CN203756181U - Suspension type movable construction trolley - Google Patents
Suspension type movable construction trolley Download PDFInfo
- Publication number
- CN203756181U CN203756181U CN201420121799.5U CN201420121799U CN203756181U CN 203756181 U CN203756181 U CN 203756181U CN 201420121799 U CN201420121799 U CN 201420121799U CN 203756181 U CN203756181 U CN 203756181U
- Authority
- CN
- China
- Prior art keywords
- platform
- layer
- construction
- trolley
- chassis
- Prior art date
Links
- 238000010276 construction Methods 0.000 title claims abstract description 42
- 239000000725 suspensions Substances 0.000 title claims abstract description 17
- 239000010410 layers Substances 0.000 claims abstract description 44
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 18
- 239000010959 steel Substances 0.000 claims abstract description 18
- 239000002965 ropes Substances 0.000 claims abstract description 9
- 241000282326 Felis catus Species 0.000 claims description 6
- 239000011435 rock Substances 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 1
- 239000000969 carriers Substances 0.000 description 1
- 238000005516 engineering processes Methods 0.000 description 1
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound data:image/svg+xml;base64,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 data:image/svg+xml;base64,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 [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 1
- 239000011514 iron Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000000034 methods Methods 0.000 description 1
- 238000007569 slipcasting Methods 0.000 description 1
Abstract
Description
Technical field
The utility model relates to construction chassis, particularly the removable construction chassis of a kind of suspension.
Background technology
In the lock chamber work progress of power station, construct to complete elevation and the lock chamber excavation wall rock bench concrete of building and also substantially completed in lock chamber bottom, because fringe conditions changes, designing requirement improves, for ensureing that lock chamber top rock bench is repaired concrete and bedrock surface is better in conjunction with stressed, design at lock chamber top upstream and downstream abutment wall and set up many row's deep layer cable boltings.Because lock chamber vertical shaft has excavated, conventional construction method is to carry out anchor cable construction from lock chamber vertical shaft base plate erection construction framed bent, framed bent scaffolding height high (approaching the high framed bent of 70m), long construction period, construction cost is high, security risk is large, and produces the series of problems such as interference with other job execution of lock chamber bottom.
Summary of the invention
Technical problem to be solved in the utility model is to provide the removable construction chassis of a kind of suspension, has solved the safety problem when construction of lock chamber top need be set up high framed bent and the cross-operation of lock chamber bottom, has saved cost, has shortened the duration.
For solving the problems of the technologies described above, the technical scheme that the utility model adopts is: the removable construction chassis of a kind of suspension, chassis girder two ends are provided with running gear, chassis girder bottom is provided with first floor operation platform and second layer operation platform, first floor operation platform and the second layer operation platform multiple vertical connection shaped steel by platform both sides with flexibly connect wire rope and be connected with chassis girder.
Described first floor operation platform and second layer operation platform below are equipped with multiple platform gripper shoes, and operation platform gripper shoe is by connecting first floor operation platform and second layer operation platform are fixed on to correct position with the vertical carrier setting bolt being connected on shaped steel.
Described first floor operation platform and second layer operation platform two ends are provided with bolt and shore.
Described bolt is shored for each two of every one deck operation platform two ends.
On described first floor operation platform and second layer operation platform, be equipped with safety barrier and work cat ladder, on second layer operation platform, also offer manhole.
The removable construction chassis of a kind of suspension that the utility model provides, by two-layer hanging type Construction of Steel Structure job platform by vertical connection shaped steel with flexibly connect wire rope and be connected with chassis girder, and make chassis automatic moving by being arranged on the running gear at girder two ends.This apparatus structure is simple, easy and simple to handle, has solved the safety problem when construction of lock chamber top need be set up high framed bent and the space crossed operation of lock chamber, has saved cost, has shortened the duration, can be widely used in power station lock chamber and the construction of vertical shaft position.
Brief description of the drawings
Below in conjunction with drawings and Examples, the utility model is described in further detail:
Fig. 1 is the utility model structural front view.
Fig. 2 is the utility model structure side view.
In Fig. 1-2: running gear 1, girder 2, flexibly connects wire rope 3, and bolt shores 4, rock bench concrete 5, safety barrier 6, vertically connects shaped steel 7, first floor operation platform 8, second layer operation platform 9, work cat ladder 10, platform gripper shoe 11, bearing 12.
Detailed description of the invention
As shown in Fig. 1-2, the removable construction chassis of a kind of suspension, chassis girder 2 two ends are provided with running gear 1, chassis girder 2 bottoms are provided with first floor operation platform 8 and second layer operation platform 9, first floor operation platform 8 and the second layer operation platform 9 multiple vertical connection shaped steel 7 by platform both sides with flexibly connect wire rope 3 and be connected with chassis girder 2.
Described first floor operation platform 8 and second layer operation platform 9 belows are equipped with multiple platform gripper shoes 11, and operation platform gripper shoe 11 is by connecting first floor operation platform 8 and second layer operation platform 9 are fixed on to correct position with vertical bearing 12 bolts that are connected on shaped steel 7.
Structure thus, by vertical connection shaped steel 7 by first floor operation platform 8 and second layer operation platform 9 and chassis girder 2 gun iron links, with flexibly connecting wire rope 3, two-layer operation platform is contacted and is connected with chassis girder 2 again, the dual connection of rigidity and tenderness has improved reliability and the safety that two-layer operation platform is connected with chassis girder 2, make first floor operation platform 8 as a whole with 2 one-tenth of chassis girders with second layer operation platform 9, and vertically move along lock chamber under the driving of the running gear 1 that can arrange at chassis girder 2 two ends, realize chassis and walk voluntarily.Simultaneously, the platform gripper shoe 11 of two-layer operation platform below connects with bearing 12 bolts that are vertically connected on shaped steel 7 effect that also can play the two-layer operation platform of support, also two-layer operation platform can be fixed on to suitable height and position, convenient construction personnel operate on operation platform simultaneously.
Preferably, first floor operation platform 8 and second layer operation platform 9 two ends are provided with bolt and shore 4.Bolt shores 4 for each two of every one deck operation platform two ends.The bolt that every layer of platform two ends can be arranged in the time of anchor cable pore-creating operation shore stretch out support to bedrock surface to fix chassis, reduce the Stability Analysis of Structures impact of anchor cable pore-creating impact force on chassis.
On described first floor operation platform 8 and second layer operation platform 9, be equipped with safety barrier 5 and work cat ladder 9, on second layer operation platform 8, also offer manhole.Every layer of operation platform surrounding adds 1.5m safety barrier, guaranteed constructor's safety.Between chassis girder 2 and first floor operation platform 8, between first floor platform 9 and second layer operation platform 9, be provided with work cat ladder 10, constructor can be by between the dealing of work cat ladder and two-layer platform.The manhole of offering on second layer operation platform 9, convenient construction personnel enter into the construction of lock chamber bottom.
The setting of the two-layer operation platform of chassis, has ensured working space separately, can other construction operations of bottom not produced and be disturbed, and has also solved the various safety problems that space crossed operation brings simultaneously.Can make two chassis according to site operation actual demand, one is carried out anchor cable pore-creating operation above, and another can carry out, and anchor cable is reeved, stretch-draw, slip casting and follow-up concrete repair operation, forms continuous productive process, and accelerating construction progress, ensures construction safety.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420121799.5U CN203756181U (en) | 2014-03-19 | 2014-03-19 | Suspension type movable construction trolley |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420121799.5U CN203756181U (en) | 2014-03-19 | 2014-03-19 | Suspension type movable construction trolley |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203756181U true CN203756181U (en) | 2014-08-06 |
Family
ID=51251468
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420121799.5U CN203756181U (en) | 2014-03-19 | 2014-03-19 | Suspension type movable construction trolley |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203756181U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104878867A (en) * | 2015-05-21 | 2015-09-02 | 中国建筑第二工程局有限公司 | Ceiling joist and double-layer construction platform integrated structure and manufacturing method thereof |
-
2014
- 2014-03-19 CN CN201420121799.5U patent/CN203756181U/en active IP Right Grant
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104878867A (en) * | 2015-05-21 | 2015-09-02 | 中国建筑第二工程局有限公司 | Ceiling joist and double-layer construction platform integrated structure and manufacturing method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US10443380B2 (en) | Asymmetric support structure of entry driven along gob-side under unstable roof in deep mines and construction method thereof | |
| CN1311134C (en) | Down beam type bridge-erecting machine and bridge erecting method thereof | |
| CN103967050B (en) | Construction system of subway station | |
| CN102720140B (en) | Large-span prestress concrete continuous beam deepwater pier construction process | |
| CN102345381B (en) | Hydraulic creeping formwork system and creeping formwork construction method | |
| CN104060844B (en) | Sliding device and lifting device for truss frame of steel structural transfer floor of the high-rise building and construction method thereof | |
| CN101775907A (en) | Space truss structure aerial pairing integral slide installation method | |
| CN101899904B (en) | Method for two-way hoisting construction of converter tower steel structure | |
| CN201747390U (en) | Suspension type multifunctional tunnel operation machine | |
| CN202322136U (en) | Device for moving steel structure | |
| CN100543235C (en) | The method and system of erecting steel trusses by stay cable auxiliary complete cantilever | |
| CN102900022A (en) | Hydraulic climbing formwork construction method for leaning tower of cable-stayed bridge | |
| CN201714054U (en) | Climbing platform system for construction of elevator shaft of high-rise building | |
| CN101774511B (en) | Climbing type hoist and using method thereof | |
| CN104481546B (en) | A kind of soft rock tunnel inclined shaft enters the construction method of the double curvature arch in positive hole | |
| CN102146731B (en) | Supporting structure for floor formwork of steel structure building and construction method | |
| CN102080357B (en) | Integrated beam-falling device and method for steel pipe pier bailey beam cast-in-place bracket | |
| CN105178167B (en) | A kind of double-deck steel cable bridge and its erection method | |
| CN101914897A (en) | Construction method of single main cable inclined-suspender earth anchored suspension bridge | |
| CN104295307B (en) | Tunnel steel arch frame fitting machine and installation method thereof | |
| CN101881021B (en) | Hoisting method for deep water large-scale jacket construction on land | |
| CN103072900B (en) | Loading frame dual-purpose vehicle under coal mine | |
| CN106968256B (en) | Foundation pit assembled steel trestle construction method | |
| CN103306289A (en) | Foundation pit piled anchor dado concrete anchor cable top beam structure and construction method thereof | |
| CN104512844A (en) | Transverse sliding and vertical hydraulic jacking lifting method for super-huge type mill housing frame |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information |
Inventor after: Jiang Yiyuan Inventor after: Chen Song Inventor after: Wang Lin Inventor after: Li Ying Inventor after: Xiong Xiaoping Inventor after: Meng Fanguo Inventor after: Pan Jinhua Inventor after: Peng Chunlian Inventor after: Lv Xu Inventor after: Huang Siying Inventor before: Jiang Yiyuan Inventor before: Wang Lin Inventor before: Li Ying Inventor before: Xiong Xiaoping Inventor before: Meng Fanguo Inventor before: Pan Jinhua Inventor before: Peng Chunlian Inventor before: Lv Xu Inventor before: Huang Siying |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| C53 | Correction of patent for invention or patent application | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: JIANG YIYUAN WANG LIN LI YING XIONG XIAOPING MENG FANGUO PAN JINHUA PENG CHUNLIAN LV XU HUANG SIYING TO: JIANG YIYUAN WANG LIN LI YING XIONG XIAOPING MENG FANGUO PAN JINHUA PENG CHUNLIAN LV XU HUANG SIYING CHEN SONG |
|
| ASS | Succession or assignment of patent right |
Owner name: CHINA GEZHOUBA GROUP NO.3 ENGINEERING CO., LTD. Effective date: 20140904 |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20140904 Address after: 443002 Hubei province Yichang City Road No. 1 Patentee after: China Gezhouba Group Co., Ltd. Patentee after: CHINA GEZHOUBA GROUP NO.3 ENGINEERING CO., LTD. Address before: 443002 Hubei province Yichang City Road No. 1 Patentee before: China Gezhouba Group Co., Ltd. |