CN202338106U - Wall-body hoisting ring of cantilever discharging platform - Google Patents
Wall-body hoisting ring of cantilever discharging platform Download PDFInfo
- Publication number
- CN202338106U CN202338106U CN2011205152750U CN201120515275U CN202338106U CN 202338106 U CN202338106 U CN 202338106U CN 2011205152750 U CN2011205152750 U CN 2011205152750U CN 201120515275 U CN201120515275 U CN 201120515275U CN 202338106 U CN202338106 U CN 202338106U
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- China
- Prior art keywords
- wall
- discharging platform
- suspension ring
- stock
- hoisting ring
- 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
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Abstract
The utility model relates to a wall-body hoisting ring of a cantilever discharging platform. The wall-body hoisting ring comprises a hoisting ring main body and nuts, wherein the hoisting ring main body comprises a ring part connected with a diagonal steel wire rope, and a straight rod part connected with the ring part into a whole; the straight rod part consists of a long rod and a short rod which are welded; and the tail end of the long rod penetrates through a wall penetrating hole in a structure frame to the inner side of the structure frame and is in threaded connection with the nuts. The wall-body hoisting ring is characterized in that the wall penetrating hole in the structure frame is internally provided with a reserved sleeve; the long rod and the short rod penetrate in the reserved sleeve; and wood wedges are padded at two sides of the long rod and the short rod in the reserved sleeve. The wall-body hoisting ring has the advantages that due to the wall penetrating hole preserved in the building structure construction process, the welded section of a pulled rod piece is completely placed in the wall penetrating hole, further a good pulled state of a whole system is guaranteed, and the stress of curved scissors is avoided, so that the collapse risk of the cantilever discharging platform, existing for years, is fundamentally eliminated, and the safe use of the cantilever discharging platform is realized.
Description
Technical field
The utility model relates to a kind of body of wall suspension ring connected system.
Background technology
Material in the high-building construction process generally all will cooperate pillar crane to realize vertical transport through the overhanging type discharging platform; Because the overhanging type discharging platform could cooperate pillar crane work beyond must being in building; Therefore an end of overhanging type discharging platform is shelved on the structural framing of building; The other end then need cooperate the suspension ring connector that load transfer is gone to the structural framing of building through oblique rollering steel silk rope, suspension ring just must be set on the structural framing of building like this realize.
For many years traditional suspension ring technology is that the reinforcing bar welding production is become suspension ring main body (the suspension ring main body is divided into annulus part and straight bar part two parts); Then the straight bar part of suspension ring main body is partly passed behind the body of wall with the fastening (see figure 2) of nut; The straight bar part of suspension ring main body is as tension member; Suddenly the production safety accident of fracture in use takes place easily, and causes casualties and property loss.Cause the reason of this type of accident that two aspects are arranged; The first, the preceding bearing of overhanging type discharging platform is all by being drawn design; And that traditional way must make tension member curved scissors occur is stressed (owing to receive the influence of annulus part and straight bar part welded seam length requirement; Must cause the straight bar part of certain-length to encorbelment outside structural framing, it is stressed to make the script tension member become curved scissors); The second, welding will inevitably make tension member dangerous fracture zone occur, and traditional way must make dangerous fracture zone under the effect of curved scissors power, be in the least favorable position.
The utility model content
The purpose of the utility model provides a kind of discharging platform body of wall suspension ring of encorbelmenting, and solve the technical problem that traditional body of wall suspension ring connector ruptures suddenly easily.
For realizing above-mentioned purpose; The utility model adopts following technical scheme: a kind of discharging platform body of wall suspension ring of encorbelmenting; Include suspension ring main body and nut; Said suspension ring main body comprises annulus part that is connected with oblique rollering steel silk rope and the straight bar part that partly is connected as a single entity with annulus, and said straight bar part is made up of stock and quarter butt, welds between stock and the quarter butt; The end of stock passes the inboard of wall-through hole to the structural framing on the structural framing and is connected with nut thread; It is characterized in that: be provided with a reservation sleeve pipe in the wall-through hole on the said structural framing, said stock and quarter butt all are through to be reserved in the sleeve pipe, and stock and the both sides of quarter butt reserved in the sleeve pipe are lined with timber wedge.
Be with packing ring on the stock between said nut and the structural framing.
Said nut is a double nut.
Said suspension ring main body is to be processed by the Q235 round steel more than the diameter 25mm.
Said stock is descending at last, quarter butt.
Said stock and quarter butt adopt double welding, and fusion length is not less than 150mm.
Said reservation sleeve pipe can be the above pvc pipe of diameter 60mm.
Compared with prior art the utlity model has following characteristics and beneficial effect: the wall-through hole of the utility model through reserving in the building structure construction process; Be placed on the welding section of tension member in the wall-through hole fully; And then guarantee that total system is in good tension state, avoided the stressed appearance of curved scissors.Total system is drawn, and has fundamentally eliminated the risk that collapses that the overhanging type discharging platform exists for many years, has realized the safe handling of overhanging type discharging platform, and has without prejudice to overhanging type discharging platform original design, simple to operate, economical and practical characteristics.
When the utility model is applicable to high-building construction, material overhanging type discharging platform and building oblique rope stress point outside the building fixing.Said suspension ring main body, reserve the anchor connection that sleeve pipe and nut can be realized the structural framing in high-building construction overhanging type discharging platform and the building easily, can restrict Load Transfer with bearing before the overhanging type discharging platform to building through the oblique rollering steel silk simultaneously.
Description of drawings
Below in conjunction with accompanying drawing the utility model is done further detailed explanation.
Fig. 1 is the sketch map that the overhanging type discharging platform is connected with the structural framing of building.
Fig. 2 is the sketch map that suspension ring adopt traditional approach to be connected with the structural framing of building.
Fig. 3 is the structural representation of the utility model.
Fig. 4 is straight bar part and the sectional schematic diagram of reserving the sleeve pipe junction.
Reference numeral: 1-suspension ring main body, 2-annulus part, 3-stock, 4-quarter butt, 5-reserve sleeve pipe, 6-timber wedge, 7-packing ring, 8-nut, 9-structural framing, 10-oblique rollering steel silk rope, 11-landing slab, 12-guard rail, 13-stop part.
The specific embodiment
Embodiment is referring to Fig. 1, Fig. 3, shown in Figure 4; This discharging platform body of wall suspension ring of encorbelmenting; Include suspension ring main body 1 and nut 8; Said suspension ring main body 1 is to be processed by the Q235 round steel more than the diameter 25mm, comprises annulus part 2 that is connected with oblique rollering steel silk rope 10 and the straight bar part that partly is connected as a single entity with annulus, and said straight bar part is made up of stock 3 and quarter butt 4; Welding between stock 3 and the quarter butt 4, the end of stock 3 are passed the inboard of wall-through hole to the structural framing 9 on the structural framing 9 and are threaded with nut 8.Be provided with a reservation sleeve pipe 5 in the wall-through hole on the said structural framing 9; This reserves sleeve pipe 5 is the above pvc pipe of diameter 60mm; Said stock 3 all is through with quarter butt 4 and reserves (welding portion that is the suspension ring main body is embedded in the reservation sleeve pipe) in the sleeve pipe 5; And the stock 3 in the reservation sleeve pipe 5 and the both sides of quarter butt 4 are lined with timber wedge 6, and timber wedge 6 can prevent the rotation of suspension ring main body.Said stock 3 is descending at last, quarter butt 4, and stock 3 adopts double welding with quarter butt 4, and fusion length is not less than 150mm.In the present embodiment, nut 8 is a double nut, is with the packing ring 7 of 100mm * 100mm * 10mm on the stock 3 between nut 8 and the structural framing 9.
Traditional body of wall suspension ring connected system is as shown in Figure 2, and the A place is dangerous fracture zone among the figure, and dangerous fracture zone is in the curved scissors stress in structural framing 9 outsides.And after having adopted the utility model, referring to Fig. 3, dangerous fracture zone is arranged on to be reserved in the sleeve pipe 5, is in tension state, has avoided shearing action, so given full play of the examining tensile behavior of suspension ring main bodys.
Referring to Fig. 1, be connected with oblique rollering steel silk rope 10 between overhanging type discharging platform and the structural framing 9, the overhanging type discharging platform includes landing slab 11 and guard rail 12, and is provided with stop part 13 between the bottom surface of landing slab 11 and the structural framing 9.
Claims (7)
1. discharging platform body of wall suspension ring of encorbelmenting; Include suspension ring main body (1) and nut (8); Said suspension ring main body comprises annulus part (2) that is connected with oblique rollering steel silk rope (10) and the straight bar part that partly is connected as a single entity with annulus; Said straight bar part is made up of stock (3) and quarter butt (4); Welding between stock (3) and the quarter butt (4), the end of stock (3) are passed the inboard of wall-through hole to the structural framing (9) on the structural framing (9) and are threaded with nut (8), it is characterized in that: be provided with a reservation sleeve pipe (5) in the wall-through hole on the said structural framing (9); Said stock (3) and quarter butt (4) all are through to be reserved in the sleeve pipe (5), and stock (3) and the both sides of quarter butt (4) reserved in the sleeve pipe (5) are lined with timber wedge (6).
2. the discharging platform body of wall suspension ring of encorbelmenting according to claim 1 is characterized in that: be with packing ring (7) on the stock (3) between said nut (8) and the structural framing (9).
3. the discharging platform body of wall suspension ring of encorbelmenting according to claim 1 is characterized in that: said nut (8) is a double nut.
4. the discharging platform body of wall suspension ring of encorbelmenting according to claim 1 is characterized in that: said suspension ring main body (1) is to be processed by the Q235 round steel more than the diameter 25mm.
5. the discharging platform body of wall suspension ring of encorbelmenting according to claim 1 is characterized in that: said stock (3) is descending at last, quarter butt (4).
6. the discharging platform body of wall suspension ring of encorbelmenting according to claim 1 is characterized in that: said stock (3) adopts double welding with quarter butt (4), and fusion length is not less than 150mm.
7. the discharging platform body of wall suspension ring of encorbelmenting according to claim 1 is characterized in that: said reservation sleeve pipe (5) is the above pvc pipe of diameter 60mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011205152750U CN202338106U (en) | 2011-12-12 | 2011-12-12 | Wall-body hoisting ring of cantilever discharging platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011205152750U CN202338106U (en) | 2011-12-12 | 2011-12-12 | Wall-body hoisting ring of cantilever discharging platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202338106U true CN202338106U (en) | 2012-07-18 |
Family
ID=46486799
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011205152750U Expired - Fee Related CN202338106U (en) | 2011-12-12 | 2011-12-12 | Wall-body hoisting ring of cantilever discharging platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202338106U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104164970A (en) * | 2014-07-04 | 2014-11-26 | 中建四局第一建筑工程有限公司 | Construction method and device for recycled steel wire rope pull ring |
| CN107313597A (en) * | 2017-08-28 | 2017-11-03 | 安徽宝业建工集团有限公司 | Modularization ready-package discharging platform for assembled architecture |
-
2011
- 2011-12-12 CN CN2011205152750U patent/CN202338106U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104164970A (en) * | 2014-07-04 | 2014-11-26 | 中建四局第一建筑工程有限公司 | Construction method and device for recycled steel wire rope pull ring |
| CN107313597A (en) * | 2017-08-28 | 2017-11-03 | 安徽宝业建工集团有限公司 | Modularization ready-package discharging platform for assembled architecture |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120718 Termination date: 20131212 |