CN205476531U - Big load core section of thick bamboo hydraulic lifting material platform - Google Patents
Big load core section of thick bamboo hydraulic lifting material platform Download PDFInfo
- Publication number
- CN205476531U CN205476531U CN201620036912.9U CN201620036912U CN205476531U CN 205476531 U CN205476531 U CN 205476531U CN 201620036912 U CN201620036912 U CN 201620036912U CN 205476531 U CN205476531 U CN 205476531U
- Authority
- CN
- China
- Prior art keywords
- platform
- walls structure
- core walls
- thick bamboo
- core section
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- Expired - Fee Related
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- 239000000463 material Substances 0.000 title claims abstract description 29
- 235000017166 Bambusa arundinacea Nutrition 0.000 title abstract 7
- 235000017491 Bambusa tulda Nutrition 0.000 title abstract 7
- 241001330002 Bambuseae Species 0.000 title abstract 7
- 235000015334 Phyllostachys viridis Nutrition 0.000 title abstract 7
- 239000011425 bamboo Substances 0.000 title abstract 7
- 238000009415 formwork Methods 0.000 claims abstract description 9
- 230000001737 promoting effect Effects 0.000 abstract description 2
- 230000008878 coupling Effects 0.000 abstract 2
- 238000010168 coupling process Methods 0.000 abstract 2
- 238000005859 coupling reaction Methods 0.000 abstract 2
- 238000010276 construction Methods 0.000 description 16
- 238000007599 discharging Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 230000007306 turnover Effects 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000009194 climbing Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 241000196324 Embryophyta Species 0.000 description 1
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to a big load core section of thick bamboo hydraulic lifting material platform. The setting includes attached to the promotion guide rail on the core section of thick bamboo wall body in the creeping formwork both sides, be provided with along the platform main part that promotes the guide rail up -and -down motion on promoting the guide rail, platform main part lower part sets up the lower stores pylon body of supporting platform main part, the stores pylon body is the square core section of thick bamboo wall body setting of being close to down, the guider of lower stores pylon body coupling no. 1 and the contact of core section of thick bamboo wall body, the leading wheel of guider tip with the contact of core section of thick bamboo wall body, supporting platform main part lower part still be provided with with the supporter of lower stores pylon body coupling, the supporter slant sets up, the supporter upper end is connected to on the outside of platform main part bottom surface. The utility model provides a simple structure, the safe big load core section of thick bamboo hydraulic lifting material platform that satisfy the site operation demand of ability.
Description
Technical field
This utility model relates to a kind of big load Core Walls Structure hydraulic pressure lift material platform, is applied to technical field of buildings.
Background technology
At present, it is more conventional that Super High Core Walls Structure vertically separates construction technology ratio with horizontal structure, again in the case of this, Core Walls Structure construction method type selecting is the most, backform, creeping formwork etc. nothing but, under the most such construction technology, backform and creeping formwork are totally enclosed to whole Core Walls Structure construction top, in the case of Core Walls Structure is vertical again and outside horizontal structure differs greatly, inside requirement Core Walls Structure, horizontal beam plate structure can not lag behind Core Walls Structure and vertically differ too big, so arising that the temporary heap carrying platform of the turnover material of the material transport of horizontal Beam-Slab Construction inside Core Walls Structure, turnover.
The external side of backform, climbing form frame the widest go out about 1.5 meters of-2 meters of scopes of Core Walls Structure exterior wall, material vertical transport is had considerable influence, current domestic solution is as follows:
1, etc. housing horizontal structure is caught up with, and thus runs counter to project construction schedule requirement, has little significance to vertically first going up this kind of technique.
2, common discharging platform is set in centre, owing to Core Walls Structure door opening width ratio is relatively big (typically between 4 meters-5 meters), platform discharging platform width is that choose outside 1.8-2 rice can not be the widest, 3.5 meters can only be chosen outward, button goes to choose width outside backform, creeping formwork, use space can not meet far away use requirement, this discharging platform is without promoting power simultaneously, need tower crane to have bad luck material and discharging platform self promotes, construction equipment the most nervous during Super High construction is exactly tower crane, be greatly increased so can to tower crane operation pressure, delayed, tie down duration progress.
3, horizontal beam panel material inside Core Walls Structure, utilize and manually have bad luck up and down, reserved batch turning hole (circulation material during the horizontal Beam-Slab Construction of general Core Walls Structure on construction layer, 4 layers of amount of on-the-spot outfit, utilize a dead lift structure 4 layer height), under current labour force major premise in short supply, it is clear that be irrational wasting of resources.
Utility model content
This utility model is for drawbacks described above, it is therefore intended that provides a kind of simple in construction, can meet safely the big load Core Walls Structure hydraulic pressure lift material platform of site operation demand.
For this technical solution adopted in the utility model it is: this utility model is arranged on creeping formwork (1) both sides, including the lift rail (3) being attached on Core Walls Structure body of wall (2), described lift rail (3) is provided with the main platform body (4) moved up and down along lift rail (3)；
Described main platform body (4) bottom arranges the lower hanger body (5) of support platform main body (4), described lower hanger body (5) is square and arranges near Core Walls Structure body of wall (2), described lower hanger body (5) connects a guider (6) contacted with Core Walls Structure body of wall (2), the directive wheel of described guider (6) end contacts with described Core Walls Structure body of wall (2), described support platform main body (4) bottom is additionally provided with the supporter (7) connected with described lower hanger body (5), described supporter (7) is angularly disposed, described supporter (7) upper end is connected on main platform body (4) outer side bottom surface.
The platform liner (8) arranged the most diagonally downward is set on described main platform body (4) bottom surface, described platform liner (8) is provided with demarcation strip (81).
Being provided with push pedal (9) in described main platform body (4), described push pedal (9) both sides are provided with the pull bar (10) being connected in push pedal (9).
Described guider (6) is provided with the spring being in directive wheel rear end.
The utility model has the advantages that: this big load Core Walls Structure hydraulic pressure lift material steel platform, to vertical and horizontally separated construction technology, play plant during subsidy construction, material transport efficiency when being greatly increased secondary Beam-Slab Construction, save a large amount of manpower, material resources, financial resources, realize project economics facility reform cost, increase preloading place plane projection a size of (maximum 5M*5M), the nearly actually used area of 15M, big load, this material platform load capacity calculates according to 4KN/m during design, flat top is about 6 tons of material weight of 60KN(), support body is realized from climbing function by hydraulic system and guide rail, the all components of support body are steel, job site fire safety is played good safeguard measure, practicality is excellent simultaneously.
This utility model is horizontal Beam-Slab Construction, load-bearing heap carrying platform during material vertical transport in Core Walls Structure housing reversing Core Walls Structure.This material platform area is big, can load-bearing, own promote power, own outer protection system, site operation demand can be met safely.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Figure 1 is creeping formwork, 2 be Core Walls Structure body of wall, 3 be lift rail, 4 be main platform body, 5 be lower hanger body, 6 be guider, 7 be supporter, 8 be platform liner, 9 be push pedal, 10 for pull bar；
81 is demarcation strip.
Detailed description of the invention
This utility model is arranged on creeping formwork 1 both sides, including the lift rail 3 being attached on Core Walls Structure body of wall 2, described lift rail 3 is provided with the main platform body 4 moved up and down along lift rail 3；
Described main platform body 4 bottom arranges the lower hanger body 5 of support platform main body 4, described lower hanger body 5 is square and arranges near Core Walls Structure body of wall 2, described lower hanger body 5 connects a guider 6 contacted with Core Walls Structure body of wall 2, the directive wheel of described guider 6 end contacts with described Core Walls Structure body of wall 2, described support platform main body 4 bottom is additionally provided with the supporter 7 connected with described lower hanger body 5, described supporter 7 is angularly disposed, and described supporter 7 upper end is connected on main platform body 4 outer side bottom surface.
The platform liner 8 arranged the most diagonally downward is set on described main platform body 4 bottom surface, described platform liner 8 is provided with demarcation strip 81.
Being provided with push pedal 9 in described main platform body 4, described push pedal 9 both sides are provided with the pull bar 10 being connected in push pedal 9.
Described guider 6 is provided with the spring being in directive wheel rear end.
Main platform body 4 is arranged on creeping formwork 1 both sides by this utility model, does not the most affect vertical construction, and this kind of mode can strengthen the size of main platform body 4 simultaneously, thus the transport turnover of more conducively material.
This utility model arranges the support as main platform body 4 of lower hanger body 5 and supporter 7, so main platform body 4 is the most firm, can the most more place material, on lower hanger body 5, it is provided with guider 6 simultaneously, the arranging of guider 6 can further make of the present utility model operate up and down the most steady, also play an effect to lower hanger body 5 cross-brace simultaneously, the most further this utility model arranges spring in directive wheel rear end, flexible by spring makes guider 6 can keep contacting with Core Walls Structure body of wall 2 all the time, further ensure the stability of this utility model operating.
The further angularly disposed platform liner 8 of this utility model, so material can move to the platform near divergence under gravity, operator are so facilitated to take fast, easily correlative, further this utility model arranges demarcation strip 81 on platform liner 8, platform liner 8 is separated into some independent regions by demarcation strip 81, to place different types of material, the operation of convenient operator.
This utility model further arranges push pedal 9 and pull bar 10, such operator take the material on platform liner 8 time, only need to operate pull bar 10, just conveniently material can be moved towards the platform of divergence by push pedal 9, reduce the labor intensity of operator.
Claims (4)
1. big load Core Walls Structure hydraulic pressure lift material platform, it is characterised in that be arranged on creeping formwork (1) both sides, including being attached to core
Lift rail (3) on heart cylinder body of wall (2), described lift rail (3) is provided with the platform moved up and down along lift rail (3)
Main body (4)；
Described main platform body (4) bottom arranges the lower hanger body (5) of support platform main body (4), and described lower hanger body (5) is square
Arranging near Core Walls Structure body of wall (2), described lower hanger body (5) connects a guider (6) contacted with Core Walls Structure body of wall (2),
The directive wheel of described guider (6) end contacts with described Core Walls Structure body of wall (2), and described support platform main body (4) bottom is also
Being provided with the supporter (7) connected with described lower hanger body (5), described supporter (7) is angularly disposed, on described supporter (7)
End is connected on main platform body (4) outer side bottom surface.
Big load Core Walls Structure hydraulic pressure lift material platform the most according to claim 1, it is characterised in that described main platform body
(4) the platform liner (8) arranged the most diagonally downward is set on bottom surface, described platform liner (8) is provided with demarcation strip
(81).
Big load Core Walls Structure hydraulic pressure lift material platform the most according to claim 1, it is characterised in that described main platform body
(4) being provided with push pedal (9) on, described push pedal (9) both sides are provided with the pull bar (10) being connected in push pedal (9).
Big load Core Walls Structure hydraulic pressure lift material platform the most according to claim 1, it is characterised in that described guider
(6) it is provided with and is in the spring of directive wheel rear end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620036912.9U CN205476531U (en) | 2016-01-15 | 2016-01-15 | Big load core section of thick bamboo hydraulic lifting material platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620036912.9U CN205476531U (en) | 2016-01-15 | 2016-01-15 | Big load core section of thick bamboo hydraulic lifting material platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205476531U true CN205476531U (en) | 2016-08-17 |
Family
ID=56668664
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620036912.9U Expired - Fee Related CN205476531U (en) | 2016-01-15 | 2016-01-15 | Big load core section of thick bamboo hydraulic lifting material platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205476531U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106121252A (en) * | 2016-08-30 | 2016-11-16 | 中建三局第建设工程有限责任公司 | A kind of hydraulic stepping turns material device and method from climbing |
-
2016
- 2016-01-15 CN CN201620036912.9U patent/CN205476531U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106121252A (en) * | 2016-08-30 | 2016-11-16 | 中建三局第建设工程有限责任公司 | A kind of hydraulic stepping turns material device and method from climbing |
| CN106121252B (en) * | 2016-08-30 | 2018-04-27 | 中建三局第一建设工程有限责任公司 | A kind of hydraulic stepping is from climbing material transfering device and method |
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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: 20160817 |