CN106049845A - Sliding lifting frame and construction method with same - Google Patents
Sliding lifting frame and construction method with same Download PDFInfo
- Publication number
- CN106049845A CN106049845A CN201610390537.2A CN201610390537A CN106049845A CN 106049845 A CN106049845 A CN 106049845A CN 201610390537 A CN201610390537 A CN 201610390537A CN 106049845 A CN106049845 A CN 106049845A
- Authority
- CN
- China
- Prior art keywords
- jack
- vertical rod
- hoisting frame
- operating platform
- slip hoisting
- 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.)
- Pending
Links
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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
-
- 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G3/30—Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
- E04G3/32—Hoisting devices; Safety devices
-
- 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G2003/286—Mobile scaffolds; Scaffolds with mobile platforms mobile vertically
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention provides a sliding lifting frame and a construction method with the same. The sliding lifting frame comprises a supporting frame (1), an operation platform (2) and a plurality of jacks (3). The supporting frame (1) comprises a plurality of transverse rods (11), a plurality of vertical rods (12) and a plurality of sliding wheels (13), wherein the transverse rods (11) and the vertical rods (12) are fixedly connected, and the sliding wheels (13) are fixedly connected under the bottoms of the vertical rods (12). The operation platform (2) is arranged in the supporting frame (1). The multiple jacks (3) are fixedly connected with the operation platform (2). The vertical rods (12) penetrate through center penetrating holes in the jacks (3). The jacks (3) drive the operation platform (2) to slide up and down along the vertical rods (12). The sliding lifting frame is suitable for various aloft works, easy to manufacture, low in cost, capable of being dismounted and mounted and reusable. The problem of difficulty of aloft operation is solved. The sliding lifting frame is flexible to move, capable of ascending and descending, convenient to construct and capable of improving operation efficiency.
Description
Technical field
The invention belongs to construction field, specifically, relate to a kind of slip hoisting frame and use this slip hoisting frame to execute
The method of work.
Background technology
At the construction field (site) the highest position being executed man-hour requirement sets up scaffold at present.Scaffold is generally existing in construction
Building, traditional method that builds is to be connected by root by the steel pipe of various length by fastener, this builds what method used
The quantity of fastener and steel pipe is the most more, and structure is complicated, assemble and be required to during dismounting to consume too much artificial with
And the time.
When the exterior wall constructed or inner wall surface higher position need to do over again process, the scaffold set up time due to construction
Remove complete, needed again to set up scaffold.This secondary to scaffold sets up time-consuming, laborious, expense material, reduces and makees
Industry efficiency, affects project progress.
Summary of the invention
The present invention provides a kind of hoisting frame and method of using this slip hoisting frame to construct of sliding, for room, job site
Inside and outside eminence repairing, work high above the ground etc., make simple, with low cost, can remove, install, it is possible to recycling, solve eminence
Operation difficulty, uses this slip hoisting frame to move flexibly, liftable, easy construction, raising working performance.
According to an aspect of the present invention, it is provided that a kind of slip hoisting frame, including bracing frame, including many cross bars, many
Vertical rod and multiple movable pulley, described cross bar is fixing with described vertical rod to be connected, and described movable pulley is fixedly connected on described vertical rod
Under Di Bu；Operating platform, is arranged on the inside of support frame as described above；Multiple jack, fix with described operating platform and are connected, described
Being installed with described vertical rod in the center hole of jack, described jack drives described operating platform to slide up and down along described vertical rod.
Preferably, described slip hoisting frame also includes many connecting rods, and one end of described connecting rod is solid with described jack
Fixed connection, the other end is fixing with described operating platform to be connected.
Preferably, the bottom welding of described jack has Nut column or bolt block, is used for connecting described operating platform.
Preferably, described slip hoisting frame also includes control chamber, for controlling lifting and the landing of described jack.
Preferably, described slip hoisting frame also includes controlling switch, and the described switch that controls is by sending a signal to described control
Case processed controls lifting and the landing of described jack.
Preferably, the described switch that controls is arranged on the bottom margin of operating platform.
According to a further aspect in the invention, it is provided that a kind of method using slip hoisting frame to construct, comprise the following steps: Gu
Surely connecting cross bar and set up bracing frame with vertical rod, fixing connection movable pulley under the bottom of described vertical rod, by described vertical rod through thousand
The center hole on jin top, operating platform is fixing with described jack to be connected；
Promote described slip hoisting frame to the place of needs construction, press movable pulley braking, make described movable pulley fixing not
Dynamic；
Drive described operating platform to slide up the height rising to need construction by described jack, stop described jack
Sliding, after having constructed, again by described jack drive described operating platform along described vertical rod slide into another height
Continue construction, the most repeatedly, be fully completed until described slip hoisting frame stops local construction；
Open the braking of described movable pulley, promote described slip hoisting frame to need the place of construction to another, repeat above-mentioned mistake
Journey, until completing all to construct.
Preferably, the method using the construction of slip hoisting frame, including following demounting procedure: drive institute by described jack
State operating platform to land along described vertical rod, rest on described vertical rod with described cross bar connected position top；
Lay down described operating platform from described jack, take off described jack from described vertical rod, lay down from described vertical rod
Described movable pulley, dismantles described cross bar and described vertical rod.
Preferably, when described jack sliding exceedes specified altitude, described cross bar is increased to ensure support frame as described above
Stability, below the position that described jack that the two ends of described cross bar are separately fixed in adjacent described vertical rod stops.
By the present invention, jack is used to drive operating platform to slide so that construction speed is fast, saves the time.Work as construction
Complete exterior wall or inner wall surface height higher position need to do over again when processing, and the scaffold set up during due to construction has been removed
Finish, utilize the slip hoisting frame of the present invention can solve high-rise working difficulty, meet construction requirement, it is to avoid artificial secondary sets up foot
Hand cradle, reduces personnel's secondary and sets up the extra charge expenditures etc. such as scaffold, and disposable input saves artificial and fee of material, economic effect
Benefit is the most notable.The slip hoisting frame of the present invention makes simple, with low cost, can remove, install, it is possible to recycling.Adopt
With the slip hoisting frame of the present invention move flexibly, liftable, easy construction, improve working performance.
Accompanying drawing explanation
Being described embodiment by combining accompanying drawings below, the features described above of the present invention and technological merit will become
More clear and easy to understand.
Fig. 1 is the structural representation of slip hoisting frame according to embodiments of the present invention.
Fig. 2 is the profile of slip hoisting frame according to embodiments of the present invention.
Fig. 3 is the top view of the bracing frame of slip hoisting frame according to embodiments of the present invention.
Detailed description of the invention
Below with reference to the accompanying drawings slip hoisting frame of the present invention and the side using this slip hoisting frame to construct are described
The embodiment of method.Those of ordinary skill in the art will be consequently realised that, in the case of without departing from the spirit and scope of the present invention,
By various different modes or a combination thereof, described embodiment can be modified.Therefore, accompanying drawing and being described in substantially
It is illustrative rather than for limiting scope of the claims.Additionally, in this manual, accompanying drawing is drawn not in scale
Go out, and identical reference represents identical part.
In the following description, for purposes of illustration, in order to provide the comprehensive understanding to one or more embodiments, explain
Many details are stated.It may be evident, however, that these embodiments can also be realized in the case of not having these details.
Fig. 1 is the structural representation of slip hoisting frame according to embodiments of the present invention, and Fig. 2 is cuing open of described slip hoisting frame
Face figure.As shown in Figures 1 and 2, slip hoisting frame includes bracing frame 1, operating platform 2 and multiple jack 3.Bracing frame 1 wraps
Include many cross bars 11, many vertical rods 12 and multiple movable pulley 13.Cross bar 11 is fixing with vertical rod 12 to be connected.Movable pulley 13 is fixing even
It is connected under the bottom of vertical rod 12.Operating platform 2 is arranged on the inside of bracing frame 1.Multiple jack 3 are fixing with operating platform 2 even
Connecing, be installed with vertical rod 12 in the center hole of jack 3, jack 3 drives operating platform 2 to slide up and down along vertical rod 12.
And, slip hoisting frame can also include many connecting rods 21, and one end of connecting rod 21 is fixing with jack 3 even
Connecing, the other end is fixing with operating platform 2 to be connected.
Furthermore it is possible at the bottom welding Nut column of jack 3 or bolt block, for attended operation platform 2 with very heavy
Top 3.
It addition, described slip hoisting frame also includes control chamber 4, for controlling lifting and the landing of jack 3.Described slip
The control switch that hoisting frame can also include being arranged on operating platform 2, for controlling institute by sending a signal to control chamber 4
The lifting of jack 3 and landing.In order to prevent imprudence touching switch in work progress, control switch and be arranged on operating platform 2
Bottom margin.
Below in conjunction with accompanying drawing and a preferred embodiment, technical scheme is described further, as it is shown in figure 1, sliding
Dynamic hoisting frame includes bracing frame 1, operating platform 2 and four jack 3.Bracing frame 1 include horizontally disposed four cross bars 11,
Four vertical rods 12 being vertically arranged and four movable pulleies 13.Cross bar 11 and vertical rod 12 all use DN48 × 3.5 millimeter steel pipe, tool
There are enough support strengths.The two ends of cross bar 11 are separately fixed in adjacent two piece vertical rod 12, cross bar 11 and the company of vertical rod 12
The mode of connecing is (or plug connects) with bolts, as it is shown on figure 3, four cross bars 11 are connected formation length with four vertical rods 12
Square shape.Under the bottom of vertical rod 12, connection has movable pulley 13, and vertical rod 12 uses with movable pulley 13 that bolt is fixing to be connected.Movable pulley 13
Brake 131 including movable pulley, there is braking function, make movable pulley 13 maintain static by pressing movable pulley braking 131.
Operating platform 2 uses the round steel of a diameter of 20 millimeters, and operating platform 2 is formed oblong-shaped by the welding of multiple round steel,
It is arranged on the inside of bracing frame 1, and each edge of operating platform 2 is parallel to each other with corresponding cross bar 11 respectively, such as Fig. 2 institute
Show.
Slip hoisting frame also includes four jack 3, and jack 3 is feed-through hydraulic jack, from the top of vertical rod 12
Through the center hole of jack 3, jack 3 is made to rest on the top of vertical rod 12 and the junction point of cross bar 11, the bottom of jack 3
It is welded with Nut column (or bolt block) securely, for attended operation platform 2.
Slip hoisting frame also includes four connecting rods 4, and connecting rod 4 uses the round steel of a diameter of 20 millimeters.The one of connecting rod 4
End uses bolt to be connected with the Nut column (or bolt block) bottom jack 3, and the other end of connecting rod 4 uses bolt and operation
One angle of platform 2 connects.Four jack 3 are respectively by four angles of four connecting rods 4 with OBL operating platform 2
Connect, when to jack 3 oil altogether, four jack 3 slide up and down along four vertical rods 12 respectively, it is possible to smoothly drive behaviour
Make platform 2 to move up and down together.
Additionally, slip hoisting frame is also equipped with the conventional Hydraulic Elements such as control chamber 5, oil pipeline, flow speed control valve, control with control chamber 5
The lifting of jack 4 processed and landing, be not detailed at this.
For the sake of security, the surrounding of operating platform 2 is provided with guardrail.
It addition, bracing frame 1 can set up multilamellar forms " well " font.When the sliding height of jack 3 exceedes specified altitude,
Increasing cross bar 11 and ensure the stability of bracing frame 1, the two ends of the cross bar 11 of increase are separately fixed at adjacent two piece vertical rod 12
On jack 3 stop position below.
The number of vertical rod 12, movable pulley 13, jack 3 and connecting rod 4 in this preferred embodiment is respectively four, but
It is to be not limited to that, as long as the vertical rod 12 of more than three, movable pulley 13, jack 3 and connecting rod 4, can be suitable for
In this slip hoisting frame.
The present invention uses above-mentioned slip hoisting frame to construct, and comprises the following steps: first, installs slip hoisting frame.Gu
Surely connecting cross bar 11 and set up bracing frame 1 with vertical rod 12, under the bottom of vertical rod 12, fixing connection movable pulley 13, passes vertical rod 12
The center hole of jack 3, operating platform 2 is fixing with jack 3 to be connected.After slip hoisting frame installs, then promote slip
Hoisting frame, to the place of needs construction, is pressed movable pulley braking 131, is made movable pulley 13 maintain static.Workmen stands operation
After on platform 2, it is manipulated by case 5 and makes jack 3 drive operating platform 2 to slide up the height rising to need construction, stop
Jack 3 sliding, makes operating platform 2 rest at the height needing construction, and workmen can start construction.Construction completes
After, continue through operation control box and make jack 3 move to, at the next height needing construction, make operating platform 2 to stop
Stay at differing heights, thus realize construction location at differing heights is constructed.The most repeatedly, until slip hoisting frame stops
The construction staying the differing heights position in place is fully completed.When needs are to when constructing elsewhere, open movable pulley braking
131, promoting slip hoisting frame to need the place of construction to another, repeating said process, until completing all to construct.
In one alternate embodiment, after all having constructed, in order to dismantle slip hoisting frame, jack 3 is first passed through
Drive operating platform 2 to land along vertical rod 12, rest on vertical rod 12 with cross bar 11 connected position top.Afterwards from jack
3 lay down operating platform 2, take off jack 3 from vertical rod 12, lay down movable pulley 13, dismounting cross bar 11 and vertical rod 12 from vertical rod 12.
In one alternate embodiment, bracing frame 1 can be set up multilamellar and form " well " font.Sliding height when jack 3
When exceeding specified altitude, increasing cross bar 11 and ensure the stability of bracing frame 1, the two ends of the cross bar 11 of increase are separately fixed at phase
Below the position that the adjacent jack 3 in two vertical rods 12 stops.When the sliding height of jack 3 is again above specified altitude
Time, continue increase and set up one layer, the most repeatedly, until needing the construction operation of the height of construction to be fully completed.Such as when very heavy
Push up 3 sliding to 5m high position time, at 4.5m, add cross bar 11；When jack 3 sliding to 8m high position time, add at 7.5m
Cross bar 11, by that analogy.During dismounting too, such as when jack 3 drops to 8m position, remove the cross bar 11 at 7.5m；When
When jack 3 drops to 5m position, remove the cross bar 11 at 4.5m, by that analogy.
In sum, by the slip hoisting frame of the present invention and use the construction method of this slip hoisting frame achieve with
Lower technique effect:
1, the present invention uses jack 3 to drive operating platform 2 to slide along vertical rod 12 so that construction speed is fast, saves the time.
2, when the exterior wall constructed or inner wall surface height higher position need to do over again process, the foot set up during due to construction
Hand cradle has been removed complete, utilizes the slip hoisting frame of the present invention can solve high-rise working difficulty, meets construction requirement, it is to avoid
Artificial secondary sets up scaffold, reduces personnel's secondary and sets up the extra charge expenditures etc. such as scaffold, and disposable input is saved artificial
And fee of material, economic benefit is the most notable.
3, the slip hoisting frame of the present invention makes simple, with low cost, can remove, install, it is possible to recycling.
4, use the present invention slip hoisting frame move flexibly, liftable, easy construction, raising working performance.
The foregoing is only the preferred embodiments of the present invention, be not limited to the present invention, for those skilled in the art
For Yuan, the present invention can have various modifications and variations.All within the spirit and principles in the present invention, any amendment of being made,
Equivalent, improvement etc., should be included within the scope of the present invention.
Claims (9)
1. a slip hoisting frame, it is characterised in that including:
Bracing frame, including many cross bars, many vertical rods and multiple movable pulley, described cross bar is fixing with described vertical rod to be connected, institute
State under the bottom that movable pulley is fixedly connected on described vertical rod；
Operating platform, is arranged on the inside of support frame as described above；
Multiple jack, fixing with described operating platform are connected, and are installed with described vertical rod in the center hole of described jack, and described thousand
Jin heading tape moves described operating platform and slides up and down along described vertical rod.
Slip hoisting frame the most according to claim 1, it is characterised in that
Described slip hoisting frame also includes many connecting rods, and one end of described connecting rod is fixing with described jack to be connected, another
Hold be connected fixing with described operating platform.
Slip hoisting frame the most according to claim 1, it is characterised in that
The bottom welding of described jack has Nut column or bolt block, is used for connecting described operating platform.
Slip hoisting frame the most according to claim 1, it is characterised in that
Described slip hoisting frame also includes control chamber, for controlling lifting and the landing of described jack.
Slip hoisting frame the most according to claim 4, it is characterised in that
Described slip hoisting frame also includes controlling switch, and the described switch that controls controls institute by sending a signal to described control chamber
State lifting and the landing of jack.
Slip hoisting frame the most according to claim 5, it is characterised in that
The described switch that controls is arranged on the bottom margin of operating platform.
7. the method that the slip hoisting frame that a kind is applied described in claim 1 carries out constructing, it is characterised in that include following step
Rapid:
The fixing cross bar that connects sets up bracing frame with vertical rod, and fixing connection movable pulley under the bottom of described vertical rod, by described vertical rod
Through the center hole of jack, operating platform is fixing with described jack to be connected；
Promote described slip hoisting frame to the place of needs construction, press movable pulley braking, make described movable pulley maintain static；
Drive described operating platform to slide up the height rising to need construction by described jack, stop the cunning of described jack
Rise, after having constructed, drive described operating platform to slide into another height along described vertical rod again by described jack and continue
Construction, the most repeatedly, is fully completed until described slip hoisting frame stops local construction；
Open the braking of described movable pulley, promote described slip hoisting frame to need the place of construction to another, repeat said process, directly
All construct to completing.
Method the most according to claim 7, it is characterised in that also include following demounting procedure:
Described operating platform is driven to land along described vertical rod by described jack, that rest on described vertical rod with described cross bar
The top of connected position；
Lay down described operating platform from described jack, take off described jack from described vertical rod, lay down from described vertical rod described
Movable pulley, dismantles described cross bar and described vertical rod.
Method the most according to claim 7, it is characterised in that further comprising the steps of:
When described jack sliding exceedes specified altitude, increase described cross bar to ensure the stability of support frame as described above, institute
State below the position that the described jack that the two ends of cross bar are separately fixed in adjacent described vertical rod stops.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610390537.2A CN106049845A (en) | 2016-06-02 | 2016-06-02 | Sliding lifting frame and construction method with same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610390537.2A CN106049845A (en) | 2016-06-02 | 2016-06-02 | Sliding lifting frame and construction method with same |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106049845A true CN106049845A (en) | 2016-10-26 |
Family
ID=57170165
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610390537.2A Pending CN106049845A (en) | 2016-06-02 | 2016-06-02 | Sliding lifting frame and construction method with same |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106049845A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106639278A (en) * | 2016-11-18 | 2017-05-10 | 杭州知加网络科技有限公司 | Protective scaffold for fixed displacement of building staff |
| CN115196533A (en) * | 2022-06-22 | 2022-10-18 | 中国建筑第二工程局有限公司 | Electric lifting rotatable material vertical lifting device and construction method thereof |
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|---|---|---|---|---|
| CN2297501Y (en) * | 1996-07-10 | 1998-11-18 | 天津一建建筑工程有限公司 | Hydraulic lifting integral scaffold |
| CN2599134Y (en) * | 2003-03-03 | 2004-01-14 | 南通市第四建筑安装工程有限公司 | Construction device for lifting scaffold turnover plate of towering chimney |
| CN201850750U (en) * | 2010-08-19 | 2011-06-01 | 朱奎 | Operation platform for slip form construction of tubular structure |
| CN203475790U (en) * | 2013-07-23 | 2014-03-12 | 成都科创佳思科技有限公司 | Hydraulic lifting-type building scaffold |
| CN204225458U (en) * | 2014-10-09 | 2015-03-25 | 高惠冰 | A kind of novel household building crane |
| CN204609261U (en) * | 2015-05-08 | 2015-09-02 | 河北建筑工程学院 | Movable up-down builds scaffold by laying bricks or stones |
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2016
- 2016-06-02 CN CN201610390537.2A patent/CN106049845A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2297501Y (en) * | 1996-07-10 | 1998-11-18 | 天津一建建筑工程有限公司 | Hydraulic lifting integral scaffold |
| CN2599134Y (en) * | 2003-03-03 | 2004-01-14 | 南通市第四建筑安装工程有限公司 | Construction device for lifting scaffold turnover plate of towering chimney |
| CN201850750U (en) * | 2010-08-19 | 2011-06-01 | 朱奎 | Operation platform for slip form construction of tubular structure |
| CN203475790U (en) * | 2013-07-23 | 2014-03-12 | 成都科创佳思科技有限公司 | Hydraulic lifting-type building scaffold |
| CN204225458U (en) * | 2014-10-09 | 2015-03-25 | 高惠冰 | A kind of novel household building crane |
| CN204609261U (en) * | 2015-05-08 | 2015-09-02 | 河北建筑工程学院 | Movable up-down builds scaffold by laying bricks or stones |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106639278A (en) * | 2016-11-18 | 2017-05-10 | 杭州知加网络科技有限公司 | Protective scaffold for fixed displacement of building staff |
| CN106639278B (en) * | 2016-11-18 | 2019-07-26 | 常熟市苏南中江钢结构有限公司 | A kind of protection type scaffold of construction personnel fixed displacement |
| CN115196533A (en) * | 2022-06-22 | 2022-10-18 | 中国建筑第二工程局有限公司 | Electric lifting rotatable material vertical lifting device and construction method thereof |
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