CN104631232A - Integrated pouring device for installation of rail column type inspection pit fastening system - Google Patents
Integrated pouring device for installation of rail column type inspection pit fastening system Download PDFInfo
- Publication number
- CN104631232A CN104631232A CN201510005837.XA CN201510005837A CN104631232A CN 104631232 A CN104631232 A CN 104631232A CN 201510005837 A CN201510005837 A CN 201510005837A CN 104631232 A CN104631232 A CN 104631232A
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- China
- Prior art keywords
- aluminum alloy
- rail
- alloy pattern
- pattern plate
- sizing
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Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H5/00—Buildings or groups of buildings for industrial or agricultural purposes
- E04H5/02—Buildings or groups of buildings for industrial purposes, e.g. for power-plants or factories
- E04H5/06—Pits or building structures for inspection or services
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses an integrated pouring device for installation of a rail column type inspection pit fastening system. The periphery of a stand column reserved steel bar is wrapped by shaping aluminum formworks, wherein the two shaping aluminum formworks parallel to a steel rail above the reserved steel bar are higher than the other two shaping aluminum formworks at the positions perpendicular to the steel rail, and the shaping aluminum formworks are used for fixing a matched pouring funnel. The invention further discloses a laying method of the integrated pouring device. The integrated pouring device replaces traditional woodworking operation wasting time and materials, solves the problems that the formwork supporting effect is slow and parts are prone to contamination in the pouring process, and is short in construction period, low in use cost, convenient to construct, high in efficiency, good in stability and wide in application range.
Description
Technical field
The invention belongs to technical field of building construction, be specifically related to a kind of integration of installing for column check pit fastener system in the section of track specialty field and built device.
Background technology
The construction interface of current conventional civil engineering and track specialty is generally and checks and cheat 50cm under rail level, by the following reinforced concrete works of civil engineering unit construction interface and reserved steel bar, track erection more than interface, fastener system is installed, pouring concrete, orbit adjusting is completed by track specialty.And existing column check pit fastener system mounting technique processing step is generally as follows in railway or subway field section:
1, the first erection of rail and the assembling of the section of track;
2, according to the requirement of drawing of laying a railway track, rubber pad under iron chair, rail and fastener are assembled on rail by designing requirement, under iron chair, the plank of rubber mat plate condition of equivalent thickness replaces (main because rubber pad is flexible material, two is easily sagging, build rear easy-formation epirelief profile, very inconvenient during orbit adjusting, the general plank that waits replaces, ensure that rubber pad is placed in smooth concrete surface), alternative backing plate and service sleeve are firmly fixed on iron chair, prevent Concrete contamination with polybag parcel fastener system;
3, the adjustment of line status, is fine-tuning to design elevation;
4, column formwork (on-the-spot in the majority with wooden form), concreting, completes and vibrates, and after concrete setting, anchor bolt on iron chair is unclamped in form removal, and frame height rail, removes plank and change rubber pad;
5, tighten up bolt, local directed complete set completes accurate adjustment.
In actual field section during the installation of column check pit fastener system, be exactly under this rail level the quality of 50cm concreting be maximum when accounting in fastener system installation procedure, mainly there is following problem in and problem operation the most frequently:
1, need to protect fastener system, to fastener strip polybag, time-consumingly not say, and when concrete discharging is built or vibrate, easily destroy polybag, pollute fastener, stuck bolt;
2, rubber pad (plank) lower zone, because vibrating spear turning radius is larger, this region is easily leaked and is shaken, one causes floating oar many, low strength, two cause surface irregularity, are removing after plank changes rubber pad, produce gap between concrete finished surface rubber pad bottom surface layer, affect stressed transmission;
3, wooden model processing needs special cutting equipment, professional carpenter, also wants the auxiliary materials such as the lumps of wood, take people's time-consuming expense material during formwork;
4, column size is less, and be therefore generally cut to reduced size for assembled wooden model, recovery value is low, the many burning disposal of general unit in charge of construction, not environmentally.
Summary of the invention
Goal of the invention: the object of the invention is to for the deficiencies in the prior art, provides a kind of integration of installing for track column check pit fastener system to build device.
Another object of the present invention is to openly above-mentioned laying method of building device.
Technical scheme: in order to complete foregoing invention object, the present invention has specifically come like this: device is built in a kind of integration of installing for track column check pit fastener system, comprise the column with reserved steel bar and rail, reserved steel bar is positioned at below rail, fill out between reserved steel bar and rail and be provided with iron chair, rubber pad or plank, described column reserved steel bar surrounding is coated by aluminum alloy pattern plate of shaping, two pieces that wherein parallel with rail of square steel on reserved steel bar aluminum alloy pattern plate height of shaping are higher than the another two pieces of aluminum alloy pattern plates of shaping with rail upright position, supporting funnel is built in order to fixing.
Wherein, adjacent two pieces of sizing aluminum alloy pattern plates are fixed by connecting pin, described connecting pin is that cross comprises rotary head and the one group projection perpendicular with rotary head, distance between rotary head and projection is the thickness of two panels sizing aluminum alloy pattern plate, after the reserved rectangle bayonet socket of connecting pin through adjacent two pieces of sizing aluminum alloy pattern plates, turn clockwise and can engage two pieces of sizing aluminum alloy pattern plates.
Wherein, turn Fastener is provided with bottom described sizing aluminum alloy pattern plate.
Wherein, one piece of sizing aluminum alloy pattern plate that described height is low has and builds reserved opening of vibrating.
Wherein, the described two piece sizing aluminum alloy pattern plate tip shelfs parallel with rail are provided with depositing funnel, be the parabola shaped bottom surface of under shed, have two under sheds bottom this depositing funnel, and the both sides that bottom level is put down in rubber pad bottom, two under sheds are positioned at rail.
Lay the method that device is built in the integration of installing for track column check pit fastener system, comprise the following steps:
(1) the first erection of rail and the assembling of row's rail, rubber pad under iron chair, rail or plank, fastener, anchor bolt, service sleeve is assembled on rail;
(2) adjustment of line status, is fine-tuning to design elevation;
(3) sizing aluminum alloy pattern plate is enveloped the column of reserved steel bar from four sides, the sizing aluminum alloy pattern plate height of rail both sides is greater than rail height, and after fixing sizing aluminum alloy pattern plate adjacent between two with connecting pin, make Combined-type aluminium template clamp concrete column by the securing member of template bottom and depositing funnel hung on the raised sizing aluminum alloy pattern plate in both sides pour into concrete;
(4) position to rubber pad or plank bottom surface is built, vibrate with minor diameter vibrating spear, after completing the cast of column major part, that opens highly low sizing aluminum alloy pattern plate builds reserved opening of vibrating, by vibrating spear deeply narrow and small position to rubber pad, vibrated rear extraction vibrating spear, closes and build reserved opening.
Beneficial effect: compared with conventional art, the invention has the advantages that:
1, the woodworking operation that device replaces time-consuming expense material is built in the integration by installing for track column check pit fastener system, overcome that formwork work efficiency is comparatively slow, part such as easily to pollute at the problem when building, for in railway or subway field section, the track inspection hole column of the same size of constructing on a large scale is built has obvious advantage;
2, on-the-spot without the need to special cutting equipment, the wood chip produced when also can not produce template cutting, uses when building and supportingly builds funnel, avoid because the narrow and small concrete of casting space is dropped outside template, after construction form removal, on-the-spot without any rubbish, construction environment safety, clean and tidy;
3, sizing aluminum alloy pattern plate convenient and efficient is used, assembling is simple, convenient, the short template of whole one piece of fixative composition formula aluminum alloy pattern plate (for the thick 2mm of template), long template average weight about 1.8 kilograms, 2.4 kilograms, completely can by manually assembled, substantially without any need for the assistance of plant equipment.Contrast with wooden model, use sizing aluminum alloy pattern plate substantially not need carpenter, concrete worker only needs to carry out simple training and can operate, and reduces cooperation that is artificial and inter process, saves human cost and shorten man-hour;
4, the whole accessory of aluminum alloy building template system is all reusable, even if it is also higher to scrap recovery value.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention;
Fig. 2 is sizing aluminum alloy pattern plate assembling schematic diagram;
Fig. 3 is connecting pin enlarged diagram;
Fig. 4 is depositing funnel schematic diagram.
Detailed description of the invention
Embodiment 1:
As shown in figures 1-4, device is built in a kind of integration of installing for track column check pit fastener system, described column reserved steel bar 1 surrounding is coated by aluminum alloy pattern plate 2 of shaping, two pieces that parallel with rail of square steel 3 on reserved steel bar 1 aluminum alloy pattern plate 2 height of shaping are higher than the another two pieces of aluminum alloy pattern plates 2 of shaping with rail 3 upright position, supporting funnel 4 is built in order to fixing, be the parabola shaped bottom surface of under shed bottom this depositing funnel 4, there are two under sheds, and the both sides that bottom level flushes in rubber pad 5 bottom, two under sheds are positioned at rail 3; Described adjacent two pieces of sizing aluminum alloy pattern plates 2 are fixed by connecting pin 6, described connecting pin 6 comprises rotary head 61 and the one group projection 62 perpendicular with rotary head for cross, after the reserved rectangle bayonet socket 7 of connecting pin 6 through adjacent two pieces of sizing aluminum alloy pattern plates 2, turn clockwise and can engage two pieces of sizing aluminum alloy pattern plates 2; Turn Fastener 8 is provided with bottom described sizing aluminum alloy pattern plate 2; The sizing aluminum alloy pattern plate 2 that described height is low has and builds reserved opening 9 of vibrating.
Embodiment 2:
The method of device is built in a kind of laying for the integration that track column check pit fastener system is installed, comprise the following steps: the first erection of rail and the assembling of row's rail, rubber pad under iron chair, rail or plank and fastener, anchor bolt, service sleeve is assembled on rail, next carries out the adjustment of line status, is fine-tuning to design elevation, then sizing aluminum alloy pattern plate is enveloped the column of reserved steel bar from four sides, the sizing aluminum alloy pattern plate height of rail both sides is greater than rail height, and after fixing sizing aluminum alloy pattern plate adjacent between two with connecting pin, make Combined-type aluminium template clamp concrete column by the securing member of template bottom depositing funnel hung on the raised sizing aluminum alloy pattern plate in both sides to pour into concrete, build to rubber pad bottom surface position, vibrate with the minor diameter side that vibrates, after completing the cast of column major part, that opens highly low sizing aluminum alloy pattern plate builds reserved opening of vibrating, by vibrating spear deeply narrow and small position to rubber pad, vibrated rear extraction vibrating spear, close and build reserved opening, when intensity reaches design strength, loosening fasteners, be rotated counterclockwise connecting pin, complete form removal and reclaim sizing aluminum alloy pattern plate.
Claims (6)
1. device is built in an integration of installing for track column check pit fastener system, comprise the column with reserved steel bar and rail, reserved steel bar is positioned at below rail, fill out between reserved steel bar and rail and be provided with iron chair, rubber pad or plank, it is characterized in that, two pieces of aluminum alloy pattern plate height of shaping that described column reserved steel bar surrounding is coated by aluminum alloy pattern plate of shaping, wherein parallel with rail of square steel on reserved steel bar, higher than the another two pieces of aluminum alloy pattern plates of shaping with rail upright position, supporting build funnel in order to fixing.
2. device is built in integration of installing for track column check pit fastener system according to claim 1, it is characterized in that, adjacent two pieces of sizing aluminum alloy pattern plates are fixed by connecting pin, described connecting pin is that cross comprises rotary head and the one group projection perpendicular with rotary head, distance between rotary head and projection is the thickness of two panels sizing aluminum alloy pattern plate, after the reserved rectangle bayonet socket of connecting pin through adjacent two pieces of sizing aluminum alloy pattern plates, turn clockwise and can engage two pieces of sizing aluminum alloy pattern plates.
3. device is built in integration of installing for track column check pit fastener system according to claim 1 and 2, it is characterized in that, is provided with turn Fastener bottom described sizing aluminum alloy pattern plate.
4. device is built in integration of installing for track column check pit fastener system according to claim 1 and 2, it is characterized in that, one piece of sizing aluminum alloy pattern plate that described height is low has and builds reserved opening of vibrating.
5. device is built in integration of installing for track column check pit fastener system according to claim 1, it is characterized in that, the described two piece sizing aluminum alloy pattern plate tip shelfs parallel with rail are provided with depositing funnel, be the parabola shaped bottom surface of under shed bottom this depositing funnel, there are two under sheds, and the both sides that bottom level is put down in rubber pad bottom, two under sheds are positioned at rail.
6. lay the method that device is built in the integration of installing for track column check pit fastener system, it is characterized in that, comprise the following steps:
(1) the first erection of rail and the assembling of row's rail, rubber pad under iron chair, rail or plank, fastener, anchor bolt, service sleeve is assembled on rail;
(2) adjustment of line status, is fine-tuning to design elevation;
(3) sizing aluminum alloy pattern plate is enveloped the column of reserved steel bar from four sides, the sizing aluminum alloy pattern plate height of rail both sides is greater than rail height, and after fixing sizing aluminum alloy pattern plate adjacent between two with connecting pin, make Combined-type aluminium template clamp concrete column by the securing member of template bottom and depositing funnel hung on the raised sizing aluminum alloy pattern plate in both sides pour into concrete;
(4) position to rubber pad or plank bottom surface is built, vibrate with minor diameter vibrating spear, after completing the cast of column major part, that opens highly low sizing aluminum alloy pattern plate builds reserved opening of vibrating, by vibrating spear deeply narrow and small position to rubber pad, vibrated rear extraction vibrating spear, closes and build reserved opening.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510005837.XA CN104631232A (en) | 2015-01-06 | 2015-01-06 | Integrated pouring device for installation of rail column type inspection pit fastening system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510005837.XA CN104631232A (en) | 2015-01-06 | 2015-01-06 | Integrated pouring device for installation of rail column type inspection pit fastening system |
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| CN104631232A true CN104631232A (en) | 2015-05-20 |
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| CN201510005837.XA Pending CN104631232A (en) | 2015-01-06 | 2015-01-06 | Integrated pouring device for installation of rail column type inspection pit fastening system |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735063A (en) * | 2016-03-29 | 2016-07-06 | 中铁城建集团第一工程有限公司 | Construction method for laying inspection pit rail through gluing method and rail hanging method based on rail erecting tool |
| CN107268348A (en) * | 2017-07-25 | 2017-10-20 | 中铁六局集团天津铁路建设有限公司 | Subway column check pit construction method |
| CN107313314A (en) * | 2017-07-19 | 2017-11-03 | 中铁上海工程局集团有限公司 | A kind of metro depot reserves column inspection hole track construction method |
| CN107558313A (en) * | 2017-09-26 | 2018-01-09 | 上海建工五建集团有限公司 | Post and track monoblock type constructing structure and method are cheated in subway inspection |
| CN108331385A (en) * | 2018-04-24 | 2018-07-27 | 建华建材（中国）有限公司 | Prefabricated rod structure and its construction method are cheated in a kind of inspection |
| CN109112903A (en) * | 2018-09-27 | 2019-01-01 | 中建安装工程有限公司 | Solid concrete roabed trackless construction technology is cheated in a kind of phase library inner column formula inspection |
| CN110607926A (en) * | 2019-09-06 | 2019-12-24 | 中铁上海工程局集团有限公司 | Subway column type inspection pit upright column concrete pouring guide funnel and construction method thereof |
| CN111706128A (en) * | 2020-06-17 | 2020-09-25 | 上海建科工程咨询有限公司 | Prefabricated inspection pit stand column and construction method thereof |
| CN112761034A (en) * | 2020-12-24 | 2021-05-07 | 成都市新筑路桥机械股份有限公司 | Fluid material pouring trolley |
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Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735063A (en) * | 2016-03-29 | 2016-07-06 | 中铁城建集团第一工程有限公司 | Construction method for laying inspection pit rail through gluing method and rail hanging method based on rail erecting tool |
| CN107313314A (en) * | 2017-07-19 | 2017-11-03 | 中铁上海工程局集团有限公司 | A kind of metro depot reserves column inspection hole track construction method |
| CN107268348A (en) * | 2017-07-25 | 2017-10-20 | 中铁六局集团天津铁路建设有限公司 | Subway column check pit construction method |
| CN107268348B (en) * | 2017-07-25 | 2019-04-05 | 中铁六局集团天津铁路建设有限公司 | Subway column check pit construction method |
| CN107558313A (en) * | 2017-09-26 | 2018-01-09 | 上海建工五建集团有限公司 | Post and track monoblock type constructing structure and method are cheated in subway inspection |
| CN108331385A (en) * | 2018-04-24 | 2018-07-27 | 建华建材（中国）有限公司 | Prefabricated rod structure and its construction method are cheated in a kind of inspection |
| CN108331385B (en) * | 2018-04-24 | 2024-05-03 | 建华建材（中国）有限公司 | Inspection pit precast column structure and construction method thereof |
| CN109112903A (en) * | 2018-09-27 | 2019-01-01 | 中建安装工程有限公司 | Solid concrete roabed trackless construction technology is cheated in a kind of phase library inner column formula inspection |
| CN110607926A (en) * | 2019-09-06 | 2019-12-24 | 中铁上海工程局集团有限公司 | Subway column type inspection pit upright column concrete pouring guide funnel and construction method thereof |
| CN111706128A (en) * | 2020-06-17 | 2020-09-25 | 上海建科工程咨询有限公司 | Prefabricated inspection pit stand column and construction method thereof |
| CN112761034A (en) * | 2020-12-24 | 2021-05-07 | 成都市新筑路桥机械股份有限公司 | Fluid material pouring trolley |
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