CN2237084Y - Bolt type lift scaffold - Google Patents
Bolt type lift scaffold Download PDFInfo
- Publication number
- CN2237084Y CN2237084Y CN 95244557 CN95244557U CN2237084Y CN 2237084 Y CN2237084 Y CN 2237084Y CN 95244557 CN95244557 CN 95244557 CN 95244557 U CN95244557 U CN 95244557U CN 2237084 Y CN2237084 Y CN 2237084Y
- Authority
- CN
- China
- Prior art keywords
- outrigger
- track
- montant
- operation platform
- cantilever beam
- 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.)
- Expired - Fee Related
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- Movable Scaffolding (AREA)
Abstract
The utility model relates to a plug type lifting scaffold for the construction of high-rise buildings, which is suitable for frame structure and is composed of an orbital cantilever beam component and a work operating console component, wherein an orbital cantilever beam is provided with cantilever beam transversal rods and cantilever beam vertical rods, orbits and holes exist between vertical rods, the work operating console component is two to six operating consoles formed from scaffold supporting sheets, the work operating consoles are provided with inner side upright rods which fall in the orbits of the cantilever beam vertical rods, and a pin is butted under a bearing horizontal raising pipe to bear weight. Saddle-shaped reinforcement steel bars are buried in the floor surface of an outer wall in advance, and the cantilever beam transversal rods extend into a saddle groove. The utility model has the advantages of small and compact structure, flexible lift and fall, high safety, high reliability and low cost.
Description
The utility model is applicable to the high-building construction of frame construction and the scaffold of decoration of exterior wall construction.
Be used for the working scaffold of building operations and decoration of exterior wall at present and be based on the fixed full hall scaffold that set up on ground, building is high more, and scaffold is huge more, not only sets up difficulty, and the expense height; In addition, the facility that are used for the decoration of exterior wall construction have hanging basket, and hanging basket is suspended on the sky beam of top of building with wire rope, and the following of hanging basket is suspended to ground with under the wire rope, is connected with earth anchor.Hanging basket falls outward and takes by the rotation of motor that the rotation of the chuck in the hanging basket realizes to.The people stands in operation in the hanging basket, and free mobility is little, and the sense of security is little, and the bigger motor of call for bids lattice, chuck etc. are made auxiliary equipment.
The purpose of this utility model is to provide a kind of bolt-type lifting false work in order to overcome above-mentioned weak point, can be connected some positions of skin according to construction requirement, manually-operated, without power facility, also need not other assist, can realize free outer the falling of scaffold.The structure compact, lifting is flexible, and constructor's free mobility is big, safe and reliable, and cost is low, is example with 24 one storey buildings, and manufacturing cost of the present utility model is only for setting up 1/10th of full hall scaffold.
Description of the present utility model is as follows: the bolt-type lifting false work mainly is made up of two parts, and a part is track outrigger parts, and a part is operation platform parts.Track outrigger one end is a cross bar, and the other end has the vertical bar perpendicular with cross bar, before and after vertically bar has two, between the gap be 60～100 millimeters, form on " track ".Cross bar is added with reinforcing rib with the welding of vertical bar.On the vertical direction of two vertical bars, be equipped with 2～4 holes accordingly.Pre-buried saddle shaped reinforcing bar on the corresponding position of floor face of exterior wall, the cross bar of track outrigger is stretched in the saddle groove, between cross bar and saddle groove, be added with wedge, and track outrigger and pre-buried saddle shaped reinforcing bar coupled together, and make the outrigger montant be suspended in the exterior wall outside with pin.In the outer of each floor face track outrigger parts are housed all.Narrate operation platform parts below, operation platform parts are formed a quadra staving by pin hand support chip, be separated into 2-6 operation platform, lay horizontal steel pole below each workbench, lay the object of being convenient to bamboo basketry sheet that the constructor stands and so on above the horizontal steel pole.Around operating desk, protect canopy, protect canopy and form by horizontal steel tube and bamboo basketry sheet.The connection of operation platform parts and track outrigger parts is such: two inboard vertical rods of operation platform are inserted in the track position between the two outrigger montants respectively, in the hole of outrigger montant, plug pin again, above the pin is the load-bearing rod of operation platform, supports the weight of whole operation platform parts.In other hole of outrigger montant, also all plug pin, the rotational freedom of restraint of labour operating desk.Be to guarantee the reliability that operation platform parts are connected with track outrigger parts, perpendicular depression bar is arranged, horizontal depression bar is arranged, erect depression bar, horizontal depression bar connected with being connected with fastener of track outrigger in its cross binding at the longitudinal bracing of track outrigger.The oscilaltion of operation platform parts is achieved in that with Chain block or crane mentions operation platform parts, take out the pin on the outrigger montant, the operation platform risen in the track of vertical bar or when dropping to the height of requirement, plug pin again, make it to reconnect.
Be further elaborated below in conjunction with drawings and Examples.
Description of drawings:
Figure is the structure sectional view of bolt-type scaffold of the present utility model.1-floor face among the figure, 2-latch, 3-saddle shaped reinforcing bar, 4-wedge, 5-outrigger cross bar, 6-outrigger montant, 7-hole, the inboard vertical rod of 8-operation platform, 9-platform horizontal steel tube, 10-platform bamboo basketry sheet, 11-load-bearing level is chosen pipe, 12-grille horizontal steel tube, 13-grille bamboo basketry sheet, 14-track outrigger erects depression bar, the horizontal depression bar of 15-track outrigger, 16-fastener.
Embodiment makes like this: the bolt-type lifting false work is made up of track outrigger parts and operation platform parts two large divisions.Track outrigger parts are made up of outrigger cross bar (5), outrigger montant (6), and outrigger montant (6) has two of front and back, middle gapped 60～100 millimeters, form on " track ".Long 600 millimeters of outrigger cross bar (5), long 400 millimeters of montant (6) is welded with reinforcing rib after welding is good again.On montant (6), have 2-4 holes (7), 26 millimeters of aperture Φ.Pre-buried saddle shaped reinforcing bar (3) on the correspondence position of the floor face (1) of exterior wall, outrigger cross bar (5) is stretched in the saddle groove, be added with wedge (4), with U type latch (2) track outrigger and pre-buried saddle shaped reinforcing bar coupled together, and outrigger montant (6) is suspended in outside the exterior wall.Operation platform parts are formed the quadra staving by pin hand support chip, are separated into 2-6 operating desks, lay platform horizontal steel tube (9) below each operation platform, lay above the horizontal steel tube and are convenient to the platform bamboo basketry sheet (10) that the constructor stands.Around operating desk grille is arranged, grille is made up of grille horizontal steel tube (12) and grille bamboo basketry sheet (13).At operation platform parts 1～3 horizontal rod of load-bearing (11) is arranged.The width of the track outrigger of the width of operation platform and installation mutually-cause.With crane or cucurbit operation platform parts are sling, made two inboard vertical rods (8) of operation platform drop on the track position of outrigger montant (6).In the hole (7) of outrigger montant (6), plug pin, two pins are arranged below the load-bearing level is chosen pipe (11), support the weight of whole operation platform parts thus.In other hole (7) of outrigger montant (6), also all plug pin, the rotational freedom of restraint of labour operating desk, the while is also played safety effect to the load-bearing of operation platform.Be the reliability that guarantees that operation platform parts are connected with track outrigger parts, be added with perpendicular depression bar (14) of track outrigger and the horizontal depression bar of track outrigger (15) at outrigger cross bar position, couple together with fastener mutually.
Advantage of the present utility model: the structure compact, lifting is flexible, and safety can Lean on, cost is low, take 24 layers of building as example, and manufacturing expense of the present utility model Only set up 1/10th of full hall scaffold.
Claims (4)
1. high-building construction and working bolt-type lifting false work of decoration of exterior wall that is applicable to frame construction, it is characterized in that it is made up of track outrigger parts and operation platform parts, the track outrigger is made up of outrigger cross bar and outrigger montant, the outrigger montant has two of front and back, between gapped, form track, have the hole on the outrigger montant, operation platform parts are formed the quadra staving by pin hand support chip, are separated into 2-6 operating desks, and the operation platform has inboard vertical rod, there is the load-bearing level to choose pipe, the inboard vertical rod of operating desk drops in the track of outrigger montant, is inserted with pin in the hole of outrigger montant, wherein have two pins be against the load-bearing level choose pipe below.
2. bolt-type lifting false work according to claim 1 is characterized in that pre-buried saddle shaped reinforcing bar on the corresponding position of floor face of exterior wall, and the outrigger cross bar is stretched in the saddle groove, is added with wedge, and makes it to couple together with pin.
3. bolt-type lifting false work according to claim 1 is characterized in that laying horizontal steel tube and bamboo basketry sheet below each operation platform, and grille is arranged on every side.
4. bolt-type lifting false work according to claim 1 is characterized in that outrigger cross bar position is added with perpendicular depression bar of track outrigger and horizontal depression bar, couples together with fastener mutually.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 95244557 CN2237084Y (en) | 1995-08-16 | 1995-08-16 | Bolt type lift scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 95244557 CN2237084Y (en) | 1995-08-16 | 1995-08-16 | Bolt type lift scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2237084Y true CN2237084Y (en) | 1996-10-09 |
Family
ID=33884918
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 95244557 Expired - Fee Related CN2237084Y (en) | 1995-08-16 | 1995-08-16 | Bolt type lift scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2237084Y (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103195234A (en) * | 2012-01-10 | 2013-07-10 | 程亮然 | Balancing basket |
| CN103485525A (en) * | 2013-10-11 | 2014-01-01 | 郭德炳 | Protruding rotating scaffold |
| CN104278829A (en) * | 2013-07-05 | 2015-01-14 | 王汉猷 | Rod penetrating type lifting scaffold |
| CN104295083A (en) * | 2014-10-11 | 2015-01-21 | 中建八局大连建设工程有限公司 | Guidance and hanging separated cantilever beam composite structure of integrated climbing frame |
| CN105370027A (en) * | 2015-09-28 | 2016-03-02 | 杭州江润科技有限公司 | Construction method for integrally lifted and supported steel platform structure in high-rise suspended structure |
-
1995
- 1995-08-16 CN CN 95244557 patent/CN2237084Y/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103195234A (en) * | 2012-01-10 | 2013-07-10 | 程亮然 | Balancing basket |
| CN104278829A (en) * | 2013-07-05 | 2015-01-14 | 王汉猷 | Rod penetrating type lifting scaffold |
| CN103485525A (en) * | 2013-10-11 | 2014-01-01 | 郭德炳 | Protruding rotating scaffold |
| CN104295083A (en) * | 2014-10-11 | 2015-01-21 | 中建八局大连建设工程有限公司 | Guidance and hanging separated cantilever beam composite structure of integrated climbing frame |
| CN105370027A (en) * | 2015-09-28 | 2016-03-02 | 杭州江润科技有限公司 | Construction method for integrally lifted and supported steel platform structure in high-rise suspended structure |
| CN105370027B (en) * | 2015-09-28 | 2017-07-21 | 安徽六安市飞宇建设工程有限公司 | The construction method of steel supporting platform structure is integrally lifted in high-rise hanging structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |