CN210763896U - Inner ring opening string beam hoisting structure - Google Patents
Inner ring opening string beam hoisting structure Download PDFInfo
- Publication number
- CN210763896U CN210763896U CN201921651664.9U CN201921651664U CN210763896U CN 210763896 U CN210763896 U CN 210763896U CN 201921651664 U CN201921651664 U CN 201921651664U CN 210763896 U CN210763896 U CN 210763896U
- Authority
- CN
- China
- Prior art keywords
- upper chord
- pole
- inner ring
- slings
- hoisting structure
- 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
Links
- 238000007142 ring opening reaction Methods 0.000 title claims description 7
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 12
- 239000010959 steel Substances 0.000 claims abstract description 12
- 238000005728 strengthening Methods 0.000 claims description 3
- 238000004804 winding Methods 0.000 claims description 2
- 238000000034 method Methods 0.000 abstract description 8
- 238000009435 building construction Methods 0.000 abstract description 2
- 230000005484 gravity Effects 0.000 description 4
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009396 hybridization Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
Images
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model relates to an inner ring beam string hoisting structure, which belongs to the technical field of building construction and comprises an upper chord, a stay cable stay bar and an auxiliary sling, wherein the top of the stay cable stay bar is connected with the upper chord, a plurality of stay cable stay bars are arranged at intervals; the auxiliary sling comprises a carrying pole, two steel wire ropes connected with the carrying pole and at least two slings, wherein the lower ends of the two steel wire ropes are connected with the carrying pole; the upper ends of the slings are connected with the carrying poles, and the lower ends of the slings are connected with the upper chord members. The utility model skillfully uses the carrying pole as the auxiliary lifting appliance, can increase the stress point of the upper chord beam, leads the upper chord beam to be stressed evenly, and can prevent the upper chord beam from warping and deforming downwards in the lifting process; but also can improve the stability in the hoisting process.
Description
Technical Field
The utility model relates to a building construction technical field especially relates to inner ring opening string roof beam hoisting structure.
Background
The beam string is a novel hybridization roof system different from the traditional structure. The beam string structure is a mixed structure system formed by a rigid member upper string, a flexible inhaul cable and a support rod connected in the middle, and the structure of the beam string structure is a novel self-balancing system, is a large-span prestressed space structure system and is a more successful creation in the development of the mixed structure system. The beam string structure has the advantages of simple system, definite stress, various structural forms, full play of the advantages of rigid and flexible materials, simple and convenient manufacture, transportation and construction, and good application prospect. When the beam string of the spoke type beam string structure roof is constructed, all the upper beam string are usually installed in place, and then the lower beam string is installed. The upper chord beam of the spoke type beam string structure roof is longer in length, the center of gravity is suspended in the hoisting process, and the roof is easy to deflect and deform.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing an inner ring opening string roof beam hoisting structure can prevent that the upper chord roof beam from warping down and warping in the hoist and mount process.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the inner ring beam string hoisting structure comprises an upper chord member, a plurality of stay cable support rods and an auxiliary hoisting rigging, wherein the top of each stay cable support rod is connected with the upper chord member;
the auxiliary sling comprises a carrying pole, two steel wire ropes connected with the carrying pole and at least two slings, wherein the lower ends of the two steel wire ropes are connected with the carrying pole; the upper ends of the slings are connected with the carrying poles, and the lower ends of the slings are connected with the upper chord members.
Furthermore, the top surface of the shoulder pole is provided with two lifting lugs, the bottom surface of the shoulder pole is provided with at least two lifting lugs, and the steel wire rope is connected with the lifting lugs on the top surface; the sling is connected with the lifting lug on the bottom surface.
Wherein, the sling realizes the connection with the upper chord by winding a circle on the upper chord.
Further, interior ring opening string roof beam hoisting structure still includes two enhancement bracing, and two enhancement bracing are located the both sides of focus department cable vaulting pole respectively, and the lower extreme of strengthening the bracing and being connected with the lower extreme of the cable vaulting pole of focus department, and the upper end of strengthening the bracing is connected with the upper end of the cable vaulting pole of side.
Wherein, the joint of the reinforced inclined strut and the stay bar of the inhaul cable is anchored by a bolt.
Furthermore, the carrying pole is connected with a chain block.
Preferably, there are 4 slings.
Compared with the prior art, the utility model discloses following beneficial effect has:
the utility model skillfully uses the carrying pole as the auxiliary lifting appliance, can increase the stress point of the upper chord beam, leads the upper chord beam to be stressed evenly, and can prevent the upper chord beam from warping and deforming downwards in the lifting process; but also can improve the stability in the hoisting process.
Drawings
Fig. 1 is a schematic structural diagram of the present invention;
FIG. 2 is a schematic view of the shoulder pole;
in the figure: 7-reinforcing inclined strut, 8-chain block, 9-carrying pole, 10-lifting lug, 51-upper chord, 53-inhaul cable supporting rod, 101-steel wire rope, 102-lifting hole, 103-lifting cable and 511-lifting point.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings.
As shown in fig. 1, the utility model discloses an inner ring opening string roof beam hoisting structure, including last chord 51, cable vaulting pole 53 and supplementary rigging, cable vaulting pole 53 has many, and cable vaulting pole 53 upper end is connected with last chord 51, and cable vaulting pole 53 lower extreme is used for being connected with the cable.
The number of the stay rods 53 is set as required, and the stay rods 53 serve to provide an elastic support for the upper chord 51. In general, as the number of stay stays 53 increases, the bending moment and shearing force of the upper chord 51 gradually decrease. But the improvement of the member force is not significant when the number of the stay rods 53 is increased to a certain number. In the present embodiment, the stay rods 53 are spaced apart by 6 m.
In the present embodiment, the upper boom 51 is hoisted by using an auxiliary hoist including a carrying pole 9, two wire ropes 101 connected to the carrying pole 9, and at least two slings 103. The number of slings 103 is set as required, and the number of slings 103 may be increased as appropriate as the length of the upper chord 51 increases, and it is preferable that the number of slings 103 is increased by an even number, for example, 4, 6, etc., in order to balance the center of gravity.
The lower ends of the two steel wire ropes 101 are connected with the carrying pole 9, and the upper ends of the two steel wire ropes 101 can be connected with the same hoisting ring so as to be connected with a crane conveniently. The upper ends of the slings 103 are connected with the carrying poles 9, and the lower ends of the slings 103 are connected with the upper chords.
As shown in fig. 2, two lifting eyes 10 are welded to the top surface of the carrying pole 9, at least two lifting eyes 10 are welded to the bottom surface of the carrying pole 9, and the number of lifting eyes 10 on the bottom surface of the carrying pole 9 is equal to the number of slings 103. The lifting lug 10 has a lifting hole 102. The steel wire rope 101 is connected with the lifting lug 10 on the top surface; the sling 103 is connected to the lifting eye 10 on the bottom surface.
Two reinforcing inclined struts 7 are added during hoisting. The stay 53 at the center of gravity of the beam string 5 is found. Two reinforcing diagonal braces 7 are respectively installed on both sides of the cable stay 53. Strengthen bracing 7 lower extreme and the lower extreme of that guy cable vaulting pole 53 of focus department and be connected, strengthen bracing 7 upper end and the upper end of the guy cable vaulting pole 53 of side and be connected, the node bolt anchor of connection.
The position of the upper chord 51 connected with the stay 53 is used as a hanging point 511, and the sling 103 is wound by one circle at the hanging point 511 on the upper chord 51 to realize the connection with the upper chord 51.
As shown in fig. 1, when two slings 103 are provided, the hanging point 511 connected to the slings 103 is the hanging point 511 on both sides of the cable stay 53 at the center of gravity. In order to conveniently adjust the installation position of the upper chord 51 after hoisting, the carrying pole 9 is connected with a chain block 8.
The utility model skillfully uses the carrying pole as the auxiliary lifting appliance, can increase the stress point of the upper chord beam, leads the upper chord beam to be stressed evenly, and can prevent the upper chord beam from warping and deforming downwards in the lifting process; but also can improve the stability in the hoisting process.
Of course, the present invention can be embodied in many other forms without departing from the spirit or essential attributes thereof, and it should be understood that various changes and modifications can be made by one skilled in the art without departing from the spirit or essential attributes thereof, and that such changes and modifications are intended to be included within the scope of the appended claims.
Claims (7)
1. Interior ring opening string roof beam hoisting structure, its characterized in that: the cable hanging device comprises an upper chord, a plurality of stay cable support rods and an auxiliary cable hanging tool, wherein the tops of the stay cable support rods are connected with the upper chord;
the auxiliary sling comprises a carrying pole, two steel wire ropes connected with the carrying pole and at least two slings, wherein the lower ends of the two steel wire ropes are connected with the carrying pole; the upper ends of the slings are connected with the carrying poles, and the lower ends of the slings are connected with the upper chord members.
2. The inner ring beam string hoisting structure according to claim 1, wherein: the top surface of the shoulder pole is provided with two lifting lugs, the bottom surface of the shoulder pole is provided with at least two lifting lugs, and the steel wire rope is connected with the lifting lugs on the top surface; the sling is connected with the lifting lug on the bottom surface.
3. The inner ring beam string hoisting structure according to claim 1 or 2, wherein: the sling is connected with the upper chord by winding a circle on the upper chord.
4. The inner ring beam string hoisting structure according to claim 1 or 2, wherein: it still includes two enhancement sprags, and two enhancement sprags are located the both sides of focus department cable vaulting pole respectively, and the lower extreme of strengthening the sprag is connected with the lower extreme of the cable vaulting pole of focus department, strengthens the upper end of sprag and is connected with the upper end of the cable vaulting pole of side.
5. The inner ring beam string hoisting structure according to claim 4, wherein: and the joint of the reinforced inclined strut and the stay cable strut is anchored by a bolt.
6. The inner ring beam string hoisting structure according to claim 1, wherein: the carrying pole is connected with a chain block.
7. The inner ring beam string hoisting structure according to claim 1 or 2, wherein: there are 4 slings.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921651664.9U CN210763896U (en) | 2019-09-30 | 2019-09-30 | Inner ring opening string beam hoisting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921651664.9U CN210763896U (en) | 2019-09-30 | 2019-09-30 | Inner ring opening string beam hoisting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210763896U true CN210763896U (en) | 2020-06-16 |
Family
ID=71066086
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921651664.9U Expired - Fee Related CN210763896U (en) | 2019-09-30 | 2019-09-30 | Inner ring opening string beam hoisting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210763896U (en) |
-
2019
- 2019-09-30 CN CN201921651664.9U patent/CN210763896U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110747736B (en) | Rigid skeleton integrated device integrated with lifting appliance and steel reinforcement cage lifting construction method | |
| CN102127972B (en) | Hoisting method | |
| CN202346637U (en) | Holding rod of double-flat-arm spinning self-lifting seat | |
| CN208899886U (en) | Cantilever frame platform | |
| CN206692235U (en) | A kind of steel structure dome lifts by crane erecting device | |
| CN104594696A (en) | Construction method for assembling 1000 kV tangent suspension tower through double holding poles | |
| CN105484503A (en) | Inclined shuttle-shaped space truss hoisting method | |
| CN111719867A (en) | Lower lifting point lifting device and lower lifting point integrated integral lifting method | |
| CN101649683A (en) | Method for hoisting power transmission iron tower by assembly holding pole technology | |
| CN210763896U (en) | Inner ring opening string beam hoisting structure | |
| CN210064895U (en) | Installation hoist of prefabricated unit in space | |
| CN210976318U (en) | Beam string mounting structure of spoke type beam string structure roof | |
| CN212174224U (en) | Hoisting structure of ground is wall steel reinforcement cage even | |
| CN212583278U (en) | Lifting device for lower lifting point | |
| CN210340110U (en) | Two T board hoisting structure of large-span assembled | |
| CN210458987U (en) | Soft temporary pocket hoisting device is changed to jib | |
| CN216515139U (en) | Hoisting device for prefabricated pier stud | |
| CN210888045U (en) | Assembled lifting die | |
| CN220664643U (en) | T-shaped beam steel reinforcement framework lifting appliance | |
| CN211169608U (en) | Hanging basket prismatic sheet hoisting device | |
| CN206735623U (en) | Framework of steel reinforcement hanging apparatus | |
| CN105384054A (en) | Reinforcing cage lifting device | |
| CN212078402U (en) | Horizontal force self-balancing suspension cable hanging roof structure | |
| CN111453630A (en) | Bridge deck crane and using method thereof | |
| CN205222442U (en) | Steel -reinforcement cage hanger |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20200616 |