CN204370317U - For pouring into the construction equipment of sand proportioning and closed water proof in the interim sandbox of swivel bridges - Google Patents
For pouring into the construction equipment of sand proportioning and closed water proof in the interim sandbox of swivel bridges Download PDFInfo
- Publication number
- CN204370317U CN204370317U CN201420665380.6U CN201420665380U CN204370317U CN 204370317 U CN204370317 U CN 204370317U CN 201420665380 U CN201420665380 U CN 201420665380U CN 204370317 U CN204370317 U CN 204370317U
- Authority
- CN
- China
- Prior art keywords
- sandbox
- sand
- overcoat
- swivel bridges
- interim
- 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
Abstract
The utility model belongs to the technical field that swivel bridges rotor system is installed, be specifically related to a kind of construction equipment for pouring into sand proportioning and closed water proof in the interim sandbox of swivel bridges, when solving existing swivel bridges rotor system installation, the situation of swivel bridges stress system conversion can not be completed in time, and then the problem causing construction delay and rotor system to damage.It comprises sandbox inner sleeve setting up and down and sandbox overcoat, sandbox inner sleeve bottom is set within sandbox overcoat, clearance aperture between the inside and outside cover of sandbox makees oil sealing by 1# lithium saponify, between sandbox inner sleeve outer bottom and sandbox overcoat inner bottom part, quartz sand packed layer is set, sandbox jacket bottom arranged outside draws sand mouth, draws sand mouth and makes oil sealing by 1# lithium saponify and carry out shutoff by sand block plate.The utility model reduces that interim sandbox sedimentation is uneven easily hardens and the impact of difficulty on swivel bridges construction removed by sandbox, the stable of steel structure of turning when ensure that the operation duration of swivel bridges and turn.
Description
Technical field
The utility model belongs to across the technical field of building swivel bridges for temporary support system, is specifically related to a kind of construction equipment for pouring into sand proportioning and closed water proof in the interim sandbox of swivel bridges.
Background technology
In swivel bridges construction, due to superstructure and substructure construction longer for interval time, ball pivot need enter stressed for a long time, affect the stable of Rotary ball hinge and slideway, therefore need to arrange interim sandbox to support, but in interim sandbox, the control stress point that waterproof is interim sandbox installation quality closed by perfusion sand proportioning and sandbox.It is an incremental process that swivel bridges is turned stressed, and along with the construction of superstructure, rotor system is stressed gradually.In time being subject to unbalanced load, ball pivot and spike will be subject to the effect of unbalanced load, and off normal occurs, larger on subsequent handling impact.After installing interim sandbox, when Superstructure Construction, load carries out transmission load by interim sandbox, is evenly distributed on by load in substructure, reduces the uneven stressed of ball pivot and spike.Therefore sandbox is the main member of stress transmission in swivel bridges work progress.But in practical operation, because sandbox is in stress transmission process, sandbox is stressed gradually, and in sandbox, sand is closely knit gradually, then in work progress under the natural conditions effect such as rainwater, in sandbox, sand hardens, difficulty when causing removing.Affect the operations such as swivel bridges is weighed, rotation, during dismounting, slideway is damaged, affect the rotation of spike, increase the mill resistance coefficient that slides, produce instability condition, potential safety hazard is formed to bridge line during rotation.
Summary of the invention
Problem to be solved in the utility model: existing sandbox does not have standard to fill with sand requirement, constructor can only carry out filling with sand proportioning in adjustment sandbox according to on-the-spot practice of construction condition, in case of in sandbox, sand makes moist, pour in down a chimney after water, sand hardens shaping, cause sandbox to remove difficulty, damage larger to slideway when abolishing sandbox.
The utility model adopts following technical scheme to realize:
For pouring into the construction equipment of sand proportioning and closed water proof in the interim sandbox of swivel bridges, comprise sandbox inner sleeve setting up and down and sandbox overcoat, sandbox inner sleeve bottom is set within sandbox overcoat, clearance aperture between the inside and outside cover of sandbox makees oil sealing by 1# lithium saponify, between sandbox inner sleeve outer bottom and sandbox overcoat inner bottom part, quartz sand packed layer is set, sandbox jacket bottom arranged outside draws sand mouth, draws sand mouth and makes oil sealing by 1# lithium saponify and carry out shutoff by sand block plate.
When swivel bridges upper load increases gradually; the utility model can prevent from causing because sandbox sedimentation is excessive; in sandbox sand harden remove difficulty; simultaneously because the rational proportion of sand causes sand space little; settlement stability; can play a protective role to ball pivot, ensure that the safety and stability of core system of turning.Damage slideway when superstructure can prevent from removing interim sandbox after completing again, what ensure when structure is turned is stable, reliable.
The utility model hinge structure has following beneficial effect: when swivel bridges rotator construction, superstructure load can be delivered to substructure by the utility model uniformly, reduce differential settlement to sand in the infringement of rotor system (ball pivot) and sandbox harden remove time infringement to slideway of turning, by application of the present utility model, reduce interim sandbox sedimentation uneven easily harden and sandbox remove difficulty on swivel bridges construction impact, reduce the impact of natural calamity on interim sandbox, to turn when ensure that the operation duration of swivel bridges and turn the stable of steel structure.
Accompanying drawing explanation
Fig. 1 is schematic diagram of the present utility model,
Fig. 2 is the a-a sectional view of Fig. 1,
In figure: 1-sandbox inner sleeve, 2-quartz sand packed layer, 3-sandbox overcoat, 4-1# lithium saponify oil sealing, 5-sandbox base, 6-sand block sheet, 7-draws sand mouth.
Detailed description of the invention
By reference to the accompanying drawings detailed description of the invention of the present utility model is described further.
For pouring into the construction equipment of sand proportioning and closed water proof in the interim sandbox of swivel bridges, comprise sandbox inner sleeve 1 setting up and down and sandbox overcoat 3, sandbox inner sleeve 1 bottom is set within sandbox overcoat 3, clearance aperture between the inside and outside cover of sandbox makees oil sealing by 1# lithium saponify, between sandbox inner sleeve outer bottom and sandbox overcoat inner bottom part, quartz sand packed layer 2 is set, sandbox overcoat 3 bottom outside arranges and draws sand mouth 7, draws sand mouth 7 and makes oil sealing by 1# lithium saponify and carry out shutoff by sand block plate 9.
Quartz sand packed layer is the compound that 3mm and 5mm quartz sand mixes according to 1:1, and sectional dimension is determined according to rotor system middle slideway size.The utility model bottom is placed in turns on slideway, and top is connected with upper cushion cap of turning.The quartz sand compound of 2cm laid by sandbox between sandbox base 8 and slideway before installing.Generally, the distance of slideway and upper cushion cap is greater than the utility model height 30cm, the compound adjustment that this discrepancy in elevation mixes according to 1:1 by pouring into 3mm and 5mm quartz sand in sandbox overcoat.Swivel bridges top construction period, sandbox is placed in foundation ditch for a long time, and in sandbox, quartz sand easily makes moist and hardens, and therefore between the inside and outside cover of sandbox, arranges 1# lithium saponify oil sealing with sand block mouth and is used for carrying out sandbox waterproof, protection against the tide, prevented water from entering sandbox.After reaching the condition of turning, removing 1# lithium saponify oil sealing, taking out sand block sheet 6 from drawing sand mouth 7, to twitch with 1 cun of steel pipe get sand from drawing sand mouth 7.Complete after getting sand, rub sandbox back and forth, destroy the quartz sand between sandbox base 8 and slideway, thus the sandbox drawing out quartz sand is taken out.
Pour into quartz sand between the inside and outside cover of the utility model sandbox and directly do not import Rotary ball hinge or flat hinge into meet swivel bridges upper load, avoid rotor system to damage by larger load for a long time.When swivel bridges is constructed, the utility model directly can reduce the installation of swivel bridges rotor system and the workload of profit system transition, to avoid in sandbox quartz sand because of ratio and waterproof improper, sclerosis is caused to be hardened, can not completely remove, carry out damaging the main rotor system component such as slideway, spike when destructiveness is removed, cause serious consequence.
Claims (1)
1. one kind for pouring into the construction equipment of sand proportioning and closed water proof in the interim sandbox of swivel bridges, it is characterized in that: comprise sandbox inner sleeve (1) setting up and down and sandbox overcoat (3), sandbox inner sleeve (1) bottom is set within sandbox overcoat (3), in sandbox, clearance aperture between overcoat arranges 1# lithium saponify oil sealing (4), quartz sand packed layer (2) is set between sandbox inner sleeve outer bottom and sandbox overcoat inner bottom part, sandbox overcoat (3) bottom outside arranges and draws sand mouth (7), draw sand mouth (7) make oil sealing by 1# lithium saponify and carry out shutoff by sand block plate (9).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420665380.6U CN204370317U (en) | 2014-11-10 | 2014-11-10 | For pouring into the construction equipment of sand proportioning and closed water proof in the interim sandbox of swivel bridges |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420665380.6U CN204370317U (en) | 2014-11-10 | 2014-11-10 | For pouring into the construction equipment of sand proportioning and closed water proof in the interim sandbox of swivel bridges |
Publications (1)
Publication Number | Publication Date |
---|---|
CN204370317U true CN204370317U (en) | 2015-06-03 |
Family
ID=53326549
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201420665380.6U Expired - Fee Related CN204370317U (en) | 2014-11-10 | 2014-11-10 | For pouring into the construction equipment of sand proportioning and closed water proof in the interim sandbox of swivel bridges |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN204370317U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105484167A (en) * | 2016-01-13 | 2016-04-13 | 合肥工业大学 | Unbalanced weight monitoring device and construction method for overall process of construction of hanging basket at upper part of horizontal rotation T structure |
CN109914254A (en) * | 2019-03-21 | 2019-06-21 | 中铁十六局集团第二工程有限公司 | A kind of Novel anti-blockage, it is easy to assemble, can synchronous unloading temporary support flask device |
CN113668408A (en) * | 2021-08-24 | 2021-11-19 | 中铁工程设计咨询集团有限公司 | Self-falling beam swivel spherical hinge |
-
2014
- 2014-11-10 CN CN201420665380.6U patent/CN204370317U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105484167A (en) * | 2016-01-13 | 2016-04-13 | 合肥工业大学 | Unbalanced weight monitoring device and construction method for overall process of construction of hanging basket at upper part of horizontal rotation T structure |
CN109914254A (en) * | 2019-03-21 | 2019-06-21 | 中铁十六局集团第二工程有限公司 | A kind of Novel anti-blockage, it is easy to assemble, can synchronous unloading temporary support flask device |
CN113668408A (en) * | 2021-08-24 | 2021-11-19 | 中铁工程设计咨询集团有限公司 | Self-falling beam swivel spherical hinge |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN204370317U (en) | For pouring into the construction equipment of sand proportioning and closed water proof in the interim sandbox of swivel bridges | |
CN203977246U (en) | A kind of assembling road | |
CN201826511U (en) | Elevation control system for pouring construction of concrete floors | |
CN104727339B (en) | Power equipment basis two-step construction method | |
CN203890843U (en) | Highway earth rammer used for civil engineering | |
CN206956783U (en) | A kind of assembling type device for detecting manhole | |
CN103422499B (en) | Casing construction method inside and outside a kind of permafrost region pile foundation | |
CN105908752B (en) | Formwork supporting and stripping system for pouring concrete on side wall and working process of formwork supporting and stripping system | |
CN204738239U (en) | Abut convenient to construction of turning | |
CN204825969U (en) | Inspection shaft subsides prevents and treats structure | |
CN104652302A (en) | Advancing construction method of ultralarge pipe roofing box culvert | |
KR102130359B1 (en) | Wind turbine Re-powering Foundation structures | |
CN202416316U (en) | Permanent anchor cable pier head model for quick supporting | |
CN103898839A (en) | Bridge supplementary pile preloading consolidation method | |
CN104612174B (en) | A kind of ultra-soft cob brick loose tool assists the construction method of suspended deck structure | |
CN104652426B (en) | A kind of saline soil area waterglass anticorrosion pile foundation construction method | |
CN204370463U (en) | Ultra-soft cob brick loose tool assists suspended deck structure | |
CN203700899U (en) | Steel tool-type temporary construction road | |
CN204298845U (en) | A kind of centrifuge ground based on existing terrace and spiral protecting wall | |
CN204435892U (en) | The concealed device for measuring height of the floating flooring of clear-water concrete magma | |
CN205530400U (en) | Batter pile test model steel reinforcement cage cushion inclines | |
CN204023497U (en) | A kind of sand-gravel dam slope protection device | |
CN208118104U (en) | A kind of die device for the production of cement culvert pipe | |
CN202073107U (en) | Enclosed construction of dewatering well | |
CN203270765U (en) | Fabricated template of cast-in-situ rainwater inlet well |
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: 20150603 Termination date: 20201110 |