CN108166767A - A kind of construction method and outer climbing frame protective device - Google Patents
A kind of construction method and outer climbing frame protective device Download PDFInfo
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- CN108166767A CN108166767A CN201810050291.3A CN201810050291A CN108166767A CN 108166767 A CN108166767 A CN 108166767A CN 201810050291 A CN201810050291 A CN 201810050291A CN 108166767 A CN108166767 A CN 108166767A
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- 230000009194 climbing Effects 0.000 title claims abstract description 143
- 238000010276 construction Methods 0.000 title claims abstract description 48
- 230000001681 protective effect Effects 0.000 title claims abstract description 17
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 56
- 239000002184 metal Substances 0.000 claims abstract description 21
- 229910052751 metal Inorganic materials 0.000 claims abstract description 21
- 239000004575 stone Substances 0.000 claims abstract description 19
- 239000011449 brick Substances 0.000 claims abstract description 15
- 238000000034 method Methods 0.000 claims abstract description 10
- 230000001737 promoting effect Effects 0.000 claims abstract description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 83
- 239000010959 steel Substances 0.000 claims description 83
- 230000007246 mechanism Effects 0.000 claims description 16
- 239000000463 material Substances 0.000 abstract description 6
- 229910000746 Structural steel Inorganic materials 0.000 description 9
- 238000010586 diagram Methods 0.000 description 7
- 230000006378 damage Effects 0.000 description 5
- 230000008569 process Effects 0.000 description 5
- 241001396014 Priacanthus arenatus Species 0.000 description 4
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 4
- 230000004888 barrier function Effects 0.000 description 3
- 239000000203 mixture Substances 0.000 description 3
- 230000003796 beauty Effects 0.000 description 2
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000003028 elevating effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
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- 230000004048 modification Effects 0.000 description 1
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- 239000007787 solid Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
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- 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
- E04G21/32—Safety or protective measures for persons during the construction of buildings
- E04G21/3204—Safety or protective measures for persons during the construction of buildings against falling down
- E04G21/3247—Storey high safety barrier hung from the facade and sliding up from level to level as work progresses
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention discloses a kind of construction method and outer climbing frame protective devices, belong to field of engineering building.This method mainly includes the following steps that：For construction operation layer with lower portion, secondary structure is carried out in advance and is built by laying bricks or stones, exterior wall faces side hole building wall；After promoting outer climbing frame, a foot guard between outer climbing frame and agent structure is set, the gap between the bottom of outer climbing frame and agent structure can be closed.Secondary structure is made to build troop by laying bricks or stones to march into the arena construction early stage, exterior wall faces side hole and builds by laying bricks or stones in advance, use the foot guard that closing is set between expanded metal lath, outer climbing frame bottom and agent structure instead with reference to outer climbing frame external protection net, excluded previous security risk, the possibility that personnel's object falls substantially reduces so that the horizontal net of construction operation layer lower part can be cancelled, and save material input, cost is reduced, improves working security.
Description
Technical field
The present invention relates to field of engineering building more particularly to a kind of construction method and outer climbing frame protective devices.
Background technology
In the protective device of building field, especially the falling object from high altitude of high-building construction operation is all weight all the time
The emphasis of point danger source protection.External protection net is generally used for various construction sites, particularly skyscraper by the prior art, can
Whole enclosed construction, can be effectively prevented the person, and the fall injury of object reduces the pollution of noise dust, reaches civilized construction, protects
Environment, the effect of beautifying city.Traditional construction scene is generally woven into soft external protection net using tightrope and is protected, i.e., close mesh
Net, but this external protection net matter is soft yielding, it is inflammable, and much time using, the material of Dense mesh screen will appear aging,
It is easy to destroy under external impacts, brings safety accident.In addition, there is at least sky of 30cm in the bottom of outer climbing frame and agent structure
Gap, previous is all by setting big eye net, preventing bulky objects from falling, but can not prevent small size such as finger stone etc.
It falls and intensity is not also high, once supervision and management is not in place, it is easy to and falling object from high altitude or falling from high altitude are caused, is formed great
Security risk causes great social influence and economic loss.Secondly, in construction, often later stage ability External Wall Lin Biandong
Mouth is built by laying bricks or stones, and in construction, people easily falls, therefore the clearance 3m below outer climbing frame construction layer operating surface from hole in this way
It is interior, it is necessary to one of horizontal safety net be set, and one of horizontal safety net should be set every 10m below first of horizontal net.It applies
Workshop section lower part uses horizontal safety net, largely increases cost input.
Invention content
The purpose of the present invention is to provide a kind of construction method and outer climbing frame protective devices, eliminate setting for horizontal safety net
It puts, has largely saved cost, in turn avoid the danger sources such as construction operation section falling object from high altitude, improve the safety of construction
Property.
To achieve the above object, following technical scheme is provided,
Construction method provided by the invention, the method mainly include the following steps that：
For construction operation layer with lower portion, secondary structure is carried out in advance and is built by laying bricks or stones, exterior wall faces side hole and builds by laying bricks or stones in advance；
After promoting outer climbing frame, a bottom steel plate, the bottom steel plate energy are set between the outer climbing frame and agent structure
Enough close the gap between the bottom of the outer climbing frame and agent structure.
Further, when the method further includes the promotion outer climbing frame, protection network is set in the outer climbing frame periphery.
Further, the outer climbing frame external protection net uses expanded metal lath.
Further, the bottom steel plate level setting.
Further, the bottom steel plate is detachably connected on the outer climbing frame, and the bottom steel plate level is set up
On gap between the outer climbing frame bottom and the agent structure.
The arrangement of the bottom steel plate is set to include：
Scalable channel steel is set on the bottom truss of the outer climbing frame；It, can by described in after the completion of the outer climbing frame is promoted
Flexible channel steel stretches out, and the steel plate is laid on the scalable channel steel.
Further, the agent structure is protruding in the horizontal direction bindiny mechanism, and the outer climbing frame connection is fixed
In the bindiny mechanism.
Further, described in one end of the bottom steel plate is hinged with the outer climbing frame bottom, the other end is fastened on
At the position that the bindiny mechanism of outer climbing frame bottom contacts with the agent structure.
Further, the outer climbing frame uses attached lifting scaffold, console mode steel pipe outer climbing frame or fastener type steel pipe
Outer climbing frame.
Further, the construction method further includes：After promoting the outer climbing frame, in the outer climbing frame and the main body knot
One middle part of setting is protected between structure.
A kind of outer climbing frame protective device, including being arranged on the expanded metal lath of the outer climbing frame periphery and being arranged on the outer climbing frame
Bottom steel plate between agent structure, the expanded metal lath are riveted on the outer surface of the outer climbing frame, and the bottom steel plate can
Close the gap between the outer climbing frame bottom and agent structure.
Compared with prior art, construction method provided by the invention makes secondary structure build troop by laying bricks or stones and marches into the arena construction early stage, outside
Wall faces side hole and builds by laying bricks or stones in advance, is used instead with reference to outer climbing frame external protection net and envelope is set between expanded metal lath, outer climbing frame and agent structure
The foot guard closed is excluded previous security risk, and the possibility that personnel's object falls substantially reduces so that construction is made
The horizontal net of industry layer lower part can be cancelled, and save material input, reduce cost, improve working security, reduce process,
Shorten the duration.
Outer climbing frame protective device provided by the invention, expanded metal lath are riveted on the outer surface of outer climbing frame so that in work progress
In avoid the insecurity caused by Dense mesh screen breakage, artificial destruction or loosening can be prevented, make its safety and stability, clean and tidy beautiful
It sees；Totally enclosed bottom steel plate, existing gap herein use together for the bottom of outer climbing frame and the gap setting of agent structure
Big eye net and be not totally-enclosed, can prevent big object from falling, but small stone, rubbish etc. throw away the possibility for falling down and hurting sb.'s feelings, this
Invention using totally enclosed bottom steel plate can be between effective protection outer climbing frame and agent structure gap, solve where there is peace
Full hidden danger.
Description of the drawings
Fig. 1 is schematic diagram of the present invention using constructing structure after the construction method in embodiment one.
Fig. 2 is the masonry structure schematic diagram that is formed after building by laying bricks or stones in advance in the embodiment of the present invention one.
Fig. 3 is the structure diagram of outer climbing frame in the embodiment of the present invention two.
Fig. 4 is the structure diagram of the first connection fastener and column in Fig. 3.
Fig. 5 is the second connection fastener structure diagram in Fig. 3.
Fig. 6 is the structure diagram of long transverse tube in Fig. 3.
Fig. 7 is the structure diagram of outer climbing frame external protection net in embodiment two.
Reference numeral：1- outer climbing frames；2- expanded metal laths；3- bottoms steel plate；4- agent structures；5- masonries；6- columns；7- second
Connection fastener；8- long transverse tubes；The first connection fasteners of 9-；10- loading plates；11- angle iron frames；12- square tubes；13- main frames connect
Part；14- junction steel plates；101- bindiny mechanisms；701- hinge structures；702- pedestals；703- protrusions；801- through-holes.
Specific embodiment
Technical solution to further illustrate the present invention below with reference to the accompanying drawings and specific embodiments.
Embodiment one
As illustrated in fig. 1 and 2, construction method provided in an embodiment of the present invention, method mainly include the following steps that：
S1) is carried out by secondary structure in advance and is built by laying bricks or stones, exterior wall faces side hole and builds shape by laying bricks or stones in advance with lower portion for construction operation layer
Into masonry 5, only process in advance, be but avoided that falling for personnel in work progress；
When S2) promoting outer climbing frame 1, protection network is set in 1 periphery of outer climbing frame, to prevent object and personnel from falling；
S3 after) promoting outer climbing frame 1, a bottom steel plate 3 between outer climbing frame 1 and agent structure 4 is set, outer climb can be closed
Gap between the bottom of frame 1 and agent structure 4.
Specifically, as shown in Figure 1, outer climbing frame 1 is using attached lifting scaffold, console mode steel pipe outer climbing frame or fastener type
Steel pipe outer climbing frame, in the present embodiment, using fastener type steel pipe outer climbing frame, agent structure 4 is protruding in the horizontal direction connection
Mechanism 101, outer climbing frame 1 are fixedly connected in bindiny mechanism 101, the sky of the 30cm between the bottom of outer climbing frame 1 and agent structure 4
One of totally-enclosed steel plate of setting at gap, existing gap herein is using big eye net and is not totally-enclosed, can prevent big object from falling
It falls, but small stone, rubbish etc. still have the possibility for falling down and hurting sb.'s feelings, the present invention can be closed effectively using totally enclosed bottom steel plate 3
Gap between outer climbing frame 1 and agent structure 4, solve where there is security risk.Outer climbing frame external protection net uses steel plate
Net 2, the mesh diameter of expanded metal lath 2 is 3-5mm, and the setting of expanded metal lath 2 makes outer guard become the steel material of safer beauty
Expect, and the outer surface of outer climbing frame 1 is fixedly connected on by rivet, with Lifting and lowering for scaffold synchronization lifting, avoid in the construction process
Caused by Dense mesh screen breakage insecurity, can prevent artificial destruction or loosening, make its safety and stability, neat and artistic.
Further, bottom steel plate 3 is detachably connected on outer climbing frame 1, can level set up and close 1 bottom of outer climbing frame
With the gap between agent structure 4, specifically, bottom plate is arranged on the bindiny mechanism that 1 bottom of outer climbing frame is connect with agent structure 4
On 101, multiple scalable channel steels are set in the bottom truss of outer climbing frame 1, scalable channel steel stretches out truss and resists agent structure
4, steel plate is laid in stretching out on that section of channel steel of truss, the horizontal clearance between outer climbing frame 1 and agent structure 4 is tight-closed, it is thorough
Horizontal protective fails the small objects of barrier in the middle part of the barrier upper strata of bottom.Further, the bottom steel plate is set by following steps
3：Scalable channel steel is set on the bottom truss of outer climbing frame 1；After the completion of outer climbing frame 1 is promoted, scalable channel steel is stretched out, is laid with
Steel plate.
As another embodiment, bottom steel plate 3 can also be inclined at 1 bottom of outer climbing frame and agent structure 4 it
Between, specifically, one end of bottom steel plate 3 is hinged with 1 bottom of outer climbing frame, the other end is fastened on what 1 bottom of outer climbing frame was connect
At the position that bindiny mechanism 101 contacts with agent structure 4.
Further, the construction method of the present embodiment further includes：After promoting outer climbing frame 1, in outer climbing frame 1 and agent structure 4
Between setting one middle part protect, specifically, middle part protection for horizontally disposed middle part protect, middle part protect by strut and fixed frame
Rack composition on strut, wherein, the first end of strut is connect by a rotary buckle with the column 6 of outer climbing frame 1 makes branch
Bar can in the vertical direction be rotated using tie point as axis, the second end of strut against agent structure 4, with this close outer climbing frame 1 with
Gap between agent structure 4.
Bottom steel plate 3 and middle part protection in the present embodiment can be realized by following steps to outer climbing frame 1 and main body knot
The horizontal protective in construction gap between structure 4：
Strut is connected by rotary buckle on the column 6 at 1 middle part of outer climbing frame；
The fixed rack on strut forms the middle part horizontal protective between outer climbing frame 1 and agent structure 4；
Scalable channel steel is set on the bottom truss of outer climbing frame 1；
After the completion of outer climbing frame 1 is promoted, scalable channel steel is stretched out, is laid with steel plate, form outer climbing frame 1 and agent structure 4 it
Between a bottom level protection；
When promoting outer climbing frame 1, the column 6 of strut and outer climbing frame 1 is held together by horizontal protective in the middle part of pull-up, simultaneously will
The steel plate being layed on channel steel is removed, and by channel steel retraction truss, inspection starts to be promoted after being totally separated；
After the completion of outer climbing frame 1 is promoted, unlock the column 6 of strut and outer climbing frame 1, make in the middle part of horizontal protective around rotary buckle to
Lower rotation seals gap, while stretch out channel steel against agent structure 4, and be laid with steel plate, fix tightly again against agent structure 4
Gu closing horizontal clearance, reach protection purpose.
It should be noted that DB11 945-2012 engineering construction site safety level of protection 2.3.20 is clearly advised
It is fixed, below outer climbing frame construction layer operating surface in clearance 3m, it is necessary to which one of horizontal safety net, first of horizontal net lower section are set
Every 10m, one of horizontal safety net should be set.In addition,《Construction fastener type steel pipe outer climbing frame technical specification of security》
It is provided in JGJ130-2001, the distance between outer climbing frame 1 and agent structure 4 at least need 30cm.
Construction method provided by the invention makes secondary structure build troop by laying bricks or stones and marches into the arena construction early stage, and exterior wall, which faces side hole, to shift to an earlier date
It builds by laying bricks or stones, using the 30cm gap locations between expanded metal lath 2,1 bottom of outer climbing frame and agent structure 4 instead with reference to outer climbing frame external protection net sets
The horizontal protective of closing is put, is excluded previous security risk, the possibility that personnel's object falls substantially reduces so that applies
The horizontal safety net of work work layer lower part can be cancelled, and save material input, reduce cost, improve working security, subtract
Lack process, shorten the duration.
Embodiment two
As shown in Figure 1, the embodiment of the present invention provides a kind of outer climbing frame external protection device, including being arranged on outside outer climbing frame 1
The expanded metal lath 2 enclosed and the bottom steel plate 3 being arranged between outer climbing frame 1 and agent structure 4, expanded metal lath 2 are fixedly connected on outer climbing frame 1
Outer surface, bottom steel plate 3 can close the gap between 1 bottom of outer climbing frame and agent structure 4.
Further, in the present embodiment, as shown in fig. 7, the external protection of outer climbing frame 1 includes angle iron frame 11, main frame
Connector 13, expanded metal lath 2 and the junction steel plate 14 for fixing square tube 12, square tube 12 are fixed on angle frame by junction steel plate 14
In frame 11, outside plate net 2 is used to support, expanded metal lath 2 is riveted on the outside of angle iron frame 11 and square tube 12, main framework connecting part
13 are distributed in the inside of angle iron frame 11, and pass through bolt and be connected with the main frame of outer climbing frame 1.Junction steel plate 14 is located at angle frame
The center of frame 11 is connected by welding with angle iron frame 11.The present invention in use, expanded metal lath 2 be used as outer climbing frame external protection net,
Expanded metal lath 2 is fixed on 11 outside of angle iron frame, and angle iron frame 11 is connect by the main framework connecting part 13 of inside with main frame, main
Main frame connecting plate can be freely rotated around rotary shaft and be connect by bolt with main frame in framework connecting piece 13, angle iron frame 11
Connecting plate is welded in 11 inside of angle iron frame.Wherein, the mesh diameter of expanded metal lath 2 is 3-5mm, and the setting of expanded metal lath 2 makes outside
Protection and is fixedly connected on the main frame of outer climbing frame 1 by rivet as the steel material of safer beauty, with climbing outside
Frame 1 lifts synchronization lifting, avoids the insecurity caused by Dense mesh screen breakage in the construction process, can prevent artificial destruction
Or loosen, make its safety and stability, neat and artistic.
Further, agent structure 4 is protruding in the horizontal direction bindiny mechanism 101, and outer climbing frame 1 is fastened on
On connection mechanism 101, outer climbing frame 1 uses attached lifting scaffold, console mode steel pipe outer climbing frame or fastener type steel pipe outer climbing frame, this
Outer climbing frame 1 in embodiment, using fastener type steel pipe outer climbing frame.As seen in figures 3-6, fastener type steel pipe outer climbing frame include column 6,
Long transverse tube 8, the first connection fastener 9, the second connection fastener 7 and loading plate 10, column 6 and long transverse tube 8 are seamless square tube, long horizontal
8 both ends of pipe are equipped with through-hole 801；First connection fastener 9 is coaxial pairing page structure 701, and the second connection fastener 7 is a band
Double bolted hinge structures 701 are fixed with pedestal 702 on 701 side of hinge structure, 702 upper edge of the pedestal hinge
Structure 701 it is axially extending go out a protrusion 703, which matches with 801 size of through-hole；The loading plate 10 is slab construction,
Partly lower prominent formed of extension is linked up on its two sides.The size of the hook is matched with long transverse tube 8, and loading plate 10 is facilitated to be hung on length
On transverse tube 8, during outer climbing frame 1 is installed, loading plate 10 is hung up in time, can play the role of stable outer climbing frame 1 and take
Build outer climbing frame 1；Wherein, long 8 one end of transverse tube is embedded in the beam slab of agent structure 4, with 4 face concrete placings of agent structure one
It rises, one end and the column 6 and loading plate 10 for stretching out agent structure 4 are solid by the first fastener, the second connection fastener 7 and hook connection
It is fixed, form above-mentioned bindiny mechanism 101；For outer climbing frame 1 after installation is complete, loading plate 10 is indispensable tool in construction.The pedestal 702
Lower section is equipped with triangle gusset, and a side is fixed on the hinge structure 701, and another side is fixed on 702 bottom surface of pedestal, improves
Endurance.
Certainly, the present embodiment is not limited to the structure of fastener type steel pipe outer climbing frame, can also use attached lifting scaffold, should
Attached lifting scaffold refers to set up certain altitude and be attached in engineering structure, can by itself lifting device and device
It successively climbs or declines with engineering structure, the external scaffolding with overturn-preventing, falling proof device；Attached lifting scaffold mainly by
The compositions such as attached lifting scaffold frame structure, attachment support, anti-tilt device, falling proof device, elevating mechanism and control device.
Further, middle part protection is protected for horizontally disposed middle part, and middle part protection is set on strut by strut and fixed frame
On rack composition, wherein, the first end of strut is connect by a rotary buckle with the column 6 of outer climbing frame 1 enables strut to connect
Contact rotates in the vertical direction for axis, and the second end of strut is closed with this between outer climbing frame 1 and building against agent structure 4
Gap.
Further, bottom steel plate 3 is detachably connected on outer climbing frame 1, can level set up and close 1 bottom of outer climbing frame with
Gap between agent structure 4 specifically, sets the scalable channel steel of plural number, scalable channel steel in the bottom truss of outer climbing frame 1
It stretches out truss and resists agent structure 4, steel plate is laid in stretching out on that section of channel steel of truss, it will be between outer climbing frame 1 and agent structure 4
Horizontal clearance is tight-closed, thoroughly obstructs the small objects that horizontal protective in the middle part of upper strata fails barrier.
As another embodiment, bottom steel plate 3 can also be inclined at 1 bottom of outer climbing frame and agent structure 4 it
Between, specifically, one end of bottom steel plate 3 is hinged with 1 bottom of outer climbing frame, the other end is fastened on and is connect with 1 bottom of outer climbing frame
The position that is contacted with agent structure 4 of bindiny mechanism 101 at.
Outer climbing frame protective device provided in an embodiment of the present invention, expanded metal lath 2 are riveted on the outer surface of outer climbing frame 1 so that
The insecurity caused by Dense mesh screen breakage is avoided in work progress, artificial destruction or loosening can be prevented, makes its safety steady
It is fixed, neat and artistic；The 30cm gaps setting of the bottom of outer climbing frame 1 and agent structure 4 totally-enclosed steel plate together, it is existing herein
Gap is using big eye net and is not totally-enclosed, can prevent big object from falling, but small stone, rubbish etc. are thrown away and falls down what is hurted sb.'s feelings
May, the gap that the present invention can be between effective protection outer climbing frame 1 and agent structure 4 using totally enclosed bottom steel plate 3 solves this
Security risk existing for place.
Obviously, the above embodiment of the present invention is just for the sake of clearly illustrating example of the present invention, and it is pair to be not
The restriction of embodiments of the present invention.For those of ordinary skill in the art, may be used also on the basis of the above description
To make other variations or changes in different ways.There is no necessity and possibility to exhaust all the enbodiments.It is all this
All any modification, equivalent and improvement made within the spirit and principle of invention etc., should be included in the claims in the present invention
Protection domain within.
Claims (10)
1. a kind of construction method, which is characterized in that including：
For construction operation layer with lower portion, secondary structure is carried out in advance and is built by laying bricks or stones, exterior wall faces side hole and builds by laying bricks or stones in advance；
After promoting outer climbing frame (1), bottom steel plate (3), the bottom are set between the outer climbing frame (1) and agent structure (4)
Steel plate (3) can close the gap between the bottom of the outer climbing frame (1) and agent structure (4).
2. construction method according to claim 1, which is characterized in that the method, which further includes, promotes the outer climbing frame (1)
When, in the outer climbing frame (1) periphery setting protection network.
3. construction method according to claim 2, which is characterized in that outer climbing frame (1) the external protection net uses steel plate
Net.
4. construction method according to claim 1, which is characterized in that the bottom steel plate (3) is detachably connected to institute
It states on outer climbing frame (1), bottom steel plate (3) level is ridden upon between the outer climbing frame (1) bottom and the agent structure (4)
Gap on.
5. construction method according to claim 4, which is characterized in that the step of setting bottom steel plate (3) includes：
Scalable channel steel is set on the bottom truss of the outer climbing frame (1)；After the completion of the outer climbing frame (1) is promoted, by described in
Scalable channel steel stretches out, and the bottom steel plate (3) is laid in the scalable channel steel.
6. construction method according to claim 1, which is characterized in that the agent structure (4) is in the horizontal direction to overhanging
Chu You bindiny mechanisms (101), the outer climbing frame (1) are fixedly connected in the bindiny mechanism (101).
7. construction method according to claim 6, which is characterized in that one end of the bottom steel plate (3) is climbed outside with described
Frame (1) bottom is hinged, and the other end is fastened on the bindiny mechanism (101) of the outer climbing frame (1) bottom and the main body
At the position of structure (4) contact.
8. construction method according to claim 1, which is characterized in that the outer climbing frame (1) using attached lifting scaffold,
Console mode steel pipe outer climbing frame or fastener type steel pipe outer climbing frame.
9. according to claim 1-8 any one of them construction methods, which is characterized in that the construction method further includes：It is promoted
After the outer climbing frame (1), setting middle part is protected between the outer climbing frame (1) and the agent structure (4).
10. a kind of outer climbing frame protective device, including being arranged on the expanded metal lath (2) of the outer climbing frame (1) periphery and being arranged on described
Bottom steel plate between outer climbing frame (1) bottom and agent structure (4), the expanded metal lath (2) are riveted on the outer of the outer climbing frame (1)
Surface, the bottom steel plate (3) can close the gap between the outer climbing frame (1) bottom and agent structure (4).
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| CN201810050291.3A CN108166767A (en) | 2018-01-18 | 2018-01-18 | A kind of construction method and outer climbing frame protective device |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109972850A (en) * | 2019-04-25 | 2019-07-05 | 中建四局第一建筑工程有限公司 | It is a kind of can be with the safe guarding shed of creeping formwork synchronization lifting |
| CN110541556A (en) * | 2019-09-11 | 2019-12-06 | 云南建投建筑机械有限公司 | Attached lifting scaffold and climbing method |
| CN115196559A (en) * | 2022-09-16 | 2022-10-18 | 秦皇岛优益重工科技有限公司 | Novel installation lifting frame and lifting method for walking type hydraulic jacking |
| CN116816128A (en) * | 2023-08-07 | 2023-09-29 | 北京市建筑工程研究院有限责任公司 | Super high-rise core tube wall opening assembly type protection system for climbing formwork and construction method thereof |
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| CN102383588A (en) * | 2011-08-25 | 2012-03-21 | 深圳市特辰科技股份有限公司 | Lifting platform for protecting safety of high-level construction |
| CN102704665A (en) * | 2012-06-07 | 2012-10-03 | 中国建筑第八工程局有限公司 | Foldable horizontal protector between external climbing frame and building and foldable horizontal protection method |
| CN104372923A (en) * | 2014-10-31 | 2015-02-25 | 无锡市安捷脚手架有限公司 | Scaffold |
| CN204627010U (en) * | 2015-04-22 | 2015-09-09 | 中建六局建设发展有限公司 | A kind of outer guard net being applicable to climbing frame |
| CN207776478U (en) * | 2018-01-18 | 2018-08-28 | 北京崇建工程有限公司 | Outer climbing frame protective device |
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| CN109972850A (en) * | 2019-04-25 | 2019-07-05 | 中建四局第一建筑工程有限公司 | It is a kind of can be with the safe guarding shed of creeping formwork synchronization lifting |
| CN110541556A (en) * | 2019-09-11 | 2019-12-06 | 云南建投建筑机械有限公司 | Attached lifting scaffold and climbing method |
| CN115196559A (en) * | 2022-09-16 | 2022-10-18 | 秦皇岛优益重工科技有限公司 | Novel installation lifting frame and lifting method for walking type hydraulic jacking |
| CN115196559B (en) * | 2022-09-16 | 2022-12-13 | 秦皇岛优益重工科技有限公司 | Installation lifting frame and lifting method for walking type hydraulic jacking |
| CN116816128A (en) * | 2023-08-07 | 2023-09-29 | 北京市建筑工程研究院有限责任公司 | Super high-rise core tube wall opening assembly type protection system for climbing formwork and construction method thereof |
| CN116816128B (en) * | 2023-08-07 | 2023-12-19 | 北京市建筑工程研究院有限责任公司 | Super high-rise core tube wall opening assembly type protection system for climbing formwork and construction method thereof |
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