CN215330488U - Lateral limiting truss for sliding construction - Google Patents
Lateral limiting truss for sliding construction Download PDFInfo
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- CN215330488U CN215330488U CN202120328514.5U CN202120328514U CN215330488U CN 215330488 U CN215330488 U CN 215330488U CN 202120328514 U CN202120328514 U CN 202120328514U CN 215330488 U CN215330488 U CN 215330488U
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- truss
- sliding
- lateral limiting
- side direction
- slippage
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Abstract
The utility model relates to a lateral limiting truss for slippage construction, which belongs to the technical field of slippage construction of building structures and comprises a lateral limiting truss, wherein a plurality of support columns are arranged on the side edge of the lateral limiting truss, slippage beams which are inserted and embedded in a penetrating manner with the support columns are arranged on the support columns, a plurality of connecting and embedding frames which are fixedly connected with the slippage beams in an inserting manner are arranged between the slippage beams and the lateral limiting truss, and slippage frames which are integrally welded and fixed with the lateral limiting truss are arranged on the slippage beams. Has the characteristics of good structural stability and long service life. The problem of the spacing truss of side direction and the coal canopy keep off the coal wall and be connected is solved. The horizontal limit in the sliding construction process of the arch truss is ensured, and the safety and the stability of construction are ensured.
Description
Technical Field
The utility model relates to the technical field of sliding construction of building structures, in particular to a lateral limiting truss for sliding construction.
Background
Along with the improvement of the national environmental protection requirement, the sealing engineering of the coal shed is more and more. The coal shed seals the big more adoption arch shaped steel structure awning of engineering structure span, and it is under the original coal yard operation condition to be under construction many, and steel structure awning construction of sliding often regards as first-selected scheme. There is great horizontal thrust in the arched steel awning construction process that slides, and steel awning support interval is great, and the construction side direction of sliding is spacing difficult.
Disclosure of Invention
The utility model mainly solves the defects of poor structural stability and short service life in the prior art, and provides the lateral limiting truss for the sliding construction, which has the characteristics of good structural stability and long service life. The problem of the spacing truss of side direction and the coal canopy keep off the coal wall and be connected is solved. The horizontal limit in the sliding construction process of the arch truss is ensured, and the safety and the stability of construction are ensured.
The technical problem of the utility model is mainly solved by the following technical scheme:
the utility model provides a spacing truss of construction side direction slides, includes the spacing truss of side direction, the spacing truss side of side direction be equipped with a plurality of support posts, the support post on be equipped with the support post run through the formula mutually and insert the roof beam that slides that inlays, the roof beam that slides and the spacing truss of side direction between be equipped with a plurality ofly and slide the roof beam and insert the formula mutually and be connected fixed connection and bury the frame, the roof beam that slides on be equipped with and be integration welded fastening's frame that slides with the spacing truss of side direction.
Preferably, a limiting guide rod integrally welded with the lower end of the sliding frame is arranged between the sliding beam and the sliding frame.
Preferably, a sliding track which is in limited sleeve connection with the limiting guide rod is arranged between the limiting guide rod and the sliding beam.
Preferably, the sliding rail is a channel steel.
Preferably, the lateral limiting truss comprises a chord member, a lateral sliding connecting beam is arranged between the chord member and the sliding vehicle frame, and a plurality of web members are arranged between the lateral sliding connecting beam and the chord member.
Preferably, a diagonal brace is arranged between two adjacent web members.
The utility model can achieve the following effects:
compared with the prior art, the utility model provides the lateral limiting truss for the sliding construction, which has the characteristics of good structural stability and long service life. The problem of the spacing truss of side direction and the coal canopy keep off the coal wall and be connected is solved. The horizontal limit in the sliding construction process of the arch truss is ensured, and the safety and the stability of construction are ensured.
Drawings
Fig. 1 is a schematic top view of the present invention.
Fig. 2 is a side view of the present invention.
Fig. 3 is a schematic view of the connection structure of the present invention.
Fig. 4 is a structural sectional view of the present invention.
Fig. 5 is a schematic structural view of a lateral restraining truss of the present invention.
In the figure: the support column 1, the sliding beam 2, the connection embedding frame 3, the lateral limiting truss 4, the sliding frame 5, the limiting guide rod 6, the sliding track 7, the lateral sliding connecting beam 8, the web member 9, the chord member 10 and the inclined strut 11.
Detailed Description
The technical scheme of the utility model is further specifically described by the following embodiments and the accompanying drawings.
Example (b): as shown in fig. 1-5, a lateral limiting truss for slippage construction comprises a lateral limiting truss 4, wherein the lateral limiting truss 4 comprises a chord 10, a lateral slippage connecting beam 9 is arranged between the chord 10 and a slippage vehicle frame 5, and 8 web members 9 are arranged between the lateral slippage connecting beam 9 and the chord 10. An inclined strut 11 is arranged between two adjacent web members 9. The side of the lateral limiting truss 4 is provided with 4 support columns 1, the support columns 1 are provided with sliding beams 2 which are inserted and embedded with the support columns 1 in a penetrating manner, 3 connecting embedded frames 3 which are fixedly connected with the sliding beams 2 in an inserting manner are arranged between the sliding beams 2 and the lateral limiting truss 4, and the sliding beams 2 are provided with sliding frames 5 which are integrally welded and fixed with the lateral limiting truss 4. A limiting guide rod 6 integrally welded with the lower end of the sliding frame 5 is arranged between the sliding beam 2 and the sliding frame 5. A sliding track 7 which is in limited sleeve connection with the limiting guide rod 6 is arranged between the limiting guide rod 6 and the sliding beam 2. The sliding rail 7 is a channel steel.
In conclusion, the lateral limiting truss for sliding construction has the characteristics of good structural stability and long service life. The problem of the spacing truss of side direction and the coal canopy keep off the coal wall and be connected is solved. The horizontal limit in the sliding construction process of the arch truss is ensured, and the safety and the stability of construction are ensured.
It is obvious to a person skilled in the art that the utility model is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the essential characteristics of the utility model. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
In summary, the above description is only an embodiment of the present invention, but the structural features of the present invention are not limited thereto, and any changes or modifications within the scope of the present invention by those skilled in the art are covered by the present invention.
Claims (6)
1. The utility model provides a construction side direction spacing truss slides which characterized in that: including spacing truss of side direction (4), spacing truss of side direction (4) side be equipped with a plurality of support post (1), support post (1) on be equipped with and insert slip roof beam (2) that inlay with support post (1) formula of penetrating mutually, slip roof beam (2) and spacing truss of side direction (4) between be equipped with a plurality ofly and slip roof beam (2) and insert mutually to inlay the formula and be connected fixed connection and bury frame (3), slip roof beam (2) on be equipped with and be integration welded fastening's frame (5) that slides with spacing truss of side direction (4).
2. The lateral limiting truss for the sliding construction according to claim 1, wherein: and a limiting guide rod (6) integrally welded with the lower end of the sliding frame (5) is arranged between the sliding beam (2) and the sliding frame (5).
3. The lateral limiting truss for the sliding construction according to claim 2, wherein: and a sliding track (7) which is in limited sleeve connection with the limiting guide rod (6) is arranged between the limiting guide rod (6) and the sliding beam (2).
4. The lateral limiting truss for sliding construction according to claim 3, wherein: the sliding track (7) is a channel steel.
5. The lateral limiting truss for the sliding construction according to claim 1, wherein: spacing truss of side direction (4) include chord member (10), chord member (10) and frame (5) that slides between be equipped with the tie-beam that slides of side direction (9), the tie-beam that slides of side direction (9) and chord member (10) between be equipped with a plurality of web members (9).
6. The lateral limiting truss for the sliding construction according to claim 5, wherein: inclined struts (11) are arranged between two adjacent web members (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120328514.5U CN215330488U (en) | 2021-02-05 | 2021-02-05 | Lateral limiting truss for sliding construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120328514.5U CN215330488U (en) | 2021-02-05 | 2021-02-05 | Lateral limiting truss for sliding construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215330488U true CN215330488U (en) | 2021-12-28 |
Family
ID=79581059
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120328514.5U Active CN215330488U (en) | 2021-02-05 | 2021-02-05 | Lateral limiting truss for sliding construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215330488U (en) |
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2021
- 2021-02-05 CN CN202120328514.5U patent/CN215330488U/en active Active
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