CN104291222B - The inner hard protection of a kind of high-rise building Core Walls Structure hangs integrated system with row - Google Patents
The inner hard protection of a kind of high-rise building Core Walls Structure hangs integrated system with row Download PDFInfo
- Publication number
- CN104291222B CN104291222B CN201410464004.5A CN201410464004A CN104291222B CN 104291222 B CN104291222 B CN 104291222B CN 201410464004 A CN201410464004 A CN 201410464004A CN 104291222 B CN104291222 B CN 104291222B
- Authority
- CN
- China
- Prior art keywords
- platform
- truss
- row
- rise building
- core walls
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 39
- 239000010959 steel Substances 0.000 claims abstract description 39
- 230000005540 biological transmission Effects 0.000 claims abstract description 4
- 238000004513 sizing Methods 0.000 claims description 25
- 239000000725 suspension Substances 0.000 claims description 13
- 230000007306 turnover Effects 0.000 claims description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 7
- 238000005183 dynamical system Methods 0.000 claims description 5
- 238000003466 welding Methods 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 5
- 239000000463 material Substances 0.000 abstract description 5
- 238000010923 batch production Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 6
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C19/00—Cranes comprising trolleys or crabs running on fixed or movable bridges or gantries
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C15/00—Safety gear
-
- 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
-
- 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
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 discloses the inner hard protection of a kind of high-rise building Core Walls Structure and hang integrated system with row, comprise attachment device, electric lifting device, intelligence control system, support body machine position device, safety anti-falling device, truss platform, bottom platform, track girder, movable motor, driving slide rail and hoist crane, described row crane system drives the lifting of whole system, the running of described intelligence control system control whole system by the transmission of electric lifting device. The present invention has significantly improved handling, the installation effectiveness of high-rise building Core Walls Structure internal steel structural and material; Ensure the safety of workmen, member and apparatus in high-rise building core wall structure; Realize batch production making, intelligent control.
Description
Technical field
The present invention relates to building field, specifically the inner hard protection of a kind of high-rise building Core Walls Structure hangs with rowIntegrated system.
Background technology
In construction of super highrise building field, along with height and the scale of construction of agent structure constantly increase, jacking formworkSystem is widely used in the construction of high-rise building core wall structure. But because jacking formwork system is covered in knotStructure top, causes tower crane cannot carry out material, the lifting component of Core Walls Structure inside. On the other hand, due to coreIn heart cylinder, horizontal structure often lags behind vertical structure wall construction, forms upper and lower open space therein,Easily produce falling object from high altitude and cause security incident. Therefore, high-rise building Core Walls Structure internal material, memberHandling and installation, and the security protection of personnel, member, apparatus becomes the heavy difficult point of construction of super highrise buildingProblem.
Summary of the invention
The object of the present invention is to provide the inner hard protection of a kind of high-rise building Core Walls Structure to hang integrated system with rowUnite, can guarantee handling, the installation effectiveness of high-rise building Core Walls Structure internal steel structural and material, hold concurrently simultaneouslyMake hard protection net, prevent falling object from high altitude, to ensure the peace of workmen in Core Walls Structure, member and apparatusEntirely.
For achieving the above object, the invention provides following technical scheme:
The inner hard protection of a kind of high-rise building Core Walls Structure hangs integrated system with row, comprises dynamical system, anti-Protecting system, row crane system, described dynamical system comprises attachment device, electric lifting device and Based Intelligent Control systemSystem, described guard system comprises support body machine position device, safety anti-falling device, truss platform and bottom platform,Described row crane system comprises track girder, movable motor, driving slide rail and hoist crane, and described attachment device is logicalCross structure built-in fitting and be connected with Core Walls Structure shear wall, described support body machine position device and attachment device connect by bearing pinConnect, described truss platform is connected with support body machine position device lower end of the bolt by load bearing cross beam, described bottom platformBe welded to connect by lower suspension bracket and support body machine position device lower end, described row crane system is by track girder and load-bearing purlinFrame lower end of the bolt connects, and described row crane system drives carrying of whole system by the transmission of electric lifting deviceRise the running of described intelligence control system control whole system.
As the further scheme of the present invention: described attachment device comprises embedded sleeve barrel and wall bearing, described attachedWall bearing is fixed by the embedded sleeve barrel in M36 bolt and Core Walls Structure shear wall.
As the further scheme of the present invention: described truss platform comprises load bearing cross beam, truss principal, topBefore platform sizing steel springboard, upper brace, turnover panel, truss frame for connecting, truss platform sizing steel springboard and truss are flatTurnover panel before platform, described load bearing cross beam and support body machine position device lower end are bolted to connection, described load-bearing purlinFrame and load bearing cross beam upper end are bolted to connection, between described truss principal, connect by truss frame for connecting,Described upper brace sizing steel springboard is connected with support body machine position device top rod member by channel-section steel, described upper flatBefore platform, turnover panel is connected with upper brace sizing steel springboard, and described truss platform is shaped steel springboard by channel-section steel and heldHeavy truss lower end connects, and described truss platform sizing steel springboard is connected with turnover panel before truss platform.
As the further scheme of the present invention: described bottom platform comprises that lower suspension bracket, lower house projecting over the water ladder, bottom are flatTurnover panel before platform sizing steel springboard and bottom platform, described lower suspension bracket is by bolt and support body machine position device lower polePart is fixedly connected with, and described lower house projecting over the water ladder is fixedly connected with support body machine position device middle part rod member by welding, bottomPlatform sizing steel springboard is fixedly connected with lower suspension bracket bottom rod member by channel-section steel.
As the further scheme of the present invention: described track girder and truss principal are bolted to connection, instituteState movable motor and slide on track girder, described hoist crane slides on movable motor.
Compared with prior art, the invention has the beneficial effects as follows: significantly improved in high-rise building Core Walls StructureHandling, the installation effectiveness of portion's steel member and material; Effective guarantee construction in high-rise building core wall structureThe safety of personnel, member and apparatus; Realize batch production making, intelligent control.
Brief description of the drawings
Fig. 1 is the seat in the plane embedded hole plane that the inner hard protection of high-rise building Core Walls Structure and row hang integrated systemNetwork for location;
Fig. 2 is truss principal and the load-bearing that the inner hard protection of high-rise building Core Walls Structure and row hang integrated systemCrossbeam floor plan;
Fig. 3 is the floor plan that the inner hard protection of high-rise building Core Walls Structure and row hang integrated system;
Fig. 4 is the elevation A-A that the inner hard protection of high-rise building Core Walls Structure and row hang integrated system;
Fig. 5 is the elevation B-B that the inner hard protection of high-rise building Core Walls Structure and row hang integrated system;
Fig. 6 is the elevation C-C that the inner hard protection of high-rise building Core Walls Structure and row hang integrated system;
Fig. 7 is that the inner hard protection of high-rise building Core Walls Structure is arranged with the upper brace that row hangs integrated systemFigure;
Fig. 8 is that the inner hard protection of high-rise building Core Walls Structure is arranged with the truss platform that row hangs integrated systemFigure;
Fig. 9 is that the inner hard protection of high-rise building Core Walls Structure is arranged with the bottom platform that row hangs integrated systemFigure;
Figure 10 is the bottom platform facade that the inner hard protection of high-rise building Core Walls Structure and row hang integrated systemFigure;
Figure 11 is wall-attached supporting seat and the body of wall that the inner hard protection of high-rise building Core Walls Structure and row hang integrated systemFixing detail drawing;
Figure 12 is the safety anti-falling device that the inner hard protection of high-rise building Core Walls Structure and row hang integrated systemFigure;
Figure 13 is the power system device that the inner hard protection of high-rise building Core Walls Structure and row hang integrated systemFigure;
In figure: 1-support body machine position device, 2-safety anti-falling device, 3-truss platform, 4-bottom platform, 5-railRoad beam, 6-movable motor, 7-driving slide rail, 8-hoist crane, 9-load bearing cross beam, 10-truss principal, 11-Turnover panel, 13-truss frame for connecting, 14-truss platform sizing steel before upper brace sizing steel springboard, 12-upper braceHouse projecting over the water ladder, 20-bottom under suspension bracket, 19-under turnover panel, 17-wall-attached supporting seat, 18-before springboard, 15-truss platformTurnover panel before platform sizing steel springboard, 21-bottom platform.
Detailed description of the invention
Below in conjunction with accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clearlyChu, intactly description, obviously, described embodiment is only the present invention's part embodiment, instead ofWhole embodiment. Based on the embodiment in the present invention, those of ordinary skill in the art are not making creationThe every other embodiment obtaining under property work prerequisite, belongs to the scope of protection of the invention.
Refer to Fig. 1-Figure 13, the inner hard protection of a kind of high-rise building Core Walls Structure hangs integrated system with row,Comprise dynamical system, guard system, row crane system, described dynamical system comprises attachment device, electric hoistDevice and intelligence control system, described guard system comprises support body machine position device 1, safety anti-falling device 2, purlinBody panel 3 and bottom platform 4, described row crane system comprises track girder 5, movable motor 6, driving slide rail 7With hoist crane 8.
Described truss platform 3 comprise load bearing cross beam 9, truss principal 10, upper brace sizing steel springboard 11,Turnover panel before turnover panel 12, truss frame for connecting 13, truss platform sizing steel springboard 14 and truss platform before upper brace15, described load bearing cross beam 9 is fixedly connected with support body machine position device 1 lower end by bolt, described truss principal10 are fixedly connected with load bearing cross beam 9 upper ends by bolt, between described truss principal 10, pass through truss frame for connecting13 connect, and described upper brace sizing steel springboard 11 is fixed by channel-section steel and support body machine position device 1 top rod memberConnect, before described upper brace, turnover panel 12 is connected with upper brace sizing steel springboard 11, described truss platformSizing steel springboard 14 is fixedly connected with truss principal 10 lower ends by channel-section steel, and described truss platform sizing steel is jumpedPlate 14 is connected with turnover panel 15 before truss platform.
Described track girder 5 is fixedly connected with truss principal 10 by bolt, and described movable motor 6 is at track girderOn 5, slide, described hoist crane 8 slides on movable motor 6.
Described attachment device comprises embedded sleeve barrel and wall-attached supporting seat 17, and described wall-attached supporting seat 17 is by M36 spiral shellEmbedded sleeve barrel in bolt and Core Walls Structure shear wall is fixed.
Described bottom platform 4 comprises lower suspension bracket 18, lower house projecting over the water ladder 19, bottom platform sizing steel springboard 20 andTurnover panel 21 before bottom platform, described lower suspension bracket 18 is even fixing by bolt and support body machine position device 1 bottom rod memberConnect, described lower house projecting over the water ladder 19 is fixedly connected with support body machine position device 1 middle part rod member by welding, described bottomPlatform sizing steel springboard 20 is fixedly connected with lower suspension bracket 18 bottom rod members by channel-section steel.
Described attachment device is connected with Core Walls Structure shear wall by structure built-in fitting, described support body machine position device 1Be connected by bearing pin with attachment device, described truss platform 3 is by load bearing cross beam 9 and support body machine position device 1Lower end of the bolt connects, and described bottom platform 4 connects by lower suspension bracket 18 and support body machine position device 1 lower end of the boltConnect, described row crane system is connected with truss principal 10 lower end of the bolts by track girder 5, and described row crane system is logicalThe transmission of crossing electric lifting device drives the lifting of whole system, described intelligence control system control whole systemRunning.
The present invention has significantly improved handling, the installation effect of high-rise building Core Walls Structure internal steel structural and materialRate; Effective guarantee the safety of workmen, member and apparatus in high-rise building core wall structure; RealizeBatch production making, intelligent control.
To those skilled in the art, obviously the invention is not restricted to the details of above-mentioned example embodiment,And in the situation that not deviating from spirit of the present invention or essential characteristic, can realize with other concrete formThe present invention. Therefore, no matter from which point, all should regard embodiment as exemplary, and right and wrongRestrictive, scope of the present invention is limited by claims instead of above-mentioned explanation, is therefore intended to fallAll changes in the implication and the scope that are equal to important document of claim are included in the present invention.
In addition although should be appreciated that this description is described according to embodiment, be not each enforcement,Mode only comprises an independently technical scheme, and this narrating mode of description is only for clarity sake,Those skilled in the art should make description as a whole, and the technical scheme in each embodiment also can be throughAppropriately combined, form other embodiments that it will be appreciated by those skilled in the art that.
Claims (5)
1. the inner hard protection of high-rise building Core Walls Structure hangs an integrated system with row, it is characterized in that, comprisesDynamical system, guard system, row crane system, described dynamical system comprises attachment device, electric lifting deviceAnd intelligence control system, described guard system comprises support body machine position device (1), safety anti-falling device(2), truss platform (3) and bottom platform (4), described row crane system comprises track girder (5), OKWalk motor (6), driving slide rail (7) and hoist crane (8), described attachment device is by structure built-in fittingBe connected with Core Walls Structure shear wall, described support body machine position device (1) is connected by bearing pin with attachment device, described inTruss platform (3) is connected with support body machine position device (1) lower end of the bolt by load bearing cross beam (9), the described endPortion's platform (4) is welded to connect by lower suspension bracket (18) and support body machine position device (1) lower end, and described row hangsSystem is connected with truss principal (10) lower end of the bolt by track girder (5), and described row crane system is by electronicThe transmission of lifting device drives the lifting of whole system, the fortune of described intelligence control system control whole systemDo.
2. the inner hard protection of high-rise building Core Walls Structure according to claim 1 hangs integrated system with row,It is characterized in that, described attachment device comprises embedded sleeve barrel and wall-attached supporting seat (17), described wall-attached supporting seat(17) fix by the embedded sleeve barrel in M36 bolt and Core Walls Structure shear wall.
3. the inner hard protection of high-rise building Core Walls Structure according to claim 1 hangs integrated system with row,It is characterized in that, described truss platform (3) comprises load bearing cross beam (9), truss principal (10), topTurnover panel (12), truss frame for connecting (13), truss platform before platform sizing steel springboard (11), upper braceTurnover panel (15) before sizing steel springboard (14) and truss platform, described load bearing cross beam (9) and support body seat in the plane dressPut (1) lower end and be bolted to connection, described truss principal (10) is logical with load bearing cross beam (9) upper endCross bolt and be fixedly connected with, between described truss principal (10) by truss frame for connecting (13) connect, described onPortion platform sizing steel springboard (11) is connected with support body machine position device (1) top rod member by channel-section steel, described onBefore portion's platform, turnover panel (12) is connected with upper brace sizing steel springboard (11), described truss platform sizing steelSpringboard (14) is connected with truss principal (10) lower end by channel-section steel, described truss platform sizing steel springboard(14) be connected with turnover panel (15) before truss platform.
4. the inner hard protection of high-rise building Core Walls Structure according to claim 1 hangs integrated system with row,It is characterized in that, described bottom platform (4) comprises that lower suspension bracket (18), lower house projecting over the water ladder (19), bottom are flatTurnover panel (21) before platform sizing steel springboard (20) and bottom platform, described lower suspension bracket (18) by bolt andSupport body machine position device (1) bottom rod member is fixedly connected with, and described lower house projecting over the water ladder (19) is by welding and support body machinePosition device (1) middle part rod member is fixedly connected with, and bottom platform sizing steel springboard (20) is by channel-section steel and lower suspension bracket(18) bottom rod member is fixedly connected with.
5. the inner hard protection of high-rise building Core Walls Structure according to claim 1 hangs integrated system with row,It is characterized in that, described track girder (5) is bolted to connection with truss principal (10), described walkingMotor (6) is in the upper slip of track girder (5), and described hoist crane (8) is upper sliding at movable motor (6)Moving.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410464004.5A CN104291222B (en) | 2014-09-13 | 2014-09-13 | The inner hard protection of a kind of high-rise building Core Walls Structure hangs integrated system with row |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410464004.5A CN104291222B (en) | 2014-09-13 | 2014-09-13 | The inner hard protection of a kind of high-rise building Core Walls Structure hangs integrated system with row |
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| Publication Number | Publication Date |
|---|---|
| CN104291222A CN104291222A (en) | 2015-01-21 |
| CN104291222B true CN104291222B (en) | 2016-05-04 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201410464004.5A Expired - Fee Related CN104291222B (en) | 2014-09-13 | 2014-09-13 | The inner hard protection of a kind of high-rise building Core Walls Structure hangs integrated system with row |
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| CN (1) | CN104291222B (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105540446A (en) * | 2016-01-15 | 2016-05-04 | 北京市建筑工程研究院有限责任公司 | Interior-climbing type lifting platform |
| CN108373102A (en) * | 2018-02-02 | 2018-08-07 | 中建钢构有限公司 | Lift-on/Lift-off System in enclosure space |
| CN109750840B (en) * | 2019-01-15 | 2021-05-07 | 上海建工一建集团有限公司 | Installation method of material distribution platform system for construction of super high-rise tubular structure |
| CN111305539A (en) * | 2020-03-30 | 2020-06-19 | 中建七局第四建筑有限公司 | Integrated system for hard protection and crane in core barrel of super high-rise building |
| CN112482575B (en) * | 2020-12-01 | 2022-04-12 | 中建一局集团建设发展有限公司 | Omnidirectional multi-level three-dimensional safety protection system with super high-rise structure |
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| CN201649678U (en) * | 2010-03-24 | 2010-11-24 | 陕西建工集团总公司 | Semi-automatic safety protective shed for high-rise building construction |
| CN102031862A (en) * | 2009-09-24 | 2011-04-27 | 中建四局第三建筑工程有限公司 | Constructing method for high-rise building elevator shaft through elevating type safety protection steel platform |
| CN203430066U (en) * | 2013-07-04 | 2014-02-12 | 中国建筑第八工程局有限公司 | Closed protective platform for core tube |
| CN103669832A (en) * | 2013-12-13 | 2014-03-26 | 中建三局第一建设工程有限责任公司 | Standard Bailey truss assembling type jacking formwork system |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3489465B2 (en) * | 1998-10-26 | 2004-01-19 | 株式会社大林組 | Concrete placement control system |
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2014
- 2014-09-13 CN CN201410464004.5A patent/CN104291222B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102031862A (en) * | 2009-09-24 | 2011-04-27 | 中建四局第三建筑工程有限公司 | Constructing method for high-rise building elevator shaft through elevating type safety protection steel platform |
| CN201649678U (en) * | 2010-03-24 | 2010-11-24 | 陕西建工集团总公司 | Semi-automatic safety protective shed for high-rise building construction |
| CN203430066U (en) * | 2013-07-04 | 2014-02-12 | 中国建筑第八工程局有限公司 | Closed protective platform for core tube |
| CN103669832A (en) * | 2013-12-13 | 2014-03-26 | 中建三局第一建设工程有限责任公司 | Standard Bailey truss assembling type jacking formwork system |
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| Publication number | Publication date |
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| CN104291222A (en) | 2015-01-21 |
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