CN205077885U - Building core section of thick bamboo hydraulic pressure intelligence protection platform that climbs - Google Patents
Building core section of thick bamboo hydraulic pressure intelligence protection platform that climbs Download PDFInfo
- Publication number
- CN205077885U CN205077885U CN201520689253.4U CN201520689253U CN205077885U CN 205077885 U CN205077885 U CN 205077885U CN 201520689253 U CN201520689253 U CN 201520689253U CN 205077885 U CN205077885 U CN 205077885U
- Authority
- CN
- China
- Prior art keywords
- support body
- platform
- hydraulic
- core walls
- walls structure
- 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
- 235000017166 Bambusa arundinacea Nutrition 0.000 title abstract 5
- 235000017491 Bambusa tulda Nutrition 0.000 title abstract 5
- 235000015334 Phyllostachys viridis Nutrition 0.000 title abstract 5
- 239000011425 bamboo Substances 0.000 title abstract 5
- 240000003917 Bambusa tulda Species 0.000 title 1
- 230000002493 climbing Effects 0.000 claims abstract description 36
- 230000000694 effects Effects 0.000 claims abstract description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 19
- 239000010959 steel Substances 0.000 claims description 19
- 230000001681 protective Effects 0.000 claims description 16
- 239000000725 suspension Substances 0.000 claims description 14
- 241000681094 Zingel asper Species 0.000 claims description 8
- 238000004513 sizing Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 13
- 230000003028 elevating Effects 0.000 abstract description 3
- 238000009434 installation Methods 0.000 abstract description 2
- 241001330002 Bambuseae Species 0.000 abstract 4
- 238000000034 method Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 206010022114 Injury Diseases 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005755 formation reaction Methods 0.000 description 1
- 230000001737 promoting Effects 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 230000001360 synchronised Effects 0.000 description 1
Abstract
The utility model provides a building core section of thick bamboo hydraulic pressure intelligence protection platform that climbs, sets up in core section of thick bamboo well, including safety protection system and the hydraulic pressure system of climbing, the safety protection system is crawled from top to bottom along core section of thick bamboo wall through the hydraulic pressure system of climbing, the hydraulic pressure system of climbing including: the built -in fitting assembly buries a string seat, guide rail, the platform frame body, hydraulic system. This protection platform combines the hydraulic pressure principle of climbing, utilizes original taper hole hole, and it is structural at a core section of thick bamboo to bury a ystem installation, the guide rail install bury hang the seat on, through hydraulic cylinder to the alternative jacking of guide rail and safety protection platform to realize the elevating movement of safety protection platform, thereby realize the protection platform and execute the construction of structure floor after along with that the successive layer rises to the top layer, reaches safety protection's effect structural representation.
Description
Technical field
The utility model relates to a kind of construction protection platform, particularly a kind of construction protection platform be arranged in super highrise building Core Walls Structure.
Background technology
In super highrise building Core Walls Structure work progress, in order to ensure construction safety, need erection construction protective platform.More especially have employed hydraulic climbing formwork; the super highrise building Core Walls Structure that vertical structure is first constructed, construct after horizontal structure; because some position is because installing swing arm tower crane and creeping formwork seat in the plane; fail synchronous construction; so can leave over many after execute structure; after execute in structure construction procedure, construction protection platform is essential especially.
Existing construction protection platform generally has two kinds.One is that integral protection platform set up by steel pipe, the shortcoming of this platform: operation of 1. encorbelmenting; 2. span of constructing is long; 3. safety is low; 4. set up, dismantle once for every 3 ~ 5 layers; 5. costly.Two is that steel pipe protective platform set up by shaped steel, the shortcoming of this platform: 1. shaped steel weight is large, span is long, and installation difficulty is large; 2. difficulty removed by later stage shaped steel; 3. install shaped steel and need pre-buried box, the later stage repairs difficulty; 4. set up, dismantle once for every 3 ~ 5 layers; 5. circulation difficulty, the tower crane time need be taken, cost is high.
Utility model content
The purpose of this utility model is to provide a kind of building Core Walls Structure hydraulic intelligent and climbs protective platform, solve traditional super highrise building Core Walls Structure construction protection putting up platform and remove trouble and the technical problem that difficulty is large, safety is low, circulation difficulty, cost are high.
For achieving the above object, the utility model adopts following technical scheme: a kind of building Core Walls Structure hydraulic intelligent climbs protective platform, be arranged in Core Walls Structure hoistway, include security protection system, it is characterized in that, also include hydraulic climbing system, described security protection system is creeped along Core Walls Structure barrel up and down by hydraulic climbing system.
Preferably, described hydraulic climbing system includes:
Built-in fitting assembly, is embedded on Core Walls Structure barrel;
Embedded part hanging seat, is connected on built-in fitting assembly by guide rail and paralell body;
Guide rail, is connected with built-in fitting assembly by embedded part hanging seat, and can move up and down by opposed platforms support body under the effect of hydraulic system;
Platform support body, platform support body is symmetrical set in Core Walls Structure hoistway, is connected with built-in fitting assembly by embedded part hanging seat, and can move up and down along guide rail under the effect of hydraulic system;
Hydraulic system, is connected between guide rail and platform support body, drives guide rail and the relative motion of platform support body.
Preferably, described security protection system comprises:
Operation support body, fixed placement is on platform support body;
The horizontal protected apron in upper strata, sets up the top at operation support body;
The horizontal protected apron in middle level, sets up between the top of platform support body;
Lower floor aisle, sets up between the bottom of platform support body;
Turnover panel, is articulated and connected on platform support body and on operation support body, the gap between platform support body and Core Walls Structure barrel, the gap shielding operated between support body and Core Walls Structure barrel is lived.
Described hydraulic climbing system also includes suspension bracket, and suspension bracket to be positioned at below platform support body and to be connected with platform support body.
Preferably, described suspension bracket is connected with sizing steel stair.
Preferably, described suspension bracket is provided with guard rail.
Preferably, described platform support body comprises triangular supports and is connected to the steel truss in triangular supports.
Preferably, described platform support body is provided with the crossbeam gib head coordinated with embedded part hanging seat and the attached wall coordinated with Core Walls Structure barrel supports.
Preferably, described platform support body is provided with guard rail.
Preferably, described hydraulic system includes anti-fall climbing device, lower anti-fall climbing device and hydraulic jack, and wherein the upper end of hydraulic jack is connected with security protection system by upper anti-fall climbing device, and the lower end of hydraulic jack is connected with guide rail by lower anti-fall climbing device.
Compared with prior art, the utility model has following characteristics and beneficial effect: the utility model executes the security protection problem of structure after can solving, safety is high, sealing 100%, without slight wound, severe injury and above casualty accident occur in use procedure.
The utility model lays wooden mill, template, the hard security protection system of steel fragrant plant net formation twice, and corner location installs wooden turnover panel, adopts hinge to fix, forms 100% hard protection.
The utility model is in conjunction with hydraulic climbing principle, utilize original taper hole hole, embedded part system is arranged on core wall structure, guide rails assembling is on embedded part hanging seat, by hydraulic jack, jacking is replaced to guide rail and security protection platform, thus realizes the elevating movement of security protection platform, thus realize protective platform along with after execute the construction of structural floor, successively rise to top layer, reach the effective structure signal of security protection.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model is described in more detail.
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the schematic diagram of A-A section in Fig. 1.
Fig. 3 is the schematic diagram that platform support body and suspension bracket coordinate with hydraulic climbing system.
Reference numeral: 1-operates support body, 2-built-in fitting assembly, 3-embedded part hanging seat, 4-guide rail, 5-platform support body, 5.1-triangular supports, 5.2-steel truss, 6-hydraulic system, the upper anti-fall climbing device of 6.1-, anti-fall climbing device under 6.2-, 6.3-hydraulic jack, 7-suspension bracket, 8-Core Walls Structure barrel, 9-Core Walls Structure hoistway, 10-attached wall supports, 11-crossbeam gib head, 12-turnover panel, the horizontal protected apron in 13-middle level, 14-lower floor aisle, 15-guard rail, 16-shapes steel stair, the horizontal protected apron in 17-upper strata.
Detailed description of the invention
Embodiment is see shown in Fig. 1-3, this building Core Walls Structure hydraulic intelligent climbs protective platform, be arranged in Core Walls Structure hoistway 9, include security protection system and hydraulic climbing system, security protection system is creeped along Core Walls Structure barrel about 8 by hydraulic climbing system.
Described hydraulic climbing system comprises:
Built-in fitting assembly 2, is embedded on Core Walls Structure barrel, is delivered in structure by the load of guide rail and paralell body, by embedded part, stressed bolt, a packing ring with climb cone and form, and, built-in fitting assembly 2, with safety pin, can prevent from platform support body turns over.Built-in fitting assembly 2 utilizes original taper hole hole to be arranged on Core Walls Structure barrel 8.
Embedded part hanging seat 3, is connected to guide rail 4 and paralell body 5 on built-in fitting assembly 2.
Guide rail 4, is connected with built-in fitting assembly 2 by embedded part hanging seat 3, and can move up and down by opposed platforms support body 5 under the effect of hydraulic system 6; Guide rail 4 is fixed on embedded part hanging seat, and track when promoting as security protection system and lifting fulcrum, bear load when security protection system promotes.
Platform support body 5, platform support body 5 is symmetrical set in Core Walls Structure hoistway 9, is connected with built-in fitting assembly 2 by embedded part hanging seat 3, and can move up and down along guide rail 4 under the effect of hydraulic system 6; In the present embodiment, the steel truss 5.2 that platform support body 5 comprises triangular supports 5.1 and is connected in triangular supports.Platform support body 5 is also provided with the crossbeam gib head 11 coordinated with embedded part hanging seat 3, the attached wall coordinated with Core Walls Structure barrel 8 supports 10, and guard rail 15, and described triangular supports 5.1 is hung on embedded part hanging seat 3 by crossbeam gib head 11.
Hydraulic system 6, is connected between guide rail 4 and platform support body 5, drives guide rail 4 and platform support body 5 relative motion.In the present embodiment, hydraulic system 6 includes anti-fall climbing device 6.1, lower anti-fall climbing device 6.2 and hydraulic jack 6.3, wherein the upper end of hydraulic jack 6.3 is by upper anti-fall climbing device 6.1 and the triangular supports 5.1 in platform support body 5(platform support body 5) be connected, the lower end of hydraulic jack 6.3 is connected with guide rail 4 by lower anti-fall climbing device 6.2.Hydraulic system also includes pumping plant, hydraulic circuit etc., power resources during the utility model lifting, anti-fall climbing device realizes the power and energy of lifting platform support body 5 or guide rail 4, anti-fall climbing device divides upper and lower two, each all possess automatic dead-locking function, upper and lower two anti-fall climbing devices another anti-drop device each other.
Suspension bracket 7, suspension bracket 7 to be positioned at below platform support body 5 and to be connected with platform support body 5.In the present embodiment, suspension bracket 7 is connected with sizing steel stair 16, suspension bracket 7 is also provided with guard rail 15.
Described security protection system comprises:
Operation support body 1, fixed placement is on platform support body 5; Set up by the steel pipe of diameter 48mm and form, be convenient to built-in fitting assembly 2 and embedded part hanging seat 3 are installed.
The horizontal protected apron 17 in upper strata, sets up the top at operation support body 1, is formed, belong to first hard protection by wooden mill, template, steel fragrant plant net.
The horizontal protected apron 13 in middle level, sets up between the top of this pair paralell body 5, is formed, belong to the hard security protection of second by channel-section steel, Mu Fang, template, steel fragrant plant net.
Lower floor aisle 14, sets up between the bottom of this pair paralell body 5.
Turnover panel 12, is articulated and connected on platform support body 5 and on operation support body 1, the gap between platform support body 5 and Core Walls Structure barrel 8, the gap shielding operated between support body 1 and Core Walls Structure barrel 8 is lived.Described turnover panel 12 is wooden turnover panel, is arranged on corner location, adopts hinge to fix, forms 100% hard protection.
The course of work of the present utility model: replace jacking by hydraulic jack 6.3 pairs of guide rails 4 and paralell body 5, thus realize elevating movement of the present utility model, thus realize the utility model along with after execute the construction of structural floor, successively rise to top layer, reach the effective structure signal of security protection.
Construction technology process of the present utility model: built-in fitting assembly 2 and the embedded part hanging seat 3 of installing the lower one deck of built-in fitting assembly 2 and embedded part hanging seat 3 → start turnover panel 12 → lift rail 4 → climbing platforms support body 5 → cover turnover panel 12 → install.
Above-described embodiment is not the exhaustive of detailed description of the invention; also can there is other embodiment; above-described embodiment object is the utility model is described, and unrestricted protection domain of the present utility model, all application come by the utility model simple change all drop in protection domain of the present utility model.
Claims (9)
1. a building Core Walls Structure hydraulic intelligent climbs protective platform, be arranged in Core Walls Structure hoistway (9), include security protection system, it is characterized in that, also include hydraulic climbing system, described security protection system is creeped along Core Walls Structure barrel (8) up and down by hydraulic climbing system;
Described hydraulic climbing system includes:
Built-in fitting assembly (2), is embedded on Core Walls Structure barrel;
Embedded part hanging seat (3), is connected on built-in fitting assembly (2) by guide rail (4) and paralell body (5);
Guide rail (4), is connected with built-in fitting assembly (2) by embedded part hanging seat (3), and can move up and down by opposed platforms support body (5) under the effect of hydraulic system (6);
Platform support body (5), platform support body (5) is symmetrical set in Core Walls Structure hoistway (9), is connected with built-in fitting assembly (2) by embedded part hanging seat (3), and can move up and down along guide rail (4) under the effect of hydraulic system (6);
Hydraulic system (6), is connected between guide rail (4) and platform support body (5), drives guide rail (4) and platform support body (5) relative motion.
2. building Core Walls Structure hydraulic intelligent according to claim 1 climbs protective platform, and it is characterized in that, described security protection system comprises:
Operation support body (1), fixed placement is on platform support body (5);
The horizontal protected apron in upper strata (17), sets up the top in operation support body (1);
The horizontal protected apron in middle level (13), sets up between the top of platform support body (5);
Lower floor aisle (14), sets up between the bottom of platform support body (5);
Turnover panel (12), is articulated and connected in and operation support body (1) upper at platform support body (5), the gap between platform support body (5) and Core Walls Structure barrel (8), the gap shielding operated between support body (1) and Core Walls Structure barrel (8) is lived.
3. building Core Walls Structure hydraulic intelligent according to claim 1 climbs protective platform, it is characterized in that: described hydraulic climbing system also includes suspension bracket (7), and suspension bracket (7) is positioned at platform support body (5) below and is connected with platform support body (5).
4. building Core Walls Structure hydraulic intelligent according to claim 3 climbs protective platform, it is characterized in that: described suspension bracket (7) is connected with sizing steel stair (16).
5. building Core Walls Structure hydraulic intelligent according to claim 3 climbs protective platform, it is characterized in that: described suspension bracket (7) is provided with guard rail (15).
6. building Core Walls Structure hydraulic intelligent according to claim 1 climbs protective platform, it is characterized in that: described platform support body (5) comprises triangular supports (5.1) and is connected to the steel truss (5.2) in triangular supports.
7. building Core Walls Structure hydraulic intelligent according to claim 1 climbs protective platform, it is characterized in that: described platform support body (5) is provided with the crossbeam gib head (11) coordinated with embedded part hanging seat (3) and the attached wall coordinated with Core Walls Structure barrel (8) supports (10).
8. building Core Walls Structure hydraulic intelligent according to claim 1 climbs protective platform, it is characterized in that: described platform support body (5) is provided with guard rail (15).
9. building Core Walls Structure hydraulic intelligent according to claim 1 climbs protective platform, it is characterized in that: described hydraulic system (6) includes anti-fall climbing device (6.1), lower anti-fall climbing device (6.2) and hydraulic jack (6.3), wherein the upper end of hydraulic jack (6.3) is connected with security protection system by upper anti-fall climbing device (6.1), and the lower end of hydraulic jack (6.3) is connected with guide rail (4) by lower anti-fall climbing device (6.2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520689253.4U CN205077885U (en) | 2015-09-08 | 2015-09-08 | Building core section of thick bamboo hydraulic pressure intelligence protection platform that climbs |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520689253.4U CN205077885U (en) | 2015-09-08 | 2015-09-08 | Building core section of thick bamboo hydraulic pressure intelligence protection platform that climbs |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205077885U true CN205077885U (en) | 2016-03-09 |
Family
ID=55430299
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520689253.4U Expired - Fee Related CN205077885U (en) | 2015-09-08 | 2015-09-08 | Building core section of thick bamboo hydraulic pressure intelligence protection platform that climbs |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205077885U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013776A (en) * | 2016-07-01 | 2016-10-12 | 绍兴文理学院 | Hydraulic climbing type elevator shaft finalization operation platform and construction method |
| CN106639322A (en) * | 2017-01-19 | 2017-05-10 | 荆门创佳机械科技有限公司 | Self-elevating concrete material distributing tower utilizing elevator guide rails and installing method |
| CN107178213A (en) * | 2017-06-05 | 2017-09-19 | 中国建筑第八工程局有限公司 | The safeguard protection screen system of Steel Structure Installation |
| CN109537867A (en) * | 2018-12-27 | 2019-03-29 | 上海绿地建设(集团)有限公司 | Protective platform in a kind of Super High Core Walls Structure based on climbing apparatus |
| CN111470265A (en) * | 2020-04-29 | 2020-07-31 | 郑州亚瑟智能科技有限公司 | Automatic loading stair climbing carrier |
| CN111502318A (en) * | 2020-05-04 | 2020-08-07 | 璐句附 | Protective structure for construction of core tube in building |
| WO2021051805A1 (en) * | 2019-09-16 | 2021-03-25 | 广东博智林机器人有限公司 | Climbing frame jacking system and control method, building machine, and climbing frame control method and system |
-
2015
- 2015-09-08 CN CN201520689253.4U patent/CN205077885U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013776A (en) * | 2016-07-01 | 2016-10-12 | 绍兴文理学院 | Hydraulic climbing type elevator shaft finalization operation platform and construction method |
| CN106639322A (en) * | 2017-01-19 | 2017-05-10 | 荆门创佳机械科技有限公司 | Self-elevating concrete material distributing tower utilizing elevator guide rails and installing method |
| CN107178213A (en) * | 2017-06-05 | 2017-09-19 | 中国建筑第八工程局有限公司 | The safeguard protection screen system of Steel Structure Installation |
| CN109537867A (en) * | 2018-12-27 | 2019-03-29 | 上海绿地建设(集团)有限公司 | Protective platform in a kind of Super High Core Walls Structure based on climbing apparatus |
| WO2021051805A1 (en) * | 2019-09-16 | 2021-03-25 | 广东博智林机器人有限公司 | Climbing frame jacking system and control method, building machine, and climbing frame control method and system |
| CN111470265A (en) * | 2020-04-29 | 2020-07-31 | 郑州亚瑟智能科技有限公司 | Automatic loading stair climbing carrier |
| CN111502318A (en) * | 2020-05-04 | 2020-08-07 | 璐句附 | Protective structure for construction of core tube in building |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205077885U (en) | Building core section of thick bamboo hydraulic pressure intelligence protection platform that climbs | |
| CN205077845U (en) | Building core section of thick bamboo well hydraulic pressure intelligence operation scaffold that climbs | |
| CN106437130A (en) | Inner roof external climbing type formwork construction platform for super high-rise building construction | |
| CN207144449U (en) | A kind of hoistway operation platform | |
| CN201826516U (en) | Novel attached lifting scaffold | |
| CN103233588B (en) | With the shift method of raft foundation building | |
| CN101787792A (en) | Building protection screen system | |
| CN104291222B (en) | The inner hard protection of a kind of high-rise building Core Walls Structure hangs integrated system with row | |
| CN106121255A (en) | Apparatus installed by a kind of Super High glass curtain wall | |
| CN206233541U (en) | A kind of interior top external climbing mould bases operation platform for construction of super highrise building | |
| CN102444271B (en) | Suspended scaffolding | |
| CN205653086U (en) | Tower crane who possesses climbing ladder and lift | |
| CN103806645B (en) | A kind of light-duty intelligent hydraulic climbing apparatus with good wind resistance fireproof performance | |
| CN204418629U (en) | A kind of integrated form climbing frame | |
| CN102502378A (en) | Climbing elevator for building construction | |
| CN103193137B (en) | High-altitude full automatic lifting and using method thereof | |
| CN202544379U (en) | Automatic climbing device | |
| CN205100531U (en) | Lift scaffold support body assembly | |
| CN209145256U (en) | The dedicated climbing frame of assembled architecture | |
| CN204876509U (en) | Steel structure platform | |
| CN203547125U (en) | Column type overall steel platform hydraulic creeping formwork | |
| CN106150057B (en) | A kind of split blade type hydraulic pressure lift climbing frame | |
| CN205894715U (en) | Light steel structure is semi -automatic under enclosed construction constructs from hoisting machine that climbs | |
| CN203173644U (en) | Multifunctional lifting shaft working platform system | |
| CN206110636U (en) | Burst formula hydraulic lifting climbs frame |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160309 Termination date: 20170908 |