CN201581649U - Strung-hung carrying pole beam for mounting of high multi-layer steel structure - Google Patents
Strung-hung carrying pole beam for mounting of high multi-layer steel structure Download PDFInfo
- Publication number
- CN201581649U CN201581649U CN2009203185521U CN200920318552U CN201581649U CN 201581649 U CN201581649 U CN 201581649U CN 2009203185521 U CN2009203185521 U CN 2009203185521U CN 200920318552 U CN200920318552 U CN 200920318552U CN 201581649 U CN201581649 U CN 201581649U
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- Prior art keywords
- girder
- snap ring
- steel structure
- high multi
- lifting lug
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Abstract
The utility model relates to a strung-hung carrying pole beam for the mounting of a high multi-layer steel structure, which is mainly applied in the mounting construction of the high multi-layer steel structure and comprises a main beam and two lifting lug plates, wherein the main beam consists of two C-shaped steels with opening surfaces welded together, sealing plates welded to both the left and the right end surfaces of the two C-shaped steels, and a plurality of connecting plates welded to the upper and the lower surfaces of the two C-shaped steels; the two lifting lug plates penetrating through the upper and the lower surfaces of the main beam are welded on the main beam in bilateral symmetry, and adopt isosceles triangle shaped plates; the part of each lifting lug plate penetrating through the upper surface of the main beam adopts an upper lifting lug, and an upper lifting lug hole is formed on each upper lifting lug; and the part of each lifting lug plate penetrating through the lower surface of the main beam adopts a lower lifting lug, and lower lifting lug holes are formed at both the left and the right ends of each lower lifting lug respectively. The strung-hung carrying pole beam for the mounting of the high multi-layer steel structure can effectively complete the mounting construction with ease.
Description
Technical field
The utility model relates to the frock that lifts usefulness in a kind of high multi-storey steel structure installation, refers to especially that a kind of high multi-storey steel structure is installed with going here and there to hang shoulder pole girder.
Background technology
Existing high multi-storey steel structure in installation, be by the big suspension hook on the crane gear with one one installation of slinging of crossbeam that ties up, the clumsiness of not only having required great effort in modernized work progress but also efficient are low.
The utility model content
The purpose of this utility model is to provide a kind of high multi-storey steel structure to install with going here and there and hangs shoulder pole girder, and it can high-effective and labour-saving finishes installation.
To achieve these goals, technical solution of the present utility model is: a kind of high multi-storey steel structure is installed with string and is hung shoulder pole girder, it comprises girder, two shackle plates, described girder is by two C shaped steel that opening surface is relative, be welded on the shutoff plate held about two C shaped steel and several are welded on the two C shaped steel, the junction plate of soffit constitutes, described two shackle plates pass from top to down and are welded on the two C shaped steel along two C shaped steel opening surfaces, described two shackle plate bilateral symmetry are distributed on the girder, described shackle plate stretches out the girder upper surface part and is divided into the ear of hanging oneself, the described hanger of going up is provided with the earhole of hanging oneself, described shackle plate stretches out the girder lower surface portion and is divided into hanger down, and described two ends, the hanger left and right sides down are respectively arranged with down the hanger hole.
The high multi-storey steel structure of the utility model is installed with string and is hung shoulder pole girder, and it is tabular that wherein said shackle plate is isoceles triangle,
The high multi-storey steel structure of the utility model is installed with string and is hung shoulder pole girder, and the material of wherein said girder and two shackle plates is the Q235b steel.
The high multi-storey steel structure of the utility model is installed with string and is hung shoulder pole girder, and wherein said shutoff plate and junction plate are rectangular slab.
The high multi-storey steel structure of the utility model is installed with string and is hung shoulder pole girder, be provided with snap ring on hang oneself earhole and the following hanger hole on the wherein said shackle plate, described snap ring is made up of U-shaped snap ring body and snap ring pivot pin, described U-shaped snap ring body both ends level is to being provided with the screwed hole that the snap ring pivot pin passes, and described snap ring pivot pin surface is provided with the external screw thread that cooperates with the screwed hole of U-shaped snap ring body.
After adopting such scheme, high-rise steel structure is in installation, earlier the high multi-storey steel structure installation of the utility model is connected with lifting rope by hanging utensil with the last hanger that string hangs shoulder pole girder, by the big suspension hook on the crane gear lifting rope is hooked, and four following hangers of shoulder pole girder also are connected with lifting rope by hanging utensil respectively, again lifting rope is hooked simultaneously with four crossbeams respectively, is transported on the high-rise steel structure, its high-effective and labour-saving finish installation.
Description of drawings
Fig. 1 is that the high multi-storey steel structure of the utility model is installed the structural representation that hangs shoulder pole girder with string;
Fig. 2 is that the high multi-storey steel structure installation of the utility model is hung shoulder pole girder user mode structural representation with string;
Fig. 3 is the decomposition texture schematic diagram of snap ring among Fig. 2.
The specific embodiment
See also the high multi-storey steel structure of the utility model shown in Figure 1 the structural representation that hangs shoulder pole girder with string is installed, it comprises that material is girder 1 and two shackle plates 2 of Q235b steel, girder 1 is by two C shaped steel 11 that opening surface is relative, be welded on the rectangle shutoff plate 12 of two C shaped steel about 11 end and several are welded on the two C shaped steel 11, the rectangle junction plate 13 of soffit constitutes, two shackle plates 2 pass from top to down and are welded on the two C shaped steel 11 along two C shaped steel, 11 opening surfaces, two shackle plates, 2 bilateral symmetry are distributed on the girder 1, it is tabular that shackle plate 2 is isoceles triangle, shackle plate 2 stretches out girder 1 upper surface part and is divided into the ear 21 of hanging oneself, last hanger 21 is provided with the earhole 211 of hanging oneself, shackle plate 2 stretches out girder 1 lower surface portion and is divided into hanger 22 down, and two ends, following hanger 22 left and right sides are respectively arranged with a following hanger hole 221.
The high multi-storey steel structure of the utility model is installed with string and is hung shoulder pole girder user mode structural representation as shown in Figure 2, be provided with snap ring 3 on hang oneself earhole 211 and the following hanger hole 221 on this shoulder pole girder shackle plate 2, in conjunction with shown in Figure 3, snap ring 3 is made up of U-shaped snap ring body 31 and snap ring pivot pin 32, U-shaped snap ring body 31 both ends horizontal directions are provided with screwed hole 311
Snap ring pivot pin 32 surfaces are provided with the external screw thread 321 that cooperates with the screwed hole 311 of U-shaped snap ring body 31.
In installation, at first two lifting ropes 9 and shoulder pole girder two being gone up the U-shaped snap ring body 31 that is connected on the hangers 21 is fixed together, then with the U-shaped snap ring body 31 on the following hanger in left shackle plate 2 left sides respectively with crossbeam 4 and crossbeam 5 left sides on the good lifting rope of binding be fixed together, with the U-shaped snap ring body 31 on the following hanger on left shackle plate 2 right sides respectively with crossbeam 6 and crossbeam 7 left sides on the good lifting rope of binding be fixed together, again with the U-shaped snap ring body 31 on the following hanger in right shackle plate 2 left sides respectively with crossbeam 6 and crossbeam 7 right sides on the good lifting rope of binding be fixed together, with the U-shaped snap ring body 31 on the following hanger on right shackle plate 2 right sides respectively with crossbeam 4 and crossbeam 5 right sides on the good lifting rope of binding be fixed together, by the big suspension hook 8 on the crane gear lifting rope 9 is hooked at last, this moment crossbeam 4, crossbeam 5, crossbeam 6 and crossbeam 7 are hooked simultaneously, be transported on the high-rise steel structure, its high-effective and labour-saving finish installation.
Above-described embodiment is described preferred implementation of the present utility model; be not that scope of the present utility model is limited; under the prerequisite that does not break away from the utility model design spirit; various distortion and improvement that the common engineers and technicians in this area make the technical solution of the utility model all should fall in the definite protection domain of claims of the present utility model.
Claims (5)
1. one kind high multi-storey steel structure is installed with string and is hung shoulder pole girder, it is characterized in that: it comprises girder (1), two shackle plates (2), described girder (1) is by two C shaped steel (11) that opening surface is relative, be welded on about two C shaped steel (11) the shutoff plate (12) of end and several are welded on the two C shaped steel (11), the junction plate of soffit (13) constitutes, described two shackle plates (2) pass from top to down and are welded on the two C shaped steel (11) along two C shaped steel (11) opening surfaces, described two shackle plates (2) bilateral symmetry is distributed on the girder (1), described shackle plate (2) stretches out girder (1) upper surface part and is divided into the ear of hanging oneself (21), the described hanger (21) of going up is provided with the earhole of hanging oneself (211), described shackle plate (2) stretches out girder (1) lower surface portion and is divided into hanger (22) down, and described hanger (22) two ends, the left and right sides down are respectively arranged with down hanger hole (221).
2. high multi-storey steel structure as claimed in claim 1 is installed with string and is hung shoulder pole girder, and it is characterized in that: it is tabular that described shackle plate (2) is isoceles triangle.
3. high multi-storey steel structure as claimed in claim 2 is installed with string and is hung shoulder pole girder, and it is characterized in that: the material of described girder (1) and two shackle plates (2) is the Q235b steel.
4. high multi-storey steel structure as claimed in claim 3 is installed with string and is hung shoulder pole girder, and it is characterized in that: described shutoff plate (12) and junction plate (13) are rectangular slab.
5. high multi-storey steel structure as claimed in claim 4 is installed with string and is hung shoulder pole girder, it is characterized in that: be provided with snap ring (3) on earhole of hanging oneself (211) on the described shackle plate (2) and the following hanger hole (221), described snap ring (3) is made up of U-shaped snap ring body (31) and snap ring pivot pin (32), described U-shaped snap ring body (31) both ends level is to being provided with the screwed hole (311) that snap ring pivot pin (32) passes, and described snap ring pivot pin (32) surface is provided with the external screw thread (321) that cooperates with the screwed hole (311) of U-shaped snap ring body (31).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009203185521U CN201581649U (en) | 2009-12-25 | 2009-12-25 | Strung-hung carrying pole beam for mounting of high multi-layer steel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009203185521U CN201581649U (en) | 2009-12-25 | 2009-12-25 | Strung-hung carrying pole beam for mounting of high multi-layer steel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201581649U true CN201581649U (en) | 2010-09-15 |
Family
ID=42723647
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009203185521U Expired - Fee Related CN201581649U (en) | 2009-12-25 | 2009-12-25 | Strung-hung carrying pole beam for mounting of high multi-layer steel structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201581649U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107792774A (en) * | 2017-11-22 | 2018-03-13 | 中国冶集团有限公司 | A kind of more steel platform secondary beam integral hoisting methods and lifting device |
-
2009
- 2009-12-25 CN CN2009203185521U patent/CN201581649U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107792774A (en) * | 2017-11-22 | 2018-03-13 | 中国冶集团有限公司 | A kind of more steel platform secondary beam integral hoisting methods and lifting device |
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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: 20100915 Termination date: 20141225 |
|
| EXPY | Termination of patent right or utility model |