CN205063366U - Portal displacement device - Google Patents
Portal displacement device Download PDFInfo
- Publication number
- CN205063366U CN205063366U CN201520677979.6U CN201520677979U CN205063366U CN 205063366 U CN205063366 U CN 205063366U CN 201520677979 U CN201520677979 U CN 201520677979U CN 205063366 U CN205063366 U CN 205063366U
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- CN
- China
- Prior art keywords
- door frame
- rail
- pair
- slide device
- 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
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Abstract
The utility model provides a portal displacement device, include: lay a pair of track on structure foundation, the track includes: be fixed in through burying the piece the last track roof beam of structure foundation with set firmly in the rail of track back end, slide respectively and locate a pair of walking bracket on a pair of track, walking bracket includes: smooth locating walking end beam on the rail with set firmly in A -frame on the walking end beam, walking end beam bottom seted up the adaptation in the spout of rail railhead, and stride and locate the portal crossbeam on A -frame top among a pair of walking bracket, be equipped with the hoist and mount lug that is used for hoisting the component on the portal crossbeam. The utility model discloses portal displacement device can carry out the spelling through the shaped steel of conventionality, forms to span structure construction hoist device, can carry out heavy components are installed, has reduced the construction cost who adopts heavy hoisting machine tool, has reduced and has spaned the structure construction degree of difficulty, has ensured construction quality and structure safety simultaneously.
Description
Technical field
The utility model is specifically related to a kind of door frame slide device.
Background technology
Get more and more across structure construction case, but present across structure that steel beam column gets more and more, more and more heavier trend, cause the conventional hanging device such as tower crane, mobile crane selected increasing, considerably increase construction cost, cause the wasting of resources, and across structural perimeter ubiquity lifting machine cannot erect-position construction problem.
Utility model content
For overcoming the defect existing for prior art, now provide a kind of door frame slide device, cannot the problem such as erect-position construction across structural perimeter ubiquity lifting machine to solve.
For solving the problem, a kind of door frame slide device, comprising: be layed in the pair of tracks on architecture basics, and described track comprises: be fixed on the rail beam on described architecture basics by embedded part and be fixedly arranged on the rail on described rail beam top; Be slidedly arranged on a pair mobile roof support in described pair of tracks respectively, described mobile roof support comprises: the A-frame being slidedly arranged on the walking end carriage on described rail and being fixedly arranged on described walking end carriage, offers the chute adapting to described rail head of rail bottom described walking end carriage; And being located at the door frame crossbeam of described a pair mobile roof support intermediate cam cantilever tip, described door frame crossbeam is provided with the lifting hanger for lifting components.
The further improvement of the utility model door frame slide device is, described track also comprises and is positioned at described rail both sides and is fixedly arranged on described rail beam top, for suppressing the pressing plate at the bottom of described Rail.
The further improvement of the utility model door frame slide device is, is provided with skewed horizontal load bar between described rail beam both sides and described architecture basics.
The further improvement of the utility model door frame slide device is, described A-frame comprises: bottom is individually fixed in two support girder steels at described walking end carriage two ends, and the top of two described support girder steels is fixed in the bottom of described door frame crossbeam one end; And the tie-beam connected in the middle part of two described support girder steels.
The further improvement of the utility model door frame slide device is, is provided with oblique shore between bottom described support girder steel and described door frame crossbeam.
The further improvement of the utility model door frame slide device is, described door frame crossbeam is Two bors d's oeuveres H profile steel, and described support girder steel is H profile steel, and described tie-beam is pipe.
The beneficial effects of the utility model are, the utility model door frame slide device can carry out spelling by conventional shaped steel, install simple and easy, formed across structure construction hanging apparatus, can heavy component installation be carried out, decrease the construction cost adopting heavy-duty hoisting machinery, reduce across structure construction difficulty, facilitate the shortening of construction period, ensure construction quality and structural safety simultaneously.
Accompanying drawing explanation
Fig. 1 is the top view of the utility model door frame slide device.
Fig. 2 is the elevation of the utility model door frame slide device.
Fig. 3 is the amplification front elevation of the utility model door frame slide device middle orbit.
Fig. 4 is the lateral view of mobile roof support in the utility model door frame slide device.
Detailed description of the invention
For the benefit of to the understanding of structure of the present utility model, be described below in conjunction with drawings and Examples.
Please refer to Fig. 1 and Fig. 2, Fig. 1 is the top view of the utility model door frame slide device, and Fig. 2 is the elevation of the utility model door frame slide device.
As depicted in figs. 1 and 2, the utility model provides a kind of door frame slide device, comprising: be layed in the pair of tracks 1 on architecture basics; Be slidedly arranged on the mobile roof support 2 in pair of tracks 1 respectively; And being located at the door frame crossbeam 3 on a pair mobile roof support 2 top, door frame crossbeam 3 is provided with the lifting hanger 4 for lifting components.Lifting hanger 4 can be welded in bottom door frame crossbeam 3.
Below said modules is described in detail.
Please refer to Fig. 1, Fig. 2 and Fig. 3, Fig. 3 is the amplification front elevation of the utility model door frame slide device middle orbit, and track 1 comprises: be fixed on the rail beam 10 on described architecture basics by embedded part 5; And be fixedly arranged on the rail 11 on rail beam 10 top.As shown in Figure 3, embedded part 5 can be the expansion bolt being embedded in described architecture basics in advance, the bottom flange of rail beam 10 is provided with the perforating worn for expansion bolt, during trapped orbit beam 10, only the perforating of rail beam 10 bottom flange need be corresponded to expansion bolt and be sheathed on described expansion bolt, then, at the sheathed backing plate in described expansion bolt top, last fastening nut.In order to ensure the integral rigidity of rail beam 10, as shown in Figure 3, be welded with deep floor 13 between rail beam 10 top flange and bottom flange, deep floor 13 is resisted against on the web of rail beam 10.More firmly vertically be fixed on described architecture basics to make whole track 1, as shown in Figure 3, skewed horizontal load bar 6 is provided with between rail beam 10 both sides and described architecture basics, one end of skewed horizontal load bar 6 is welded on the web of rail beam 10, and the other end of skewed horizontal load bar 6 is fixed on described architecture basics.Rail 11 is welded in the top of rail beam 10, rail 11 comprises rail head, the web of the rail and the flange of rail, more firmly be fixed on rail beam 10 to make rail 11, as shown in Figure 3, track 1 also comprises and is positioned at rail 11 both sides and is fixedly arranged on rail beam 10 top, for suppressing the pressing plate 12 of rail 11 flange of rail.
Please refer to Fig. 2 and Fig. 4, Fig. 4 is the lateral view of mobile roof support in the utility model door frame slide device.As shown in Figure 2 and Figure 4, mobile roof support 2 comprises: be slidedly arranged on the walking end carriage 20 on rail 11, offers the chute adapting to rail 11 rail head bottom walking end carriage 20; And the A-frame be fixedly arranged on walking end carriage 20, one end of door frame crossbeam 3 is fixedly arranged on described A-frame.Described A-frame comprises: the top of two support girder steels, 21, two support girder steels 21 that bottom is individually fixed in walking end carriage 20 two ends is fixed in the bottom of door frame crossbeam 3 one end; And the tie-beam 22 connected in the middle part of two support girder steels 21.Preferably, oblique shore 7 is provided with between bottom support girder steel 21 and door frame crossbeam 3.Door frame crossbeam 3 can be Two bors d's oeuveres H profile steel, and support girder steel 21 and rail beam 10 can be H profile steel, and tie-beam 22 is round steel.
After there is said structure feature, composition graphs 1 to Fig. 4, the utility model can by following implementation Process: first, will be connected on the lifting hanger 4 bottom door frame crossbeam 3 across structure by crane gear; Then, haulage gear is connected to mobile roof support 2, described haulage gear can be jack, hoist engine or propelling cylinder etc.; Then, start described haulage gear, make mobile roof support 2 drive door frame crossbeam 3 slippage on path 1; Finally, when described across structure by slippage to assigned address, stop traction, remove stage makeup and costume described across structure.
The beneficial effects of the utility model are:
The utility model door frame slide device can carry out spelling by conventional shaped steel, install simple and easy, formed across structure construction hanging apparatus, heavy component installation can be carried out, decrease the construction cost adopting heavy-duty hoisting machinery, reduce across structure construction difficulty, facilitate the shortening of construction period, ensured construction quality and structural safety simultaneously.
Below embodiment has been described in detail the utility model by reference to the accompanying drawings, and those skilled in the art can make many variations example to the utility model according to the above description.Thus, some details in embodiment should not formed restriction of the present utility model, the utility model by the scope that defines using appended claims as protection domain.
Claims (6)
1. a door frame slide device, is characterized in that, comprising:
Be layed in the pair of tracks on architecture basics, described track comprises: be fixed on the rail beam on described architecture basics by embedded part and be fixedly arranged on the rail on described rail beam top;
Be slidedly arranged on a pair mobile roof support in described pair of tracks respectively, described mobile roof support comprises: the A-frame being slidedly arranged on the walking end carriage on described rail and being fixedly arranged on described walking end carriage, offers the chute adapting to described rail head of rail bottom described walking end carriage; And
Be located at the door frame crossbeam of described a pair mobile roof support intermediate cam cantilever tip, described door frame crossbeam is provided with the lifting hanger for lifting components.
2. door frame slide device according to claim 1, is characterized in that, described track also comprises and is positioned at described rail both sides and is fixedly arranged on described rail beam top, for suppressing the pressing plate at the bottom of described Rail.
3. door frame slide device according to claim 1, is characterized in that, is provided with skewed horizontal load bar between described rail beam both sides and described architecture basics.
4. door frame slide device according to claim 1, is characterized in that, described A-frame comprises:
Bottom is individually fixed in two support girder steels at described walking end carriage two ends, and the top of two described support girder steels is fixed in the bottom of described door frame crossbeam one end; And
Be connected to the tie-beam in the middle part of two described support girder steels.
5. door frame slide device according to claim 4, is characterized in that, is provided with oblique shore between bottom described support girder steel and described door frame crossbeam.
6. door frame slide device according to claim 5, is characterized in that, described door frame crossbeam is Two bors d's oeuveres H profile steel, and described rail beam and described support girder steel are H profile steel, and described tie-beam is pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520677979.6U CN205063366U (en) | 2015-09-02 | 2015-09-02 | Portal displacement device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520677979.6U CN205063366U (en) | 2015-09-02 | 2015-09-02 | Portal displacement device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205063366U true CN205063366U (en) | 2016-03-02 |
Family
ID=55389941
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520677979.6U Expired - Fee Related CN205063366U (en) | 2015-09-02 | 2015-09-02 | Portal displacement device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205063366U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112227206A (en) * | 2020-09-07 | 2021-01-15 | 中交二航局第二工程有限公司 | Process design and construction method for ground anchor to self-anchored beam |
| CN114635572A (en) * | 2022-03-24 | 2022-06-17 | 中国五冶集团有限公司 | Steel beam sliding construction method for steel reinforced concrete composite structure |
-
2015
- 2015-09-02 CN CN201520677979.6U patent/CN205063366U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112227206A (en) * | 2020-09-07 | 2021-01-15 | 中交二航局第二工程有限公司 | Process design and construction method for ground anchor to self-anchored beam |
| CN114635572A (en) * | 2022-03-24 | 2022-06-17 | 中国五冶集团有限公司 | Steel beam sliding construction method for steel reinforced concrete composite structure |
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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 |
Granted publication date: 20160302 Termination date: 20210902 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |