CN109838098A - Distributing platform system for the construction of Super High tube structure - Google Patents
Distributing platform system for the construction of Super High tube structure Download PDFInfo
- Publication number
- CN109838098A CN109838098A CN201910035947.9A CN201910035947A CN109838098A CN 109838098 A CN109838098 A CN 109838098A CN 201910035947 A CN201910035947 A CN 201910035947A CN 109838098 A CN109838098 A CN 109838098A
- Authority
- CN
- China
- Prior art keywords
- construction
- super high
- distributing platform
- dumping
- pulley
- 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.)
- Granted
Links
- 238000010276 construction Methods 0.000 title claims abstract description 61
- 229910000831 Steel Inorganic materials 0.000 claims description 34
- 239000010959 steel Substances 0.000 claims description 34
- 239000000463 material Substances 0.000 claims description 14
- 239000004744 fabric Substances 0.000 claims description 7
- 230000009194 climbing Effects 0.000 claims description 2
- 230000003321 amplification Effects 0.000 description 5
- 238000010586 diagram Methods 0.000 description 5
- 238000003199 nucleic acid amplification method Methods 0.000 description 5
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 238000005086 pumping Methods 0.000 description 3
- 230000002457 bidirectional effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Types And Forms Of Lifts (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
The present invention provides a kind of distributing platform systems for the construction of Super High tube structure, and anti-tilt device of the invention includes anti-dumping pulley, anti-dumping guide rail and crown wall pulley, for preventing accentric support Split assembled distributing platform system from toppling risk.Vertical anti-dumping guide rail can be set close to the horizontal structure side of super high-rise building Core Walls Structure in interior tub, and anti-dumping pulley is arranged in horizontal structure edge in super high-rise building Core Walls Structure elevator according to requirement of engineering, be stuck in anti-dumping pulley on anti-dumping guide rail.In addition, if close to the vertically arranged arterial highway crown wall pulley in the wall body structure side in split type interior tub, the anti-dumping pulley cooperation crown wall idler wheel symmetrically and evenly arranged provides the two-way effective lateral restraint of distributing platform system, guarantees the safe construction of distributing platform system.
Description
Technical field
The present invention relates to a kind of distributing platform systems for the construction of Super High tube structure.
Background technique
The height of super high-rise building Core Walls Structure is generally at 5 meters or more.Super high-rise building Core Walls Structure concrete distributing is usually adopted
Distributing mode is combined with hard tube hose or using the whole material distributing machine cloth to climb in hydraulic steel platform, stability is poor.Hard tube is soft
Pipe combination cloth form is simple and crude, need to put into considerable amount of labour；The disadvantage of steel platform material distributing machine be it is whole climb it is hydraulic
Steel platform involves great expense, and construction cost is big, needs at the top of concrete pumping to Core Walls Structure through the level above steel platform top beam
Pipe accesses material distributing machine, makes troubles to construction personnel's walking in steel platform.
Summary of the invention
The purpose of the present invention is to provide a kind of distributing platform systems for the construction of Super High tube structure, are able to solve
The problem of existing distributing platform stability difference.
To solve the above problems, the present invention provides a kind of distributing platform system for the construction of Super High tube structure, packet
It includes:
It is set to the wall body structure of the two sides of the super high-rise building Core Walls Structure of construction；
It is set to the lifting rail at the top of the wall body structure；
The distributing platform being set on the lifting rail；
The material distributing machine being set on the distributing platform；
Split type interior tub, each split type inner cylinder set up the super high-rise building Core Walls Structure and wall knot for being placed in the construction
Between structure, the top of each split type interior tub is connect with the distributing platform, and the lower part of each split type interior tub is prolonged
Extend to the super high-rise building core tube region of construction；
The crown wall pulley being disposed in proximity in the split type interior tub in each of described wall body structure side, the crown wall pulley are used
When the distributing platform climbs along the lifting rail, the split type interior tub for driving the distributing platform to be connected is described in
Wall body structure climbs together；
The anti-dumping guide rail being disposed in proximity in the split type interior tub in each of super high-rise building Core Walls Structure side；
The anti-dumping pulley being set on the edge of the horizontal structure of the super high-rise building Core Walls Structure of construction, and be stuck in point
In anti-dumping guide rail in body formula in tub, when the anti-dumping pulley climbs for the distributing platform along the lifting rail, band
The split type interior tub that the distributing platform is connected is moved to climb together along the anti-dumping guide rail.
Further, in above system, further includes:
The steel construction bracket being disposed in proximity in the split type interior tub in each of described wall body structure side, the steel construction ox
Leg is set to the lower section of the crown wall pulley；
It is set to reserving hole on the wall body structure, the split type interior tub is climbed to after predeterminated position, the steel
Structure bracket is set up in the reserving hole.
Further, in above system, the concrete of the reserving hole, which is shelved, is provided with pre-buried angle member on face.
Further, in above system, the anti-dumping guide rail is I-steel.
It further, further include two embedded steel tubes being embedded in the horizontal structure in above system, wherein
The anti-dumping pulley is reliably connected simultaneously with two embedded steel tubes, and two embedded steel tubes are abscissused face interval along horizontal structure
Distribution.
It further, further include vertical pump line and horizontal pump line in above system, wherein
The vertical pump line arranges that the vertical pump line passes through the one 90 degree of bend pipe and the cloth along the wall body structure
One end of horizontal pump line below the top beam of platform connects；
The other end of the horizontal pump line is connect with one end of the 2nd 90 degree of bend pipe, the other end of the 2nd 90 degree of bend pipe
It is connect after being passed through upwards between the top beam lattice of distributing platform gear with the material distributing machine.
Compared with prior art, anti-tilt device of the invention includes anti-dumping pulley, anti-dumping guide rail and crown wall pulley, for preventing
Only accentric support Split assembled distributing platform system is toppled risk.It can be in super high-rise building Core Walls Structure elevator according to work
Journey needs, and vertical anti-dumping guide rail is arranged close to the horizontal structure side of super high-rise building Core Walls Structure in interior tub, and anti-dumping is sliding
Wheel is arranged in horizontal structure edge, is stuck in anti-dumping pulley on anti-dumping guide rail.In addition, close to institute in split type interior tub
If stating the vertically arranged arterial highway crown wall pulley in wall body structure side, the anti-dumping pulley cooperation crown wall idler wheel symmetrically and evenly arranged is provided
The two-way effective lateral restraint of distributing platform system guarantees the safe construction of distributing platform system.
Detailed description of the invention
Fig. 1 is the structure chart of the distributing platform system for the construction of Super High tube structure of one embodiment of the invention；
Fig. 2 is the amplification assumption diagram of the steel construction bracket in Fig. 1；
Fig. 3 is the amplification assumption diagram of the crown wall pulley in Fig. 1；
Fig. 4 is the amplification assumption diagram of the anti-dumping pulley in Fig. 1；
Fig. 5 is the cross section structure figure of the anti-dumping pulley of one embodiment of the invention；
Fig. 6 is the vertical pump line of one embodiment of the invention and the structure chart of horizontal pump line；
Fig. 7 is the amplification assumption diagram in the telescopic plug-type channel in Fig. 1；
Fig. 8 is the construction profile in the telescopic plug-type channel of one embodiment of the invention；
Fig. 9 is the amplification assumption diagram in the telescopic plug-type channel of one embodiment of the invention.
Specific embodiment
In order to make the foregoing objectives, features and advantages of the present invention clearer and more comprehensible, with reference to the accompanying drawing and specific real
Applying mode, the present invention is described in further detail.
As shown in Fig. 1~8, the present invention provides a kind of distributing platform system for the construction of Super High tube structure, comprising:
It is set to the wall body structure 4 of the two sides of the super high-rise building Core Walls Structure of construction；
As shown in Figure 1, the super high-rise building Core Walls Structure of the construction may include complete layer 1, conservation layer 2 and construction layer 3；
It is set to the lifting rail 5 at the top of the wall body structure 4；
The distributing platform 6 being set on the lifting rail 5；
The material distributing machine 7 being set on the distributing platform 6；
Split type interior tub 8, each split type interior tub 8 are set to the super high-rise building Core Walls Structure and wall of the construction
Between structure 4, the top of each split type interior tub 8 is connect with the distributing platform 6, each split type interior tub 8
Lower part extends to the super high-rise building core tube region of construction；
The crown wall pulley 9 being disposed in proximity in the split type interior tub 8 in each of described 4 side of wall body structure, the crown wall are sliding
When wheel 9 climbs for the distributing platform along the lifting rail, the split type interior tub that drives the distributing platform to be connected
It climbs together along the wall body structure；
The anti-dumping guide rail 10 being disposed in proximity in the split type interior tub 8 in each of super high-rise building Core Walls Structure side；
The anti-dumping pulley 12 being set on the edge of the horizontal structure 11 of the super high-rise building Core Walls Structure of construction, anti-dumping
Pulley 12 is stuck in the anti-dumping guide rail 10 in split type interior tub 8, and the anti-dumping pulley 12 is for the distributing platform 6 along described
When lifting rail 5 climbs, the split type interior tub 8 for driving the distributing platform 6 to be connected is climbed together along the anti-dumping guide rail 10
It rises；
It is set to the telescopic plug-type channel on the distributing platform 6.
Here, anti-tilt device of the invention includes anti-dumping pulley, anti-dumping guide rail and crown wall pulley, for preventing accentric support
Split assembled distributing platform system is toppled risk.Can in super high-rise building Core Walls Structure elevator according to requirement of engineering,
Vertical anti-dumping guide rail is arranged close to the horizontal structure side of super high-rise building Core Walls Structure in interior tub, and anti-dumping pulley is arranged in water
Flat structure edge is stuck in anti-dumping pulley on anti-dumping guide rail.In addition, close to the wall body structure in split type interior tub
If the vertically arranged arterial highway crown wall pulley in side, the anti-dumping pulley cooperation crown wall idler wheel symmetrically and evenly arranged provides distributing platform system
The two-way effective lateral restraint of system guarantees the safe construction of distributing platform system.
Anti-dumping idler wheel is fixed on to the horizontal structure outer edge of super high-rise building Core Walls Structure, and is stuck in split type interior tub
Anti-dumping guide rail in, cooperate in crown wall pulley in tub, form two-way effective lateral restraint, guarantee that distributing platform works normally
With the safety and stability of climb mode.
Distributing platform system uses the novel vertical multiple tracks anti-tilt device of horizontal bidirectional, the advantage of doing so is that using several
The lateral rigidity of layer horizontal structure, preventing independent tall and big interior tub from lateral displacement occurs causes to topple, and guarantees two-way stable, just
Normal work of climbing.It can be realized two-way effective anti-dumping of accentric support Split assembled distributing platform system.
In the composition of distributing platform system of the invention, if there are horizontal structure in super high-rise building Core Walls Structure, system can
It is made of split type interior tub, lifting rail, anti-tilt device, distributing platform and material distributing machine；If in super high-rise building Core Walls Structure not
There are horizontal structure, then the maximum difference of plateform system, which can be its split type interior tub and is connected by combination bottom beam, forms entirety
Unit.
As shown in Fig. 2, also being wrapped in one embodiment of distributing platform system for the construction of Super High tube structure of the invention
It includes:
The steel construction bracket 13 being disposed in proximity in the split type interior tub 8 in each of described 4 side of wall body structure, the steel knot
Structure bracket 13 is set to the lower section of the crown wall pulley 9；
It is set to reserving hole 14 on the wall body structure, the split type interior tub is climbed to after predeterminated position, described
Steel construction bracket 13 is set up in the reserving hole 14.
Here, steel construction bracket is arranged by the lower section of crown wall pulley, may be implemented the split type interior tub climb to
Split type interior tub reliably shelves and fixes after predeterminated position.
In addition, accentric support of the present invention in split type interior tub, bottom beam after being climbed every time due to distributing platform system
It stops absolute altitude not to be consistent with flooring absolute altitude, be arranged if being arranged to shelve supporting point and will increase additional construction on horizontal structure
Expense, fee of material, labour cost are applied, therefore the bottom of distributing platform system support bracket is provided entirely in interior tub close to vertical wall
The side of body is held on wall body structure in reserving hole, and distributing platform load is transferred directly to Core Walls Structure shear wall, such nothing
It need to be installed on horizontal structure and additionally temporarily shelve structure, substantially reduce the construction cost of distributing platform system.In Super High core
Horizontal section concrete pumping under platform is realized in heart tube construction, is offered convenience to the walking of construction personnel on platform, is improved safety
Property.
As shown in Fig. 2, in one embodiment of distributing platform system for the construction of Super High tube structure of the invention, it is described
The concrete of reserving hole 14, which is shelved, is provided with pre-buried angle member 15 on face.
Here, the concrete of reserving hole, which is shelved, increases pre-buried angle member on face, local bearing capacity is improved, concrete is prevented
Generation office crushes bad.
In one embodiment of distributing platform system for the construction of Super High tube structure of the invention, the anti-dumping guide rail is
I-steel, to guarantee the reliability of guide rail.
As shown in Figures 4 and 5, in one embodiment of distributing platform system for the construction of Super High tube structure of the invention,
It further include two embedded steel tubes 16 being embedded in the horizontal structure, wherein the anti-dumping pulley 12 and two embedded steel tubes
16 are reliably connected simultaneously, and two embedded steel tubes 16 are spaced apart along 11 normal section of horizontal structure, this anti-dumping pulley
Fixed form can provide anti-dumping guide rail stronger more reliable two-way horizontal constraint, guarantee stability.
As shown in fig. 6, also being wrapped in one embodiment of distributing platform system for the construction of Super High tube structure of the invention
Include vertical pump line 20 and horizontal pump line 21, wherein
The vertical pump line 20 arranges along the wall body structure, the vertical pump line 20 by the one 90 degree of bend pipe with it is described
One end of horizontal pump line 21 below the top beam of distributing platform connects；
The other end of the horizontal pump line 21 is connect with one end of the 2nd 90 degree of bend pipe, the 2nd 90 degree of bend pipe it is another
End is connect after passing through upwards between the top beam lattice of distributing platform 6 gear with the material distributing machine 7.
Here, being minimized to make concrete horizontal pump line on traditional construction platform avoid construction personnel's track route
Horizontal pump line is completed conversion by interference below distributing platform.Horizontal pump line can be fixed under the top beam of distributing platform system
It on the edge of a wing, is converted by right-angle elbow pipe, pump line is passed through between the lattice of top beam gear, accesses cloth motor spindle.
The punching pump line arrangement of material distributing machine of the invention are as follows: the vertical pump line along the wall body structure passes through first
90 degree of bend pipes are connect with the horizontal pump line below the top beam of the distributing platform, and horizontal pump line is fixed on the top of the distributing platform
It on lower flange of girder edge, then is converted by the 2nd 90 degree of bend pipe between the top beam lattice of distributing platform gear and is passed through upwards, be directly accessed cloth
Material machine.
Horizontal pump line is fixed under platform the walking disorder that can further remove on platform, improves working security,
The lateral rigidity for efficiently using permanent horizontal structure keeps system platform steady operation and can climb, and reduces distributing platform
Construction cost integrates operation side, the management difficulty at the scene of reducing.This pump line arrangement is avoided applying on distributing platform
The track route of worker person realizes the noiseless independent operating of pumping construction and cloth construction, fully ensures that construction production safety.
As shown in figs. 7-9, in one embodiment of distributing platform system for the construction of Super High tube structure of the invention,
The plug-type channel includes:
For the channel flase floor 17 of people's walking；
The sliding rail 18 being connect with the channel flase floor；
It is set to the mobile idler pulley 19 of 18 lower part of sliding rail, the mobile idler pulley 19 is stuck in the steel of distributing platform 6
Liang Zhong, and the mobile idler pulley is limited by the section steel beam in split type interior tub and distributing platform 6, the section steel beam is described in
The spacing L in sliding rail direction is the movable distance of the mobile idler pulley 19.
The present invention is provided with and the plug-type channel between other Core Walls Structures, distributing platform and adjacent core cylinder inner cylinder mould bases
Traffic between system can be connected by plug-type channel, and the channel flase floor in the plug-type channel is reliably connected in push-and-pull
Guide rail, sliding rail is slided by being stuck in the mobile idler pulley of the girder steel of distributing platform, and mobile idler pulley passes through split type interior tub
With on distributing platform section steel beam limit, spacing of the section steel beam along the sliding rail direction be plug-type channel can
Distance of stretch out and draw back, plug-type channel greatly improve construction personnel distributing platform system and other inner cylinder formwork systems of Core Walls Structure it
Between walking it is convenient, guarantee construction safety.
Each embodiment in this specification is described in a progressive manner, the highlights of each of the examples are with other
The difference of embodiment, the same or similar parts in each embodiment may refer to each other.
Obviously, those skilled in the art can carry out various modification and variations without departing from spirit of the invention to invention
And range.If in this way, these modifications and changes of the present invention belong to the claims in the present invention and its equivalent technologies range it
Interior, then the invention is also intended to include including these modification and variations.
Claims (6)
1. a kind of distributing platform system for the construction of Super High tube structure characterized by comprising
It is set to the wall body structure of the two sides of the super high-rise building Core Walls Structure of construction；
It is set to the lifting rail at the top of the wall body structure；
The distributing platform being set on the lifting rail；
The material distributing machine being set on the distributing platform；
Split type interior tub, each split type inner cylinder set up the super high-rise building Core Walls Structure for being placed in the construction and wall body structure it
Between, the top of each split type interior tub is connect with the distributing platform, and the lower part of each split type interior tub extends to
The super high-rise building core tube region of construction；
The crown wall pulley being disposed in proximity in the split type interior tub in each of described wall body structure side, the crown wall pulley are used for institute
When stating distributing platform and climbing along the lifting rail, the split type interior tub for driving the distributing platform to be connected is along the wall
Structure is climbed together；
The anti-dumping guide rail being disposed in proximity in the split type interior tub in each of super high-rise building Core Walls Structure side；
The anti-dumping pulley being set on the edge of the horizontal structure of the super high-rise building Core Walls Structure of construction, and be stuck in split type
In anti-dumping guide rail in interior tub, when the anti-dumping pulley climbs for the distributing platform along the lifting rail, institute is driven
The split type interior tub that distributing platform is connected is stated to climb together along the anti-dumping guide rail.
2. the distributing platform system for the construction of Super High tube structure as described in claim 1, which is characterized in that also wrap
It includes:
The steel construction bracket being disposed in proximity in the split type interior tub in each of described wall body structure side, the steel construction bracket are set
It is placed in the lower section of the crown wall pulley；
It is set to reserving hole on the wall body structure, the split type interior tub is climbed to after predeterminated position, the steel construction
Bracket is set up in the reserving hole.
3. the distributing platform system for the construction of Super High tube structure as claimed in claim 2, which is characterized in that described pre-
The concrete in hole of boxing out is shelved and is provided with pre-buried angle member on face.
4. the distributing platform system for the construction of Super High tube structure as described in claim 1, which is characterized in that described anti-
The guide rail that inclines is I-steel.
5. the distributing platform system for the construction of Super High tube structure as described in claim 1, which is characterized in that further include
Two embedded steel tubes being embedded in the horizontal structure, wherein the anti-dumping pulley is connect with two embedded steel tubes respectively, and two
Root embedded steel tube is spaced apart along horizontal structure normal section.
6. the distributing platform system for the construction of Super High tube structure as described in claim 1, which is characterized in that further include
Vertical pump line and horizontal pump line, wherein
The vertical pump line arranges that the vertical pump line passes through the one 90 degree of bend pipe and the distributing platform along the wall body structure
Top beam below horizontal pump line one end connection；
The other end of the horizontal pump line is connect with one end of the 2nd 90 degree of bend pipe, and the other end of the 2nd 90 degree of bend pipe is from cloth
It is connect after being passed through upwards between the top beam lattice gear of material platform with the material distributing machine.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910035947.9A CN109838098B (en) | 2019-01-15 | 2019-01-15 | Material distribution platform system for super high-rise barrel structure construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910035947.9A CN109838098B (en) | 2019-01-15 | 2019-01-15 | Material distribution platform system for super high-rise barrel structure construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109838098A true CN109838098A (en) | 2019-06-04 |
| CN109838098B CN109838098B (en) | 2024-02-13 |
Family
ID=66883841
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910035947.9A Active CN109838098B (en) | 2019-01-15 | 2019-01-15 | Material distribution platform system for super high-rise barrel structure construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109838098B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111456439A (en) * | 2020-03-24 | 2020-07-28 | 中建西部建设西南有限公司 | Concrete pouring construction method for large-fall core tube of super high-rise building |
| CN115217311A (en) * | 2022-06-14 | 2022-10-21 | 成都建工第三建筑工程有限公司 | Super high-rise core tube large-span intelligent climbing safety protection platform |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2013185277A1 (en) * | 2012-06-11 | 2013-12-19 | 浙江省建工集团有限责任公司 | Constructing method for concrete cylinder of construction steel bar of high-rise steel structure |
| CN203514814U (en) * | 2013-10-11 | 2014-04-02 | 卓越置业集团有限公司 | Overhead building putting-up machine |
| CN203769280U (en) * | 2014-01-17 | 2014-08-13 | 上海建工集团股份有限公司 | Climbing inclination-prevention device of steel column cylinder frame alternate-support steel platform |
| CN206233541U (en) * | 2016-10-10 | 2017-06-09 | 中国建筑第八工程局有限公司 | A kind of interior top external climbing mould bases operation platform for construction of super highrise building |
| CN107035156A (en) * | 2017-04-19 | 2017-08-11 | 上海建工建集团有限公司 | Core Walls Structure horizontal structure self-crawling type protective platform |
| CN107217831A (en) * | 2017-04-28 | 2017-09-29 | 中建三局集团有限公司 | High-rise building Core Walls Structure horizontal structure construction method |
| CN210289172U (en) * | 2019-01-15 | 2020-04-10 | 上海建工一建集团有限公司 | Material distribution platform system for construction of super high-rise tubular structure |
-
2019
- 2019-01-15 CN CN201910035947.9A patent/CN109838098B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2013185277A1 (en) * | 2012-06-11 | 2013-12-19 | 浙江省建工集团有限责任公司 | Constructing method for concrete cylinder of construction steel bar of high-rise steel structure |
| CN203514814U (en) * | 2013-10-11 | 2014-04-02 | 卓越置业集团有限公司 | Overhead building putting-up machine |
| CN203769280U (en) * | 2014-01-17 | 2014-08-13 | 上海建工集团股份有限公司 | Climbing inclination-prevention device of steel column cylinder frame alternate-support steel platform |
| CN206233541U (en) * | 2016-10-10 | 2017-06-09 | 中国建筑第八工程局有限公司 | A kind of interior top external climbing mould bases operation platform for construction of super highrise building |
| CN107035156A (en) * | 2017-04-19 | 2017-08-11 | 上海建工建集团有限公司 | Core Walls Structure horizontal structure self-crawling type protective platform |
| CN107217831A (en) * | 2017-04-28 | 2017-09-29 | 中建三局集团有限公司 | High-rise building Core Walls Structure horizontal structure construction method |
| CN210289172U (en) * | 2019-01-15 | 2020-04-10 | 上海建工一建集团有限公司 | Material distribution platform system for construction of super high-rise tubular structure |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111456439A (en) * | 2020-03-24 | 2020-07-28 | 中建西部建设西南有限公司 | Concrete pouring construction method for large-fall core tube of super high-rise building |
| CN115217311A (en) * | 2022-06-14 | 2022-10-21 | 成都建工第三建筑工程有限公司 | Super high-rise core tube large-span intelligent climbing safety protection platform |
| CN115217311B (en) * | 2022-06-14 | 2024-03-12 | 成都建工第三建筑工程有限公司 | Intelligent climbing safety protection platform with large span for super high-rise core tube |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109838098B (en) | 2024-02-13 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109750840A (en) | The installation method of distributing platform system for the construction of Super High tube structure | |
| CN105016223B (en) | Cross beam supporting system used for tower crane | |
| CN104060844B (en) | Sliding device and lifting device for truss frame of steel structural transfer floor of the high-rise building and construction method thereof | |
| CN105000482B (en) | Tower crane with walking mechanism | |
| CN106437130A (en) | Inner roof external climbing type formwork construction platform for super high-rise building construction | |
| KR102109969B1 (en) | A work bogie for tunnel work | |
| CN209323962U (en) | A kind of hybrid power system steel platform mould bases climbs system | |
| CN104179090B (en) | A kind of subway is laid a railway track system | |
| CN201610631U (en) | Traction and movable type lifting platform for construction | |
| CN109838098A (en) | Distributing platform system for the construction of Super High tube structure | |
| CN103726421A (en) | Height and span adjustable track paver for metro construction | |
| CN108033367A (en) | A kind of steel column drum rack alternating brace type steel platform and tower crane synchronous hoisting device and its method for improving | |
| CN206233541U (en) | A kind of interior top external climbing mould bases operation platform for construction of super highrise building | |
| CN109750842A (en) | A kind of installation method of the distributing platform system of tube structure construction | |
| CN206448820U (en) | A kind of tunnel construction trolley | |
| CN109750841A (en) | A kind of distributing platform system of tube structure construction | |
| CN203684019U (en) | Height and span adjustable track laying machine for subway construction | |
| CN204848050U (en) | A crossbeam braced system for tower crane | |
| CN213418443U (en) | Self-climbing type elevator shaft operation platform | |
| CN105217420A (en) | A kind of device for short range transport | |
| CN203961317U (en) | Slip list Pin and many truss structures moulding bed | |
| CN209799394U (en) | Cloth platform system for barrel structure construction | |
| CN205873594U (en) | Special construction elevator of cooling tower section of thick bamboo wall | |
| CN210289172U (en) | Material distribution platform system for construction of super high-rise tubular structure | |
| CN204780925U (en) | City gate hole type inclined shaft slipform platform truck pulls removal structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |