular to a kind of scaffold and rack installation method of band support sliding, including sliding rail, the sliding scaffold body being installed on sliding rail, for supporting the supporting construction of rack；The sliding rail includes the H profile steel of some parallel distributions, some first scaffold tubes that H profile steel is connected；The sliding scaffold body includes the slide device being connected with H profile steel, and the support body formed, the operating platform that support body bottom supporting apparatus and support body top scaffold board are paved into are built by scaffold tubes；The supporting construction is located in sliding scaffold body.Scaffold of the present invention need not be paved with whole span in glide direction, can save the dosage of scaffold so that sliding scaffold is lighter succinct；Simultaneously in glide direction, even if rack span is larger, due to the presence of support, the deformation of rack span centre is small, can be good at ensureing rack installation accuracy.
Description
Technical field
The invention belongs to building field, and in particular to a kind of scaffold and rack installation method of band support sliding.
Background technology
Many grid structure forms are slender type at present, the finger corridor of such as factory building, airport；Such grid structure is installed
When, if field condition allows, installed more using sliding scaffold.The sliding scaffold of domestic rack installation is only mostly
Operating platform, does not do support frame use, and the sliding scaffold of the lighter grid structure installation in part can also serve as support frame use.Should
When class sliding scaffold is set up, the whole span of glide direction rack need to be paved with, ensures in sliding scaffold slipping, has pacified
The stabilization and deformation requirements of grid structure are filled, when rack glide direction span is larger, the sliding scaffold amount of setting up is larger, simultaneously
Also so that required tractive force is larger when sliding；When the rack span perpendicular to glide direction is larger, due to without supporting role, across
Middle deformation is larger, and installation accuracy is also poor.
The content of the invention
It is an object of the invention to provide the scaffold and rack installation method of a kind of band support sliding, scaffold is sliding
Whole span need not be paved with direction, the dosage of scaffold can be saved so that sliding scaffold is lighter succinct；Hanging down simultaneously
In straight glide direction, even if rack span is very big, due to the presence of support, span centre deformation is small, can be good at ensureing rack peace
Fill precision.
To achieve the above object, the technical scheme that specifically provides of the present invention is：A kind of scaffold of band support sliding, including
Sliding rail, the sliding scaffold body being installed on sliding rail, for supporting the supporting construction of rack；The sliding rail bag
The H profile steel of some parallel distributions is included, some first scaffold tubes that H profile steel is connected；The sliding scaffold body includes and H profile steel
The slide device of connection, the support body formed is built by scaffold tubes, scaffold board is spread at the top of support body bottom supporting apparatus and support body
Into operating platform；The supporting construction is located in sliding scaffold body.
Further, the supporting construction includes the pipe for supporting role, is welded on pipe side face and with sliding pin
The second scaffold tubes, the hook of hand cradle body fixation, and the discharge mechanism positioned at pipe top.
Further, the discharge mechanism include pipe top set gradually from top to bottom upper sealing plate, jack, bottom plate and
Position pipe.
Further, the slide device includes the roller being fixed under the vertical rod of sliding scaffold body first, and for limiting
The postive stop baffle of roller glide direction；The roller is located on the end face of H profile steel.
Further, support body bottom supporting apparatus includes by two fasteners connecting with the vertical rod of sliding scaffold body second
The interim vertical rod connect, and interim vertical rod and the cushion block of ground contact jaw.
A kind of rack installation method that the scaffold slid is supported using the band, is comprised the following steps：Step 1: cleaning
Track supporting surface, ensure that track supporting surface is smooth, the H profile steel of track is laid after unwrapping wire, the first scaffold tubes pass through H profile steel web
Connected circular hole, web is close in circular hole both sides using fastener and fixes H profile steel and scaffold tubes together, completes the laying of track；
Step 2: roller is arranged on track, and fixed using wedge, set up sliding scaffold body, lay scaffold board,
Form operating platform；Three pieces of sliding scaffolds are set up side by side along rack span direction, pass through interim scaffold tubes between shifting scaffold
Connection；
Step 3: while sliding scaffold body is set up, supporting construction is installed, support pipe will be welded in by fastener
On the second scaffold tubes be connected with the vertical rod of sliding scaffold body, while in horizontal vertical in the direction of the second scaffold tubes plane,
By fastener and extra scaffold tubes by the second scaffold tubes close to the end of support pipe, the vertical rod with sliding scaffold body connects
Connect, form the lateral support to supporting construction twice both direction；Screw jack and ball positioning are placed at the top of support pipe
Device, jack need to jack certain altitude in advance；
Step 4: while sliding scaffold body is set up, rack of being encorbelmented on the outside of concrete structure is lifted using piecemeal
Mode is installed in place on former capital and temporary support；
Step 5: after completing the setting up of sliding scaffold, original position is installed on it portion's rack, and supporting construction top braces are in net
On frame ball node；After completing rack installation, the supporting construction of both sides sliding scaffold is unloaded, and will be with supporting construction crus secunda hand
The fastener of pipe connection is removed, by the hook of chain block connected support structure and the node of scaffold top, by supporting construction
It is promoted to five centimeters from supporting surface or so；The interim scaffold tubes between sliding scaffold, and sliding scaffold body bottom are removed again
Interim vertical rod；
Step 6: after both sides sliding scaffold is slid onto into next assembled position fixation, calabash will be pulled in supporting construction
Lu Songkai is supported on supporting surface to supporting construction bottom, and supporting construction is fixed into sliding scaffold according to shown in step 3
On, while the interim vertical rod of mounting slip scaffold bottom；After completing above-mentioned requirements, start the installation of its top grid structure,
When rack is installed, since mounted rack end, until completing the installation of first support structure position top rack, shape
Into supporting ＆ stablizing structure, start to unload middle sliding scaffold supporting construction, and the interim vertical rod in its bottom；
Step 7: after middle sliding scaffold is slid onto into next installation site fixation, its supporting construction is installed, stood temporarily
Bar and the interim scaffold tubes between the sliding scaffold of both sides, after completing above-mentioned installation, finally start second of sliding element
The installation of position top residue rack；
Step 8: four, five, six, seven steps are repeated, until grid structure installation.
Patent of the present invention has following technological merit：（1）Patent of the present invention uses band support sliding scaffold, sliding scaffold
Whole post need not be paved with away from saving the sliding scaffold amount of setting up, sliding scaffold body is light succinct along glide direction；（2）This hair
Bright patent sliding scaffold is light, while uses blockslide, and sliding tractive force is small, and movement can be achieved using artificial push-and-pull,
Convenient construction；（3）In patent rack installation process of the present invention, there is support in span centre, rack deformation is small, and installation accuracy is high；（4）This
Patent of invention supporting construction can slide with sliding scaffold body, be lifted without additional machinery, and economy is convenient；（5）This hair
Bright patent supporting construction is independent monomer, and without the vertical rod spacing of additional encryption sliding scaffold body, power transmission is succinctly clear and definite, economical
Property is good；（6）Patent track laying of the present invention is easy to constructing operation, saves construction cost without embedded part.
Accompanying drawing and explanation
Fig. 1 is schematic structural view of the invention；Fig. 2 is the supporting construction schematic diagram of the present invention；Fig. 3 is rack installation of the present invention
Flow chart；Fig. 4 is rack installation method locations of structures schematic diagram of the present invention.
Embodiment
As shown in Figure 1, 2, what the present invention disclosed is that a kind of band supports the scaffold slid, including sliding rail 1, sliding pin
Hand cradle body 2, supporting construction 3.
The sliding rail 1 is connected by the H profile steel 10 and scaffold tubes 11 of some parallel arrangements by fastener 12；H profile steel 10
Circular hole is opened up on web, scaffold tubes 11 pass through circular hole, and H profile steel 10 and scaffold tubes 11 are fixed by fastener 12 at circular hole both ends.
The sliding scaffold body 2 falls within the vertical rod 26 on track 1, and bottom is respectively provided with roller 25, every track of H profile steel 10
Two rollers of end set a postive stop baffle 24；Sliding scaffold body 2 falls within the vertical rod 21 of supporting surface, and bottom extends only to
Sweep the floor bar 20, it is placed side by side using interim vertical rod 27 and vertical rod 21, it is connected and fixed by two fasteners 29, interim vertical rod
Bottom sets cushion block 28；Scaffold board 23 is laid after the top of sliding scaffold body 2 encryption cross bar.
The supporting construction 3 is mainly made up of pipe 30, scaffold tubes 31, hook 32 and top discharge mechanism, positioned at sliding
Inside scaffold body 2；Lower shrouding 33 and upper sealing plate 34 is respectively welded in the both ends of pipe 30；Two groups of scaffold tubes 31, respectively positioned at distance
At the length of top 1/5 and 3/5 length, it is welded on pipe 30；Jack 35, the top of jack 35 are placed on the top of upper sealing plate 34
With the spot welding of ball positioner bottom plate 36, ball positioner is welded to form by bottom plate 36 and positioning pipe 37, positioning pipe 37 top
Position rack ball node 38；Hook 32 connects the intersection of the top vertical rod of sliding scaffold body 2, cross bar and vertical pole by chain block
Point on；When supporting top rack, scaffold tubes 31 are connected supporting construction 3 with the vertical rod of sliding scaffold body 2 by fastener, in water
Put down perpendicular to the direction of scaffold tubes 31, by fastener and extra scaffold tubes by scaffold tubes 31 close to the end of pipe 30, with cunning
The vertical rod connection of scaffold body 2 is moved, forms the lateral support to the twice both direction of supporting construction 3.
With reference to shown in Fig. 3,4, a kind of rack installation method that the scaffold slid is supported using the band, including following step
Suddenly：
Step 1: cleaning track supporting surface, ensures that track supporting surface is smooth, the H profile steel 10 of track 1, pin is laid after unwrapping wire
Hand pipe 11 passes through the connected circular hole of the track web of H profile steel 10, is close to web by H profile steel 10 and pin in circular hole both sides using fastener 12
Hand pipe 11 fixes the laying for completing track 1 together.
Step 2: roller 25 is arranged on track, and fixed using wedge, set up sliding scaffold body 2, lay pin hand
Plate 23, form operating platform；And will be connected between sliding scaffold 200 and 300 by the interim scaffold tubes in part, formed overall.
Step 3: while sliding scaffold body 2 is set up, supporting construction 3 is installed, by fastener by scaffold tubes 31 with sliding
The vertical rod connection of scaffold body 2 is moved, while passes through fastener and extra pin hand in the direction of the plane of scaffold tubes 31 in horizontal vertical
By scaffold tubes 31 close to the end of pipe 30, the vertical rod with sliding scaffold body 2 is connected pipe, is formed to the twice two of supporting construction 3
The lateral support in individual direction；Screw jack 35 and ball positioner 36 and 37 are placed at the top of supporting construction 3, jack needs pre-
Certain altitude is first jacked, is easy to the later stage to unload.
Step 4: while sliding scaffold body 2 is set up, rack 100 of being encorbelmented on the outside of concrete structure 400 uses
The installation of piecemeal lifting mode is in place on former capital 103 and temporary support 102.
Step 5: after completing the setting up of sliding scaffold 200 and 300, original position is installed on it portion's rack, and supporting construction 3 is pushed up
Portion is supported on rack ball node, after completing rack installation, unloads the supporting construction 201 of both sides sliding scaffold 200, and will be with
The fastener that supporting construction scaffold tubes 31 connect is removed, hook 32 and scaffold top by chain block connected support structure 201
The node in portion（Vertical rod, cross bar, the crossover node of vertical pole）, supporting construction 201 is promoted to 5 centimeters from supporting surface or so；Tear open again
Except the interim scaffold tubes between sliding scaffold 200 and 300, and the interim vertical rod 27 in the bottom of sliding scaffold 200.
Step 6: after both sides sliding scaffold 200 is slid onto into next assembled position fixation, by supporting construction 201
Chain block, which is unclamped to the bottom of supporting construction 201, to be supported on supporting surface, is fixed to supporting construction 201 according to shown in the 3rd step
On sliding scaffold 200, while interim vertical rod 27 is installed；After completing above-mentioned requirements, start the installation of grid structure thereon, rack
During installation, since mounted rack end, until completing the peace of the rack 500 on the first position top of supporting construction 201
Dress, supporting ＆ stablizing structure is formed, starts to unload the supporting construction 301 of middle sliding scaffold 300, and the interim vertical rod in its bottom
27。
Step 7: middle sliding scaffold 300 is slid onto after next installation site fixes, install its supporting construction 301,
Interim vertical rod 27 and the interim scaffold tubes between both sides sliding scaffold 200, after completing above-mentioned installation, finally start second
The installation of secondary sliding element position top residue rack.
Step 8: four, five, six, seven steps are repeated, until grid structure installation.
Claims (5)
- A kind of 1. scaffold of band support sliding, it is characterised in that：Including sliding rail, the sliding pin being installed on sliding rail Hand cradle body, for supporting the supporting construction of rack；The sliding rail includes the H profile steel of some parallel distributions, and H profile steel is connected Some first scaffold tubes；The sliding scaffold body includes the slide device being connected with H profile steel, builds what is formed by scaffold tubes The operating platform that scaffold board is paved at the top of support body, support body bottom supporting apparatus and support body；The supporting construction is positioned at sliding In scaffold body；The supporting construction include for supporting role pipe, be welded on pipe side face and and sliding scaffold The second scaffold tubes, the hook of body fixation, and the discharge mechanism positioned at pipe top.
- A kind of 2. scaffold of band support sliding according to claim 1, it is characterised in that：The discharge mechanism includes circle Upper sealing plate, jack, bottom plate and the positioning pipe that tube top end is set gradually from top to bottom.
- A kind of 3. scaffold of band support sliding according to claim 1, it is characterised in that：The slide device includes solid Roller under the vertical rod of sliding scaffold body first, and for limiting the postive stop baffle of roller glide direction；The roller position In on the end face of H profile steel.
- A kind of 4. scaffold of band support sliding according to claim 1, it is characterised in that：Prop up temporarily the support body bottom Support arrangement includes the interim vertical rod being connected with the vertical rod of sliding scaffold body second by two fasteners, and interim vertical rod contacts with ground The cushion block at end.
- 5. a kind of rack installation method of the scaffold of band support sliding, it is characterised in that comprise the following steps：It is Step 1: clear Track supporting surface is managed, ensures that track supporting surface is smooth, the H profile steel of track is laid after unwrapping wire, the first scaffold tubes pass through H profile steel web Connected circular hole, web is close in circular hole both sides using fastener and fixes H profile steel and scaffold tubes together, completes the laying of track；Step 2: roller is arranged on track, and fixed using wedge, set up sliding scaffold body, lay scaffold board, formed Operating platform；Three pieces of sliding scaffolds are set up side by side along rack span direction, are connected between sliding scaffold by interim scaffold tubes Connect；Step 3: while sliding scaffold body is set up, supporting construction is installed, will be welded in by fastener in support pipe Second scaffold tubes are connected with the vertical rod of sliding scaffold body, while are passed through in horizontal vertical in the direction of the second scaffold tubes plane Fastener and extra scaffold tubes are by the second scaffold tubes close to the end of support pipe, and the vertical rod with sliding scaffold body is connected, shape The lateral support of paired supporting construction twice both direction；Screw jack and ball positioner are placed at the top of support pipe, Jack need to jack certain altitude in advance；Step 4: while sliding scaffold body is set up, by rack of being encorbelmented on the outside of concrete structure, using piecemeal lifting mode Installation is in place on former capital and temporary support；Step 5: after completing the setting up of sliding scaffold, original position is installed on it portion's rack, and supporting construction top braces are in frame ball On node；After completing rack installation, the supporting construction of both sides sliding scaffold is unloaded, and will be connected with the scaffold tubes of supporting construction second The fastener connect is removed, and by the hook of chain block connected support structure and the node of scaffold top, supporting construction is lifted To five centimeters from supporting surface；The interim scaffold tubes between sliding scaffold, and the interim vertical rod in sliding scaffold body bottom are removed again；Step 6: after both sides sliding scaffold is slid onto into next assembled position fixation, by the chain block pine in supporting construction Open to supporting construction bottom and be supported on supporting surface, supporting construction is fixed on sliding scaffold according to shown in step 3, together When mounting slip scaffold bottom interim vertical rod；After completing above-mentioned requirements, start the installation of its top grid structure, rack peace During dress, since mounted rack end, until completing the installation of first support structure position top rack, support is formed Rock-steady structure, start to unload middle sliding scaffold supporting construction, and the interim vertical rod in its bottom；Step 7: middle sliding scaffold is slid onto after next installation site fixes, install its supporting construction, interim vertical rod with And the interim scaffold tubes between the sliding scaffold of both sides, after completing above-mentioned installation, finally start second of sliding element position The installation of top residue rack；Step 8: four, five, six, seven steps are repeated, until grid structure installation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610087819.5A CN105672638B (en) | 2016-02-17 | 2016-02-17 | A kind of scaffold and rack installation method of band support sliding |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610087819.5A CN105672638B (en) | 2016-02-17 | 2016-02-17 | A kind of scaffold and rack installation method of band support sliding |
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| Publication Number | Publication Date |
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| CN105672638A CN105672638A (en) | 2016-06-15 |
| CN105672638B true CN105672638B (en) | 2018-02-06 |
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| CN105952133A (en) * | 2016-07-15 | 2016-09-21 | 中建三局第二建设工程有限责任公司 | Suspended large-span reinforced concrete structure construction steel platform and construction method |
| CN107780640A (en) * | 2017-09-29 | 2018-03-09 | 上海二十冶建设有限公司 | Movable Scaffold and its application method for exterior wall |
| CN109057370B (en) * | 2018-08-14 | 2020-09-01 | 河北建设集团股份有限公司 | Use method of horizontal limiting device for net rack jacking construction |
| CN109972831A (en) * | 2019-04-30 | 2019-07-05 | 中铁建设集团有限公司 | A kind of assembled moves integrally crosshead and its construction technique |
| CN111764502A (en) * | 2020-06-30 | 2020-10-13 | 首钢水城钢铁(集团)赛德建设有限公司 | Bolt ball net rack and splicing method thereof |
| CN112324139A (en) * | 2020-09-17 | 2021-02-05 | 上海宝冶冶金工程有限公司 | Disk buckle type assembly jig frame for sliding net rack |
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