CN205294052U - Machines are transported to case beam side - Google Patents
Machines are transported to case beam side Download PDFInfo
- Publication number
- CN205294052U CN205294052U CN201620060795.XU CN201620060795U CN205294052U CN 205294052 U CN205294052 U CN 205294052U CN 201620060795 U CN201620060795 U CN 201620060795U CN 205294052 U CN205294052 U CN 205294052U
- Authority
- CN
- China
- Prior art keywords
- dolly
- case beam
- beam side
- steelframe
- track
- 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 discloses a machines are transported to case beam side, characterized by: on the supporting platform of case beam side below, along the direction parallel arrangement twice track of the transportation of case beam side, the both sides walking steel wheel of steelframe dolly supports respectively on the track that corresponds the position and can march along the track roll, has set the roller bearing on the crossbeam of steelframe dolly in a row, and the axis of roller bearing is parallel with the track to the roller bearing can roll by the dead axle, the case beam side that falls down can utilize the lower node board of case beam side to support on the roller bearing to it is whole to rotating upward fortune along with the steelframe dolly at the track after one section distance of outside removal on the steelframe dolly with the case beam side to utilize the roller bearing. The utility model discloses a with the case beam side is direct drop on the steelframe dolly down on, utilize the steelframe dolly to transport on the spot, can realize that the safety of case beam side is transported fast, the assurance construction progress.
Description
Technical field
The utility model relates to case beam side mould transport dolly, more specifically a kind of transportation means having bad luck fast for hoisting and hanging facility unserviceable narrow space nowel beam side mould.
Background technology
In existing technology, normally first utilizing for the dismounting of case side template and hang machine and dismantle, recycling automobile is transported to next work point, again utilizes subsequently and hangs machine and install.
But, for the complicated environment of narrow space, weight handling equipment cannot support, and there is very big security risk when lifting and transport, and transport speed is relatively slow simultaneously, cost of wheeling is bigger. such as Guangzhou Underground No. 21 line construction 19 marks, resemble and between clock elevated region, adopt multi-joint continuous rigid frame, this engineering viaduct is positioned at Guangzhou on the Guang Shan highway of Zengcheng, construction space is very narrow, beam body one side structure limit and enclosing wall spacing are about 1.35m, an other side structure back gauge enclosing wall is about 7.35m, it is two-way four tracks outside enclosing, narrow space in enclosing, all templates are Sheet Steel Form, the machineries such as mobile crane machine cannot be used to lift, reinforcing bar lifts, the operation such as formwork hoisting and dismounting has been difficult to, bridge total length 2500m, amount to 26 continuous rigid frames, the longest 172m, deck-siding 24.9m, pier height is at about 15m, it is also the key factor affecting construction speed and cost that template is fallen by mode and speed.
Practical novel content
The utility model is for avoiding the weak point existing for above-mentioned prior art, it is provided that a kind of case beam side mould transport dolly, to dolly can be utilized to move case beam side mould to next connection station safely and fast, ensures construction speed.
The utility model is that technical solution problem adopts following technical scheme:
The constructional feature of the utility model case beam side mould transhipment facility is: in the support platform below the mould of case beam side, parallel along the direction of the transhipment of case beam side mould arrange twice track, the both sides walking steel wheel of steelframe dolly is supported on the track of correspondence position respectively and can roll along track and advance, the crossbeam of described steelframe dolly has set roller bearing in a row, the axis of described roller bearing is and described parallel track, and roller bearing can determine axle rolling;The case beam side mould fallen can utilize the lower node plate of case beam side mould to be bearing on described roller bearing, and transports in orbit with steelframe dolly after utilizing roller bearing that laterally mould entirety in described case beam side is moved a segment distance on described steelframe dolly.
The constructional feature of the utility model case beam side mould transhipment facility is also: the structure formation of described steelframe dolly is: described crossbeam is for spelling channel-section steel, the two ends of crossbeam are fixedly connected with longitudinal dolly girder of corresponding side respectively, described longitudinal dolly girder welds the cased beam formed, described steel wheel is in described cased beam, and support by wheel shaft, described crossbeam is spaced many roads, is connected with longeron between each road crossbeam.
The constructional feature of the utility model case beam side mould transhipment facility is also: be fixedly installed motor in the inner side of longitudinal dolly girder of described steelframe dolly, and described steelframe dolly provides motivating force to advance in orbit by motor.
Being compared with the prior art, the useful effect of the utility model is embodied in:
The utility model be by case beam side mould directly under drop on steelframe dolly, utilize steelframe dolly to transport on the spot, it is possible to realize the transhipment safely and fast of case beam side mould, ensure construction speed.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation;
Fig. 2 is steelframe dolly schematic cross-sectional view in the utility model;
Fig. 3 is steelframe dolly side-looking structural representation in the utility model;
Fig. 4 is steelframe dolly two dimensional structure schematic diagram in the utility model;
Number in the figure: 1 top board, 2 side plates, 3 base plates, 4 support platforms, 5 times node plates, 6 walking steel wheels, 7 tracks, 8 longerons, 9 crossbeams, 10 roller bearings, 10a roller bearing side plate, 11 casees beams, 12 motors, 13 casees beam side moulds, 14 screw mandrels.
Embodiment
See Fig. 1, in the present embodiment, the structure formation of case beam side mould transhipment facility for case beam 11 is: in the support platform 4 of the lower section of case beam side mould 13, parallel along the direction of the transhipment of case beam side mould 13 arrange twice track 7, the both sides walking steel wheel 6 of steelframe dolly is supported on the track 7 of correspondence position respectively and can roll along track and advance, the crossbeam 9 of steelframe dolly has set roller bearing 10 in a row, the axis of roller bearing 10 is parallel with track 7, and roller bearing 10 can determine axle rolling; The case beam side mould 13 fallen can utilize the lower node plate 5 of case beam side mould to be bearing on roller bearing 10, and transports on track 7 with steelframe dolly after utilizing roller bearing 10 that laterally case beam side mould 13 entirety is moved a segment distance on steelframe dolly.
As shown in Figure 2, Figure 3 and Figure 4, in the present embodiment, the structure formation of steelframe dolly is: crossbeam 9 is for spelling channel-section steel, the two ends of crossbeam 9 are fixedly connected with longitudinal dolly girder of corresponding side respectively, the length arranging longitudinal dolly girder by the length of the case beam side mould of 3m is 3m, longitudinal dolly girder welds the cased beam formed, wherein, top board 1 is the steel plate that 16mm is thick, and base plate 3 and side plate 2 are the thick steel plate of 12mm; Steel wheel 6 is in cased beam, and is supported on side plate 2 by wheel shaft, and crossbeam 9 is spaced many roads, is connected with longeron 8 between each road crossbeam 9. Being fixedly installed motor 12 in the inner side of longitudinal dolly girder of steelframe dolly, steelframe dolly provides motivating force to advance on track 7 by motor 12.
In the present embodiment, roller bearing 10 is arranged by crossbeam 9, divide the two ends being in every road crossbeam 9, there is one group of roller bearing at the two ends of every road crossbeam 9, respectively having four roller bearings 10 to arrange side by side in one group of roller bearing, three road crossbeams have six groups of roller bearings, and roller bearing 10 positions by the roller bearing side plate 10a being positioned at roller bearing both sides, this form had both met the requirement of the supporting power for case beam side mould, also ensure that the smooth and easy rotation of roller bearing 10.
In construction, after concrete reaches form removal condition, by the screw mandrel 14 on adjusting template support system, being fallen by case beam side mould 13, falling is highly 5cm, makes the lower node plate 5 in the mould of case beam side be supported on the roller bearing 10 of steelframe dolly; Adopt jack that by the roller bearing 10 on steelframe dolly, case beam side mould is pulled 10cm laterally, to avoid the interference between component; Controlling motor 12 subsequently drives steelframe dolly to advance on track 7, and case beam side mould general safety can slide onto next connection station fast, and process is simply, safely, fast.
The continuous construction of the utility model multi-joint continuous rigid frame under can being widely used in narrow space.
The utility model by trying out in multi-joint Construction of continuous beam under Guangzhou Underground No. 21 line construction 19 mark long and narrow spaces, fundamentally solve the puzzlement that hoisting and hanging under narrow space brings, substantially increase the safety of construction, quality and work efficiency, decrease loaded down with trivial details exchange de-, dress, improve the turnaround speed of template, reduce engineering cost.
Application of the present utility model make beam body concrete intensity can ensure its surface and corner angle not because of form removal impaired time and dismountable case beam side mould, and drop into recycle, effectively improve the utilization ratio of template, speed up the work.
Claims (3)
1. case beam side mould transhipment facility, it is characterized in that: the support platform (4) below the mould of case beam side is upper, parallel along the direction of the transhipment of case beam side mould arrange twice track (7), the track (7) that both sides walking steel wheel (6) of steelframe dolly are supported on correspondence position respectively above and can roll along track and advance, the crossbeam (9) of described steelframe dolly has set roller bearing (10) in a row, the axis of described roller bearing (10) is parallel with described track (7), and roller bearing (10) can determine axle rolling; Case beam side mould (13) fallen can utilize the lower node plate (5) of case beam side mould to be bearing on described roller bearing (10), and above transports at track (7) with steelframe dolly after utilizing roller bearing (10) that on described steelframe dolly, described case beam side mould (13) entirety is moved a segment distance laterally.
2. case beam side according to claim 1 mould transhipment facility, it is characterized in that: the structure formation of described steelframe dolly is: described crossbeam (9) is for spelling channel-section steel, the two ends of crossbeam (9) are fixedly connected with longitudinal dolly girder of corresponding side respectively, described longitudinal dolly girder is by base plate (3), the cased beam that top board (1) and biside plate (2) welding are formed, described steel wheel (6) is in described cased beam, and support by wheel shaft, described crossbeam (9) is spaced many roads, it is connected with longeron (8) between each road crossbeam (9).
3. case beam side according to claim 2 mould transhipment facility, it is characterized in that: be fixedly installed motor (12) in the inner side of longitudinal dolly girder of described steelframe dolly, described steelframe dolly provides motivating force in the upper traveling of track (7) by motor (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620060795.XU CN205294052U (en) | 2016-01-21 | 2016-01-21 | Machines are transported to case beam side |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620060795.XU CN205294052U (en) | 2016-01-21 | 2016-01-21 | Machines are transported to case beam side |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205294052U true CN205294052U (en) | 2016-06-08 |
Family
ID=56426329
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620060795.XU Expired - Fee Related CN205294052U (en) | 2016-01-21 | 2016-01-21 | Machines are transported to case beam side |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205294052U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105540179A (en) * | 2016-01-21 | 2016-05-04 | 中铁上海工程局集团有限公司 | Transfer machine for box girder side form |
-
2016
- 2016-01-21 CN CN201620060795.XU patent/CN205294052U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105540179A (en) * | 2016-01-21 | 2016-05-04 | 中铁上海工程局集团有限公司 | Transfer machine for box girder side form |
| CN105540179B (en) * | 2016-01-21 | 2018-04-10 | 中铁上海工程局集团有限公司 | A kind of box beam side form transports equipment |
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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: 20160608 Termination date: 20190121 |