CN203247565U - Auxiliary riveting stud second-phase embedding part mounting device for vertical ship lift - Google Patents
Auxiliary riveting stud second-phase embedding part mounting device for vertical ship lift Download PDFInfo
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- CN203247565U CN203247565U CN2013202708364U CN201320270836U CN203247565U CN 203247565 U CN203247565 U CN 203247565U CN 2013202708364 U CN2013202708364 U CN 2013202708364U CN 201320270836 U CN201320270836 U CN 201320270836U CN 203247565 U CN203247565 U CN 203247565U
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- girder system
- steel frame
- frame girder
- concrete wall
- steelframe
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Abstract
An auxiliary riveting stud second-phase embedding part mounting device for a vertical ship lift includes a first integral n-shaped steel frame girder system and a second integral n-shaped steel frame girder system both used arranged on the front surfaces of the two groups of riveting stud second-phase embedding parts on the upstream part and the downstream part respectively, wherein the upper end and the lower end of the first steel frame girder system are connected with a concrete wall body through second adjusting screw rods; the lower end of the second steel frame girder system is connected with the concrete wall body through second adjusting screw rods; a third steel frame girder system is arranged at the upper part on one side at a corner of a riveting stud groove; the inner end of the third steel frame girder system is suspended; the suspended end of the third steel frame girder system is connected with the upper end of the second steel frame girder system through first adjusting screw rods; the outer end of the third steel frame girder system is connected with the concrete wall body through a support fixing part. The auxiliary riveting stud second-phase embedding part mounting device is applicable to the construction of riveting stud second-phase embedding parts of vertical ship lifts which have great overall mounting height, big structural section size and high mounting accuracy and cannot be adjusted and fixed through a traditional mounting method as reinforcing steel bars are densely arranged in a second-phase concrete structure and the space is narrow, and is applicable to the construction of similar mounting engineering.
Description
Technical field
The utility model relates to a kind of auxiliary conditioning unit of vertical ship lift Nut column second phase embedded part installation, particularly a kind ofly be suitable for that the overall installation height is large, construction space is narrow, the intensive layout of second phase reinforcing bar, and the Nut column second phase embedded part installation that the integral installation precision is high needs, and this device can repeatedly recycle, make things convenient for the regulation and localization operation.
Background technology
At present domestic not yet have suitable vertical teeth climb formula large scale ship large-scale nut post second phase embedded part install needs, setting height(from bottom) is large, construction space is narrow and reinforcement placement is intensive and the process unit of installation accuracy high.Conventional mounting is fixed because of the intensive installation that can't utilize the first phase joint bar to carry out the second stage of embedded part of the second stage of reinforcing bar, and can not avoid well the problem of embedded part working surface displacement distortion in the second stage of casting process.
Summary of the invention
The purpose of this utility model is that the Nut column second phase embedded part that the technical problem that solves provides a kind of simple in structure, quick construction, convenience and can recycle function is installed auxiliary conditioning unit, and can solve, narrow space intensive because of the second stage of reinforcement placement can't construct by the second stage of embedded part mounting process of tradition method, and adapt to that its setting height(from bottom) is large, construction needs of installation accuracy high, and accordingly totally construction speed requirement.
The purpose of this utility model is achieved in that
Nut column second phase embedded part installation auxiliary device in a kind of vertical ship lift, it comprise the monolithic that is arranged on two groups of Nut columns second phases of upstream and downstream embedded part front "
" type the first steelframe girder system and the second steelframe girder system; the first truss-steel beam is fastened, the lower end is connected with concrete wall by the second adjusting screw(rod); the second steelframe girder system lower end also is connected with concrete wall by the second adjusting screw(rod); a upper lateral part at Nut column groove band turning is provided with the 3rd steelframe girder system; the 3rd steelframe girder system the inner is free end; free end is fastened end by the first body segment screw rod and the second truss-steel beam and is connected, and the 3rd steelframe is that the outer end is connected with concrete wall by support fixation elements.
Also be provided with connecting screw rod between the first above-mentioned steelframe girder system, the second steelframe girder system and the second stage of embedded part.
The utility model has been obtained following technique effect:
The utility model is specially adapted to that the overall installation height is large, the structure section size is large, installation accuracy is high, and can't adjust the installation of climbing formula ship lift Nut column second phase embedded part and similar installing engineering project thereof with vertical teeth fixing and that installation accuracy is high by the conventional mounting method because of the intensive layout of reinforcing bar, narrow space in the second stage concrete structure.
Description of drawings
The utility model is described in further detail below in conjunction with drawings and Examples.
Fig. 1 is structural representation of the present utility model.
A is second stage concrete among the figure, and b is the second stage of embedded part, and c is the concrete wall, and d is the second stage of reinforcing bar, and e is one, the second stage concrete interface.
The specific embodiment
Referring to Fig. 1, Nut column second phase embedded part installation auxiliary device in a kind of vertical ship lift, it comprise the monolithic that is arranged on two groups of Nut columns second phases of upstream and downstream embedded part front "
" type the first steelframe girder system 1 and the second steelframe girder system 2; the first truss-steel beam is fastened, the lower end is connected with concrete wall by the second adjusting screw(rod) 6; the second steelframe girder system lower end is also passed through the second adjusting screw(rod) 6 and is connected with concrete wall; a upper lateral part at Nut column groove band turning is provided with the 3rd steelframe girder system 4; the 3rd steelframe girder system the inner is free end; free end is fastened to hold by the first body segment screw rod 3 and the second truss-steel beam and is connected, and the 3rd steelframe is that the outer end is passed through support fixation elements 7 and is connected with concrete wall.Also be provided with connecting screw rod 5 between described the first steelframe girder system 1, the second steelframe girder system 2 and the second stage of embedded part.
The utility model can satisfy the installation needs that the joint embedded part is installed, and second stage concrete inside only needs to use a small amount of welding fixture can satisfy the fixing Stability Analysis of Structures of installation at come-at-able position during construction, monolithic "
" shaped steel frame structure and body of wall adopt interim lapping plate to be welded and fixed temporarily, convenient repeatedly install, remove recycling, construction cost can reduce greatly; The long adjusting of the special use of both sides, set bolt assembly, once arrange, can reuse, the convenient installation adjusted and fixed operation, efficiency of construction is high, handled easily, safe and reliable, through the mach bolt regulating device of precision, can satisfy preferably the requirement of installation component high accuracy regulation technology, outside extension welding fixture is regulated achievement keeping installing, and ensures that at the solidificating period in second stage concrete casting process and later stage its installation dimension stablizes, avoids distortion to occur.Take the Researches for Vertical Shiplift construction as example, every cover Nut column second phase embedded part is installed configuration 6 cover auxiliary conditioning units, and turnover is used can satisfy overall installation, pouring construction needs, has satisfied the overall installation construction speed.
During construction, bury on request first the body of wall anchor underground and be convenient to install auxiliary conditioning unit and fix.After single-unit embedded part lifting component puts in place, the mount type erection of steel work, and adopt anchor slab to be connected and fixed temporarily.
The long bolt adjusting device is carried out the accurate adjustment of installation unit on the application apparatus, fixedly carries out second stage concrete after the acceptance(check) and builds.
After second stage concrete reaches the 7 day length of time, release adjusting screw(rod), remove temporarily contacting between external type steelframe and anchor slab, integral body hangs out adjusting device and is used for follow-up cellular installation.
Claims (2)
1. Nut column second phase embedded part installation auxiliary device in the vertical ship lift is characterized in that: it comprise the monolithic that is arranged on two groups of Nut columns second phases of upstream and downstream embedded part front "
" type the first steelframe girder system (1) and the second steelframe girder system (2); the first truss-steel beam is fastened, the lower end is connected with concrete wall by the second adjusting screw(rod) (6); the second steelframe girder system lower end is also passed through the second adjusting screw(rod) (6) and is connected with concrete wall; a upper lateral part at Nut column groove band turning is provided with the 3rd steelframe girder system (4); the 3rd steelframe girder system the inner is free end; free end is fastened to hold by the first body segment screw rod (3) and the second truss-steel beam and is connected, and the 3rd steelframe is that the outer end is passed through support fixation elements (7) and is connected with concrete wall.
2. Nut column second phase embedded part installation auxiliary device in the vertical ship lift according to claim 1 is characterized in that: also be provided with connecting screw rod (5) between described the first steelframe girder system (1), the second steelframe girder system (2) and the second stage of embedded part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013202708364U CN203247565U (en) | 2013-05-17 | 2013-05-17 | Auxiliary riveting stud second-phase embedding part mounting device for vertical ship lift |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013202708364U CN203247565U (en) | 2013-05-17 | 2013-05-17 | Auxiliary riveting stud second-phase embedding part mounting device for vertical ship lift |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203247565U true CN203247565U (en) | 2013-10-23 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013202708364U Expired - Fee Related CN203247565U (en) | 2013-05-17 | 2013-05-17 | Auxiliary riveting stud second-phase embedding part mounting device for vertical ship lift |
Country Status (1)
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| CN (1) | CN203247565U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2015078187A1 (en) * | 2013-11-29 | 2015-06-04 | 葛洲坝集团机电建设有限公司 | Rack mounting auxiliary adjusting apparatus used for rack and pinion climbing vertical ship lift |
| WO2015078186A1 (en) * | 2013-11-29 | 2015-06-04 | 葛洲坝集团机电建设有限公司 | Rack mounting method and auxiliary adjusting apparatus for rack and pinion climbing vertical ship lift |
| CN104878734A (en) * | 2015-06-08 | 2015-09-02 | 中国长江三峡集团公司 | Tool set-up and method for removing nut columns of ship elevator |
| CN105178275A (en) * | 2015-06-08 | 2015-12-23 | 中国长江三峡集团公司 | Non-destructive dismantling method of static explosion ship lift standoff |
| ES2612524R1 (en) * | 2014-07-10 | 2017-06-26 | China Gezhouba Group Co., Ltd | EFFICIENT INSTALLATION METHOD FOR VERTICAL ELEVATORS OF BOATS WITH ZIPPERS DRIVEN BY GEAR AND AUXILIARY REGULATION DEVICE. |
| CN106930265A (en) * | 2017-05-05 | 2017-07-07 | 长江勘测规划设计研究有限责任公司 | The carrier bar and rail beam bearing embedded parts structure of the upright metope of armored concrete |
-
2013
- 2013-05-17 CN CN2013202708364U patent/CN203247565U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2015078187A1 (en) * | 2013-11-29 | 2015-06-04 | 葛洲坝集团机电建设有限公司 | Rack mounting auxiliary adjusting apparatus used for rack and pinion climbing vertical ship lift |
| WO2015078186A1 (en) * | 2013-11-29 | 2015-06-04 | 葛洲坝集团机电建设有限公司 | Rack mounting method and auxiliary adjusting apparatus for rack and pinion climbing vertical ship lift |
| ES2612524R1 (en) * | 2014-07-10 | 2017-06-26 | China Gezhouba Group Co., Ltd | EFFICIENT INSTALLATION METHOD FOR VERTICAL ELEVATORS OF BOATS WITH ZIPPERS DRIVEN BY GEAR AND AUXILIARY REGULATION DEVICE. |
| CN104878734A (en) * | 2015-06-08 | 2015-09-02 | 中国长江三峡集团公司 | Tool set-up and method for removing nut columns of ship elevator |
| CN105178275A (en) * | 2015-06-08 | 2015-12-23 | 中国长江三峡集团公司 | Non-destructive dismantling method of static explosion ship lift standoff |
| CN104878734B (en) * | 2015-06-08 | 2016-08-31 | 中国长江三峡集团公司 | A kind of ship lift Nut column removes frock and method for dismounting thereof |
| CN105178275B (en) * | 2015-06-08 | 2017-03-08 | 中国长江三峡集团公司 | The quiet quick-fried lossless method for dismounting of ship lift Nut column |
| CN106930265A (en) * | 2017-05-05 | 2017-07-07 | 长江勘测规划设计研究有限责任公司 | The carrier bar and rail beam bearing embedded parts structure of the upright metope of armored concrete |
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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: 20131023 Termination date: 20200517 |