CN202324586U - Integral attached device attached with lifting scaffold - Google Patents
Integral attached device attached with lifting scaffold Download PDFInfo
- Publication number
- CN202324586U CN202324586U CN2011203086542U CN201120308654U CN202324586U CN 202324586 U CN202324586 U CN 202324586U CN 2011203086542 U CN2011203086542 U CN 2011203086542U CN 201120308654 U CN201120308654 U CN 201120308654U CN 202324586 U CN202324586 U CN 202324586U
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- steel
- head screw
- plate
- crotch
- section steel
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- Expired - Fee Related
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Abstract
The utility model relates to the technical field of external scaffolds in the building industry, in particular to an integral attached device attached with a lifting scaffold. The integral attached device consists of a hook single-head screw rod, connecting plate channel steel, a U-shaped hanging plate, a structural steel beam, double nuts, a reinforced side plate, a cantilever beam, an oblique pull rod, an oblique pull rod ear plate and the like. The integral attached device has the benefits that one end of a hook of the hook single-head screw rod is fixed on the lower flange of the structural steel beam, and the other end of the hook of the hook single-head screw rod is tightened and firmly fixed on the structural steel beam by the double nuts, the oblique pull rod and the ear plate through a circular hole preset by the connecting plate channel steel which is hung on the lower flange of the structural steel beam, and the two ends of the connecting plate channel are welded into the U-shaped hanging plate; and in the same way, the cantilever steel beam and the hook single-head screw rod are connected with and fixed on the connecting plate channel steel through the double nuts, so that the cantilever steel beam is firmly fixed on the structural steel beam.
Description
One, technical field
The utility model relates to the technical field of builing industry external scaffolding, refers in particular to a kind of highrise building steel framed structure monolithic attached lift scaffold attachment device that is used for.
Two, background technology
In recent years, along with fast development high-rise, super highrise building, the architecture structure form complicacy is various, and the monolithic attached lift scaffold has obtained extensive use in high-building construction.Attached to the resistance to overturning that satisfies support body on the concrete structure, for steel framed structure, steel work does not allow perforate on girder steel to traditional monolithic attached lift scaffold through screw rod through walls; Can't adopt screw form through walls; Therefore traditional attached lift scaffold adhering mode still can not be implemented, and the steel framed structure construction layer can't be gone along with sb. to guard him, and only below construction layer, sets up flatly to choose net and carry out peripheral protective; Outside framework structure scaffold system can't seal, and has potential safety hazard.
The utility model has been developed the special attachments device to above-mentioned background; Through this attachment device with the monolithic attached lift scaffold attached on the structural steel beam; Check through design; This adhering mode satisfies the structural steel beam requirement for bearing capacity, has guaranteed the welding safety of steel framed structure post, beam casting and compacting of concrete and steel work, has guaranteed steel framed structure safety of construction and reliability.The utility model belongs to a kind of has a less investment, repeatedly but batch production production is used in turnover, standardization level is high, processing is reliable, peace is torn open conveniently, the guaranteed a kind of tool attachment device of safety.
Three, utility model content
The technical problem that the utility model solves is; The defective of high-rise steel framed structure attachment type raise scaffold being adhered to nowhere the resistance to overturning that satisfies support body; Provide a kind of and have a less investment, repeatedly turnover is used, peace tears a kind of easily tool attachment device open, has safety, stable, attachment device that peace is torn open conveniently, is convenient to constructing operation, increases work efficiency.
In order to solve the existing problem of background technology, the utility model is to adopt following technical scheme:
It is made up of crotch single-head screw, junction plate channel-section steel, U-shaped link plate, structural type girder steel, double nut, reinforcement side plate, semi girder, diagonal member, diagonal member otic placode.
The utility model mainly utilizes junction plate channel-section steel two ends and U-shaped link plate to be welded to connect; U-shaped link plate U-shaped opening part hangs on the structural steel shape lower flange of girder edge; Crotch single-head screw crotch end is hung at the structural type girder steel; The other end passes the connection circular hole that junction plate channel-section steel 2 is established in advance; Junction plate channel-section steel opening direction web place lining is strengthened side plate, and diagonal member and otic placode are fixed on the junction plate channel-section steel through double nut and crotch single-head screw, and cantilever girder steel one end welding steel also stays in advance establishes the connection circular hole and the crotch single-head screw is fixed on the junction plate channel-section steel through double nut.Strengthening the employing of side plate and junction plate channel-section steel is welded to connect.
Above-mentioned reinforcement side plate, otic placode, U-shaped link plate are steel plate, and diagonal member is a round steel.
This device is fixed on the structural steel shape lower flange of girder edge through crotch one end of crotch single-head screw; The other end is through hanging on structural steel shape lower flange of girder edge and the connection circular hole that the junction plate channel-section steel of U-shaped link plate is established has in advance been welded at two ends; Tighten with double nut and diagonal member and otic placode and to be securely fixed on the structural type girder steel; Equally, cantilever girder steel and crotch single-head screw are fastened on the junction plate channel-section steel through double nut, and the cantilever girder steel is securely fixed on the structural type girder steel.
The utility model belongs to a kind of has a less investment, repeatedly but batch production production is used in turnover, standardization level is high, processing is reliable, peace is torn open conveniently, the guaranteed a kind of tool attachment device of safety.
Four, description of drawings
Fig. 1 is that semi girder bearing and bracket diagonal member bearing are installed the attachment device elevational schematic view;
Fig. 2 is that semi girder diagonal member bearing is installed the attachment device elevational schematic view;
Fig. 3 is a bracket diagonal member generalized section.
Description of reference numerals: crotch single-head screw 1, junction plate channel-section steel 2, U-shaped link plate 3, structural type girder steel 4, double nut 5, reinforcement side plate 6, semi girder 7, diagonal member 8, diagonal member otic placode 9, steel plate 10.
Five, the specific embodiment
The utility model through the steel link plate with attachment type raise scaffold attached on the structural steel beam; Check through design; This adhering mode satisfies the structural steel beam requirement for bearing capacity; Guarantee the welding safety of steel framed structure post, beam casting and compacting of concrete and steel work, guaranteed steel framed structure safety of construction and reliability.
In conjunction with accompanying drawing, specify embodiment:
It is made up of crotch single-head screw 1, junction plate channel-section steel 2, U-shaped link plate 3, structural type girder steel 4, double nut 5, reinforcement side plate 6, semi girder 7, diagonal member 8, diagonal member otic placode 9, steel plate 10.
The utility model mainly utilizes junction plate channel-section steel 2 two ends and U-shaped link plate 3 to be welded to connect; U-shaped link plate 3 opening parts hang on the structural type girder steel 4; Crotch single-head screw 1 crotch end is hung at structural type girder steel 4; The other end passes the connection circular hole that junction plate channel-section steel 2 is established in advance; Junction plate channel-section steel 2 opening direction web places lining is strengthened side plate 6, and diagonal member 8 is fixed on the junction plate channel-section steel 2 through double nut 5 and crotch single-head screw 1 with otic placode 9, and cantilever girder steel 7 is fixed on the junction plate channel-section steel 2 through double nut 5 with crotch single-head screw 1.Strengthening side plate 6 is welded to connect with 2 employings of junction plate channel-section steel.
Above-mentioned reinforcement side plate 6, otic placode 9, U-shaped link plate 3 are steel plate, and diagonal member 8 is a round steel.
This device is fixed on structural type girder steel 4 bottom flanges through crotch one end of crotch single-head screw 1; The other end is through hanging on structural type girder steel 4 bottom flanges and the connection circular hole that the junction plate channel-section steel 2 of U-shaped link plate 3 is established has in advance been welded at two ends; Tighten with diagonal member 8 and otic placode 9 with double nut 5 and to be securely fixed on the structural type girder steel 4; Cantilever girder steel 7 one end welding steels 10 are fastened on the junction plate channel-section steel 2 through double nut 5 with crotch single-head screw 1, and cantilever girder steel 7 is securely fixed on the structural type girder steel 4.
Claims (5)
1. monolithic attached lift scaffold attachment device; It is characterized in that it by crotch single-head screw (1), junction plate channel-section steel (2), U-shaped link plate (3), structural type girder steel (4), double nut (5), strengthen side plate (6), semi girder (7), diagonal member (8), diagonal member otic placode (9), steel plate (10) and form; Mainly utilize junction plate channel-section steel (2) two ends and U-shaped link plate (3) to be welded to connect; U-shaped link plate (3) opening part hangs on the structural type girder steel (4); Crotch single-head screw (1) crotch end is hung in structural type girder steel (4); Junction plate channel-section steel (2) opening direction web place lining is strengthened side plate (6), and diagonal member (8) is fixed on junction plate channel-section steel (2) with otic placode (9) through double nut (5) and crotch single-head screw (1), and cantilever girder steel (7) one end welding steels (10) are fastened on the junction plate channel-section steel (2) through double nut (5) with crotch single-head screw (1).
2. a kind of monolithic attached lift scaffold attachment device according to claim 1, reinforcement side plate (6), diagonal member otic placode (9), U-shaped link plate (3) are steel plate, and diagonal member (8) is a round steel.
3. a kind of monolithic attached lift scaffold attachment device according to claim 1, junction plate channel-section steel (2) is established the connection circular hole in advance.
4. a kind of monolithic attached lift scaffold attachment device according to claim 1, the last end welding steel (10) of cantilever girder steel (7) is established the connection circular hole in advance.
5. a kind of monolithic attached lift scaffold attachment device according to claim 1 is strengthened side plate (6) and is welded to connect with junction plate channel-section steel (2) employing.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011203086542U CN202324586U (en) | 2011-08-23 | 2011-08-23 | Integral attached device attached with lifting scaffold |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011203086542U CN202324586U (en) | 2011-08-23 | 2011-08-23 | Integral attached device attached with lifting scaffold |
Publications (1)
Publication Number | Publication Date |
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CN202324586U true CN202324586U (en) | 2012-07-11 |
Family
ID=46436567
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2011203086542U Expired - Fee Related CN202324586U (en) | 2011-08-23 | 2011-08-23 | Integral attached device attached with lifting scaffold |
Country Status (1)
Country | Link |
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CN (1) | CN202324586U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111764635A (en) * | 2020-07-28 | 2020-10-13 | 中国建筑第八工程局有限公司 | Connection structure of scaffold and steel structure and construction method thereof |
CN112878648A (en) * | 2021-01-17 | 2021-06-01 | 沈志涯 | Support frame for construction machinery |
-
2011
- 2011-08-23 CN CN2011203086542U patent/CN202324586U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111764635A (en) * | 2020-07-28 | 2020-10-13 | 中国建筑第八工程局有限公司 | Connection structure of scaffold and steel structure and construction method thereof |
CN112878648A (en) * | 2021-01-17 | 2021-06-01 | 沈志涯 | Support frame for construction machinery |
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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: 20120711 Termination date: 20190823 |