CN201460186U - Adhesive lifting scaffold - Google Patents
Adhesive lifting scaffold Download PDFInfo
- Publication number
- CN201460186U CN201460186U CN2009201034955U CN200920103495U CN201460186U CN 201460186 U CN201460186 U CN 201460186U CN 2009201034955 U CN2009201034955 U CN 2009201034955U CN 200920103495 U CN200920103495 U CN 200920103495U CN 201460186 U CN201460186 U CN 201460186U
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- support
- lifting
- support body
- fixed
- frame body
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- Expired - Fee Related
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Abstract
The utility model relates to a scaffold, in particular to an adhesive lifting scaffold and provides a novel structure. The adhesive lifting scaffold comprises a frame body, wherein a protective screen is wholly arranged at the outer side of the frame body; the inner side of the frame body is provided with a guide rail that lifts relatively to an adhesive support; a lift power system is arranged on the frame body; the lift power system comprises an electric hoist that is fixed on the frame body; a chain of the electric hoist is connected with one end of a lifting main rope; the other end of the lifting main rope is wound on a lifting pulley that is fixed at the lower part of the frame body, and then is fixed on the adhesive support; an anti-dropping device is arranged on the adhesive support; a plurality of fixing supporting points are arranged on the frame body; each fixing supporting point is connected with one end of a diagonal cable wire; and the other end of the diagonal cable wire is connected on the adhesive support corresponding to the fixing supporting points. The utility model has the benefits that the adhesive lifting scaffold is safe, reliable and economic, and can be assembled and formed at one time; the small area is occupied; the structure is flexible; the construction efficiency is high; and without the operation outside the scaffold, the safety is high.
Description
Technical field
The utility model belongs to scaffold, is specifically related to a kind of attached lift scaffold.
Background technology
Existing scaffold has various ways, as lands frame, hanger, the frame of encorbelmenting, climbing frame.Land frame: cost is very high, and work high above the ground is many, and quantity of material is many, loss is big, and safety is low, and people, the thing rate of falling is big; Field control is difficult in addition, and it is long that support body cooperates every layer of need to hang down, take the tower crane time cycle with exterior sheathing, has a big risk, safety is low, thereby is unfavorable for the main body construction progress.Hanger: cost is higher, and every layer of dismounting work high above the ground is many, and 2 a slice fractures are many, protects not sternly, and safety is low, and material turnover recruitment is many, and tower crane is busy; In addition the field control time many, exterior sheathing need use tower crane to hang down at every turn, difficulty of construction is big, the finishing stage can't use, and influences construction speed.The frame of encorbelmenting: cost is higher, takes that to tear number of times open too much, and people, the thing rate of falling is big, and the shear wall position takes that to tear safety open low, and the main body construction progress is fast in addition, and builder's jack is unfavorable for the duration progress, and the outstanding high safety performance of builder's jack is low, and it is poor if having time that internal frame is removed with outrigger.Climbing frame (crane): cost is low, takes at low layer and tears open, climbs, descends and operate in support body, safety, anti-dumping performance are good, anti-fall safe and reliable, closed construction, climbing frame can promote synchronously with large form and reduce the tower crane order of classes or grades at school, and field control is few, recruitment guarantees construction speed less, material is few, the equipment management specialization, and operation can be shared the over contract security risk, the 3m floor height, lifting in 30～40 minutes puts in place.Can fully satisfy main structure construction, decoration construction requirement.
Summary of the invention
The utility model provides a kind of novel attached lift scaffold.
The utility model adopts following technical scheme to realize:
A kind of attached lift scaffold, it comprises support body, support body outside integral body is provided with protective screening, the support body inboard is provided with guide rail, guide rail is installed on to support with some parallel to each other the adhering to that major structure of construction connects and goes up and can adhere to the supporting elevation motion relatively, support body is provided with the lifting dynamical system, the lifting dynamical system comprises the electric block that is fixed on the support body, the chain of electric block connects the main rope of lifting one end, promote the fixing lifting tackle in main rope other end pile warp support body bottom, being fixed on one adheres in the support, this adheres to anti-drop device is set in the support, the plurality of fixed fulcrum is set on the support body, connects an end of oblique rollering steel silk rope on each fixed support, the other end of oblique rollering steel silk rope is connected in fixed support and adheres in the support accordingly.
Adhere to and support the two parallel support shaped steel that comprise with the major structure of construction connection, support the shaped steel below junction plate is set, the inboard of supporting between the shaped steel is provided with stiffener, the directive wheel that the guide rail relatively of two symmetries of arranged outside rolls.
Support body divides three sections or two sections to connect up and down.Adhere to support and can be provided with three groups or two groups, wherein one group is adhered to and support to go up a fixing end that promotes main rope, and anti-drop device is set, and two groups or one group connect oblique rollering steel silk rope in addition.
Attached lift scaffold described in the utility model is applicable to all kinds of highrise buildings, it is by adhering to the load-bearing brace summer attached on the major project structure, rely on the jacking equipment of self to realize lifting, along with the major project progress is carried out lifting along building body, can fully satisfy main structure construction, decoration construction requirement.Dynamical system on the support body such as electric block etc. put in place with the support body lifting automatically, avoid manually leading dress, and the stressed Position Design of support body lifting is reasonable: lifting tackle that is provided with on the support body and electric block to hang the position reasonable.Be supported on support body protective screening inside because of adhering to, avoid adhering to the risk that supports dismounting, safe saving of labor.
The utlity model has following beneficial effect:
But 1, the utility model single action, group motion, rise and fall are all very steady, and hoisting velocity reaches national standard, and be safe, reliable, economical.
2, the utility model can once be assembled shaping, need not tower crane and dismantles repeatedly.
3, the place takies very for a short time, and structure is flexible and changeable, the efficiency of construction height.
4, all in the protective screening of bottom, operating personnel need not to operate outside frame lifting appliance etc., the security performance height.
5, promote put in place after, reinforce convenient and swiftly, it is safe and reliable to install anti-drop system additional, helps the main body construction progress.
6, dynamical system such as electric block etc. put in place with the support body lifting automatically and avoid manually leading dress, and the stressed Position Design of support body lifting is reasonable, avoids adhering to the risk that supports dismounting.
Description of drawings
Fig. 1 is a structural representation of the present utility model
Fig. 2 is the structural representation that adheres to support
Fig. 3 is the vertical view of Fig. 2
Among the figure: the 1-support body, the 2-electric block, the 3-chain, the 4-protective screening, 5-lifting tackle, 6-promote main rope, 7-oblique rollering steel silk rope, the 8-guide rail, the 9-junction plate, 10-supports shaped steel, 11-stiffener, 12-directive wheel, 13-anti-drop device, 14-fixed support.
The specific embodiment
In conjunction with the accompanying drawings embodiment of the present utility model is described further.
Attached lift scaffold, it comprises support body 1, is connected into the stress frame of support body jointly by vertical main frame and horizontal truss and steel pipe, fastener.The connection steel pipe of horizontal truss or connection shaped steel connect by bolt.Vertical main frame divides three sections or two sections to connect up and down, fully satisfies the installation of adhering to support, thereby guarantees the stability and the fastness of support body.
Adhere to and support the two parallel support shaped steel 10 that comprise with the major structure of construction connection, support shaped steel 10 belows junction plate 9 is set, the inboard of supporting between the shaped steel 10 is provided with stiffener 11, the directive wheel 12 that the guide rail relatively 8 of two symmetries of arranged outside rolls.Generally adhere to support and be provided with three groups with corresponding three sections vertical main frames (two groups also can), wherein one group is adhered to support and goes up a fixing end that promotes main rope 6, and anti-drop device 13 is set.
Before promoting, removes support body the nethermost support of adhering to earlier, start electric block 2, pulling promotes main rope 6, support body 1 is risen, electric block 2 promotes with support body automatically, need not manually to lead dress. after lifting puts in place, to adhere to again before promote next time to support and be installed in topmost. then oblique rollering steel silk rope is installed on the bearing pin at junction plate place and bears the support body load. finish one and promote operation, otherwise step-down operation, adhere to support and lead dress downwards, descend successively. will uppermostly adhere to support again before landing next time and be installed in the bottom. after decline puts in place, oblique rollering steel silk rope is installed on the bearing pin at junction plate place and bears the support body load.
Claims (4)
1. attached lift scaffold, it comprises support body (1), support body (1) outside integral body is provided with protective screening (4), support body (1) inboard is provided with guide rail (8), guide rail (8) is installed on to support with some parallel to each other the adhering to that major structure of construction connects and goes up and can adhere to the supporting elevation motion relatively, support body (1) is provided with the lifting dynamical system, it is characterized in that the lifting dynamical system comprises the electric block (2) that is fixed on the support body (1), the chain (3) of electric block (2) connects the main rope of lifting (6) one ends, promote the fixing lifting tackle (5) in main rope (6) other end pile warp support body bottom, being fixed on one adheres in the support, this adheres to anti-drop device (13) is set in the support, plurality of fixed fulcrum (14) is set on the support body (1), connect an end of oblique rollering steel silk rope (7) on each fixed support, the other end of oblique rollering steel silk rope (7) is connected in fixed support and adheres in the support accordingly.
2. attached lift scaffold according to claim 1, it is characterized in that described adhering to supporting the two parallel support shaped steel (10) that comprise with the major structure of construction connection, support shaped steel (10) below junction plate (9) is set, the inboard of supporting between the shaped steel (10) is provided with stiffener (11), the directive wheel (12) that the guide rail relatively of two symmetries of arranged outside rolls.
3. attached lift scaffold according to claim 1 and 2 is characterized in that described support body divides three sections or two sections to connect up and down.
4. attached lift scaffold according to claim 3, it is characterized in that described adhere to support be provided with three groups or two groups, wherein one group is adhered to the end that fixing lifting main restrict (6) are gone up in support, and anti-drop device (13) is set, and two groups or one group connect oblique rollering steel silk rope (7) in addition.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201034955U CN201460186U (en) | 2009-06-26 | 2009-06-26 | Adhesive lifting scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201034955U CN201460186U (en) | 2009-06-26 | 2009-06-26 | Adhesive lifting scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201460186U true CN201460186U (en) | 2010-05-12 |
Family
ID=42387539
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009201034955U Expired - Fee Related CN201460186U (en) | 2009-06-26 | 2009-06-26 | Adhesive lifting scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201460186U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102535830A (en) * | 2012-01-12 | 2012-07-04 | 深圳市鹏城建筑集团有限公司 | Machine position adhesion device for monolithic climbing scaffold for constructing prefabricated building |
| CN105401714A (en) * | 2015-10-27 | 2016-03-16 | 重庆东辰建筑机械安装工程有限公司 | Attached lifting scaffold and lifting method |
| CN109629813A (en) * | 2019-01-03 | 2019-04-16 | 中国建筑第五工程局有限公司 | A kind of arc gradual change is interior to receive structure attached lifting scaffold |
| CN109680917A (en) * | 2018-12-17 | 2019-04-26 | 筑梦高科建筑有限公司 | A kind of anti-fall climbing frame |
-
2009
- 2009-06-26 CN CN2009201034955U patent/CN201460186U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102535830A (en) * | 2012-01-12 | 2012-07-04 | 深圳市鹏城建筑集团有限公司 | Machine position adhesion device for monolithic climbing scaffold for constructing prefabricated building |
| CN102535830B (en) * | 2012-01-12 | 2013-06-26 | 深圳市鹏城建筑集团有限公司 | Machine position adhesion device for monolithic climbing scaffold for constructing prefabricated building |
| CN105401714A (en) * | 2015-10-27 | 2016-03-16 | 重庆东辰建筑机械安装工程有限公司 | Attached lifting scaffold and lifting method |
| CN109680917A (en) * | 2018-12-17 | 2019-04-26 | 筑梦高科建筑有限公司 | A kind of anti-fall climbing frame |
| CN109629813A (en) * | 2019-01-03 | 2019-04-16 | 中国建筑第五工程局有限公司 | A kind of arc gradual change is interior to receive structure attached lifting scaffold |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100512 Termination date: 20130626 |