CN204139336U - The H profile steel beam butt-joint locking device of H profile steel column web both sides - Google Patents
The H profile steel beam butt-joint locking device of H profile steel column web both sides Download PDFInfo
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- CN204139336U CN204139336U CN201420548078.2U CN201420548078U CN204139336U CN 204139336 U CN204139336 U CN 204139336U CN 201420548078 U CN201420548078 U CN 201420548078U CN 204139336 U CN204139336 U CN 204139336U
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- wing plate
- shaped card
- steel
- girder steel
- steel column
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Abstract
The utility model discloses a kind of H profile steel beam butt-joint locking device of H profile steel column web both sides, solve the problem that existing two girder steels dock the horizontal hunting of existence aloft.Be included in H profile steel post (1) web both sides and be provided with docking girder steel, steel column left outside wing plate U-shaped card (5) is connected with in the wing plate outer end, left side of H profile steel beam, steel column right outside wing plate U-shaped card (6) is connected with in the wing plate outer end, right side of H profile steel beam, the left side wing plate of docking girder steel (2) is connected with wing plate U-shaped card (9) on the left of girder steel, the right side wing plate of docking girder steel (2) is connected with wing plate U-shaped card (11) on the right side of girder steel, guide peg (15) successively cross-under at steel column left outside wing plate U-shaped card cross-under ring (7), wing plate U-shaped card jack hole (10) on the left of girder steel, on the right side of girder steel in wing plate U-shaped card jack hole (12) and steel column right outside wing plate U-shaped card cross-under ring (8).The utility model makes simple, easy to operate.
Description
Technical field
The utility model relates to a kind of mechanical locking device, particularly carries out tight the used locking device of zip the girder steel of the aerial steel column both sides of height in a kind of Steel Structure Installation.
Background technology
In Construction of Steel Structure, often running into and need in the air to carry out drawing and bolt to the H-shaped girder steel of H-shaped steel column web both sides at height, namely will dock two girder steels that put in place together with H-shaped steel column bolt with to wearing bolt.Main in various Structural Engineering and that difficulty is maximum monomer installation procedure by two aerial girder steels to moving position to.Prior art be first by the H-shaped girder steel jack of H-shaped steel column web side or steel wire hang to docking bolt position, then after waiting for that the steel beam lifting of H-shaped steel column web opposite side puts in place, bolt can be carried out to wearing in two ends simultaneously, due to the H-shaped girder steel instability very of the H-shaped steel column web side with jack or steel wire hang in work progress, after the steel beam lifting of opposite side puts in place, bolt is carried out to when wearing in two ends simultaneously, swing on frequent occurred level direction, has had influence on the safety of construction and the raising of efficiency of construction.
Summary of the invention
The utility model provides a kind of H profile steel beam butt-joint locking device of H profile steel column web both sides, solves the technical problem that level that existing two girder steels dock existence aloft fixes swing.
The utility model solves above technical problem by the following technical programs:
A kind of H profile steel beam butt-joint locking device of H profile steel column web both sides, comprise H profile steel post, arrange in H profile steel column web side and need to dock girder steel, H profile steel column web opposite side is provided with docking girder steel, pin is provided with between the medial extremity docking girder steel at the web of H profile steel post, steel column left outside wing plate U-shaped card is connected with in the wing plate outer end, left side of H profile steel beam, steel column left outside wing plate U-shaped card cross-under ring is fixedly installed at the afterbody of steel column left outside wing plate U-shaped card, steel column right outside wing plate U-shaped card is connected with in the wing plate outer end, right side of H profile steel beam, steel column right outside wing plate U-shaped card cross-under ring is fixedly installed at the afterbody of steel column right outside wing plate U-shaped card, the left side wing plate of docking girder steel is connected with wing plate U-shaped card on the left of girder steel, on the left of girder steel, the outside of wing plate U-shaped card is fixedly installed wing plate U-shaped card jack hole on the left of girder steel, the right side wing plate of docking girder steel is connected with wing plate U-shaped card on the right side of girder steel, on the right side of girder steel, the outside of wing plate U-shaped card is fixedly installed wing plate U-shaped card jack hole on the right side of girder steel, guide peg successively cross-under at steel column left outside wing plate U-shaped card cross-under ring, wing plate U-shaped card jack hole on the left of girder steel, on the right side of girder steel in wing plate U-shaped card jack hole and steel column right outside wing plate U-shaped card cross-under ring.
In steel column left outside wing plate U-shaped card, be provided with the first band ratchet tighten spring leaf, in steel column right outside wing plate U-shaped card, be provided with the second band ratchet tighten spring leaf, on the left of girder steel, in wing plate U-shaped card, be provided with the 3rd band ratchet tighten spring leaf, on the right side of girder steel, in wing plate U-shaped card, be provided with the 4th band ratchet tighten spring leaf.
The utility model realizes girder steel by mechanical self-locking device and do not produce displacement under the horizontal direction support of guide peg is fixing.The utility model makes simple, easy to operate, accelerates construction speed, can reuse reduction engineering cost, ensure that construction quality.
Accompanying drawing explanation
Fig. 1 is that the utility model overlooks the structural representation on direction;
Fig. 2 is docking girder steel 2 of the present utility model and two U-shaped cards on it and the fit structure schematic diagram between guide peg 15.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in detail:
A kind of H profile steel beam butt-joint locking device of H profile steel column web both sides, comprise H profile steel post 1, arrange in the web side of H profile steel post 1 and need to dock girder steel 3, H profile steel post 1 web opposite side is provided with docking girder steel 2, H profile steel post 1 web be provided with pin 4 between the medial extremity docking girder steel 2, steel column left outside wing plate U-shaped card 5 is connected with in the wing plate outer end, left side of H profile steel beam, steel column left outside wing plate U-shaped card cross-under ring 7 is fixedly installed at the afterbody of steel column left outside wing plate U-shaped card 5, steel column right outside wing plate U-shaped card 6 is connected with in the wing plate outer end, right side of H profile steel beam, steel column right outside wing plate U-shaped card cross-under ring 8 is fixedly installed at the afterbody of steel column right outside wing plate U-shaped card 6, the left side wing plate of docking girder steel 2 is connected with wing plate U-shaped card 9 on the left of girder steel, on the left of girder steel, the outside of wing plate U-shaped card 9 is fixedly installed wing plate U-shaped card jack hole 10 on the left of girder steel, the right side wing plate of docking girder steel 2 is connected with wing plate U-shaped card 11 on the right side of girder steel, on the right side of girder steel, the outside of wing plate U-shaped card 11 is fixedly installed wing plate U-shaped card jack hole 12 on the right side of girder steel, guide peg 15 successively cross-under at steel column left outside wing plate U-shaped card cross-under ring 7, wing plate U-shaped card jack hole 10 on the left of girder steel, on the right side of girder steel in wing plate U-shaped card jack hole 12 and steel column right outside wing plate U-shaped card cross-under ring 8.
In steel column left outside wing plate U-shaped card 5, be provided with the first band ratchet tighten spring leaf 13, in steel column right outside wing plate U-shaped card 6, be provided with the second band ratchet tighten spring leaf 14, on the left of girder steel, in wing plate U-shaped card 9, be provided with the 3rd band ratchet tighten spring leaf 16, on the right side of girder steel, in wing plate U-shaped card 11, be provided with the 4th band ratchet tighten spring leaf 17.
First band ratchet tightens spring leaf 13 and is stuck on H profile steel post 1 tightly by left outside for steel column wing plate U-shaped card 5, second band ratchet tightens spring leaf 14 and is stuck on H profile steel post 1 tightly by right outside for steel column wing plate U-shaped card 6, and the guide peg 15 and the H profile steel post 1 that pass in steel column left outside wing plate U-shaped card cross-under ring 7 and steel column right outside wing plate U-shaped card cross-under ring 8 form a fixed body makes guide peg 15 can not occurred level displacement, guide peg 15 is successively through wing plate U-shaped card jack hole 12 on the right side of wing plate U-shaped card jack hole 10 on the left of girder steel and girder steel, the horizontal level of wing plate U-shaped card 11 on the right side of wing plate U-shaped card 9 and girder steel on the left of girder steel is fixed, simultaneously, 3rd band ratchet tightens spring leaf 16 and is firmly stuck in by wing plate U-shaped card 9 on the left of girder steel on docking girder steel 2, 4th band ratchet tightens spring leaf 17 and is also firmly stuck in by wing plate U-shaped card 11 on the right side of girder steel on docking girder steel 2, docking girder steel 2 is caused to move by occurred level, after H profile steel beam and the horizontal movement of H profile steel post are fixed, the load of girder steel vertical direction is born by the shearing force of pin 4, now pin 4 need contract in the web of H profile steel post.
Claims (2)
1. the H profile steel beam butt-joint locking device of H profile steel column web both sides, comprise H profile steel post (1), arrange in H profile steel post (1) web side and need to dock girder steel (3), H profile steel post (1) web opposite side is provided with docking girder steel (2), H profile steel post (1) web be provided with pin (4) between the medial extremity docking girder steel (2), it is characterized in that, steel column left outside wing plate U-shaped card (5) is connected with in the wing plate outer end, left side of H profile steel beam, steel column left outside wing plate U-shaped card cross-under ring (7) is fixedly installed at the afterbody of steel column left outside wing plate U-shaped card (5), steel column right outside wing plate U-shaped card (6) is connected with in the wing plate outer end, right side of H profile steel beam, steel column right outside wing plate U-shaped card cross-under ring (8) is fixedly installed at the afterbody of steel column right outside wing plate U-shaped card (6), the left side wing plate of docking girder steel (2) is connected with wing plate U-shaped card (9) on the left of girder steel, on the left of girder steel, the outside of wing plate U-shaped card (9) is fixedly installed wing plate U-shaped card jack hole (10) on the left of girder steel, the right side wing plate of docking girder steel (2) is connected with wing plate U-shaped card (11) on the right side of girder steel, on the right side of girder steel, the outside of wing plate U-shaped card (11) is fixedly installed wing plate U-shaped card jack hole (12) on the right side of girder steel, guide peg (15) successively cross-under at steel column left outside wing plate U-shaped card cross-under ring (7), wing plate U-shaped card jack hole (10) on the left of girder steel, on the right side of girder steel in wing plate U-shaped card jack hole (12) and steel column right outside wing plate U-shaped card cross-under ring (8).
2. the H profile steel beam butt-joint locking device of a kind of H profile steel column web both sides according to claim 1, it is characterized in that, in steel column left outside wing plate U-shaped card (5), be provided with the first band ratchet tighten spring leaf (13), in steel column right outside wing plate U-shaped card (6), be provided with the second band ratchet tighten spring leaf (14), on the left of girder steel, in wing plate U-shaped card (9), be provided with the 3rd band ratchet tighten spring leaf (16), on the right side of girder steel, in wing plate U-shaped card (11), be provided with the 4th band ratchet tighten spring leaf (17).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420548078.2U CN204139336U (en) | 2014-09-23 | 2014-09-23 | The H profile steel beam butt-joint locking device of H profile steel column web both sides |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420548078.2U CN204139336U (en) | 2014-09-23 | 2014-09-23 | The H profile steel beam butt-joint locking device of H profile steel column web both sides |
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| Publication Number | Publication Date |
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| CN204139336U true CN204139336U (en) | 2015-02-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420548078.2U Active CN204139336U (en) | 2014-09-23 | 2014-09-23 | The H profile steel beam butt-joint locking device of H profile steel column web both sides |
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| CN (1) | CN204139336U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057157A (en) * | 2017-01-03 | 2018-12-21 | 郑瑞平 | A kind of concrete column |
-
2014
- 2014-09-23 CN CN201420548078.2U patent/CN204139336U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057157A (en) * | 2017-01-03 | 2018-12-21 | 郑瑞平 | A kind of concrete column |
| CN109057156A (en) * | 2017-01-03 | 2018-12-21 | 郑瑞平 | A kind of construction method for the concrete column improving Torsion bearing capacity |
| CN109057157B (en) * | 2017-01-03 | 2021-01-08 | 上海民航新时代机场设计研究院有限公司 | Concrete column |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |