CN202925542U - Suspension device for reinforcing cage - Google Patents
Suspension device for reinforcing cage Download PDFInfo
- Publication number
- CN202925542U CN202925542U CN 201220552953 CN201220552953U CN202925542U CN 202925542 U CN202925542 U CN 202925542U CN 201220552953 CN201220552953 CN 201220552953 CN 201220552953 U CN201220552953 U CN 201220552953U CN 202925542 U CN202925542 U CN 202925542U
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- CN
- China
- Prior art keywords
- reinforcing cage
- overhang
- reinforcing
- erecting
- inverted trapezoidal
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- 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.)
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Abstract
The utility model discloses a suspension device for a reinforcing cage. The suspension device for the reinforcing cage comprises an inverted trapezoidal plane truss system formed by four steel tubes in a welding mode. Parallel opposite sides of the inverted trapezoidal plane truss system comprises a cross beam and a suspension beam, wherein the cross beam is suspended on a loader, and the suspension beam is used for suspension of the reinforcing cage. Two reinforcing steel bar suspension rings are welded on the top of the cross beam, and a plurality of bolt type snap rings are arranged on the suspension beam.
Description
Technical field
The utility model relates to a kind of erecting by overhang, especially, relates to the erecting by overhang that a kind of filling pile cage of reinforcement uses loader to have bad luck.
Background technology
At present in the deposited reinforced concrete pile work progress, need to concentrate processing in the processing place according to layout principle reinforcing cage, therefore reinforcing cage needs to carry out horizontal transport between a hole of stacking the place and completing, usual method has 2 kinds, a kind of method is by the large platform trailer roping, and reinforcing cage loading and unloading and in place are carried out in the crane cooperation; Another kind method is to select large-scale stepped type crane, stacking the place reinforcing cage of slinging, directly runs to the installation that reinforcing cage is completed in the installation site.Above 2 kinds of methods are in the situation that identical duration, quality, and it is larger that machinery take increase.In view of above reason, need to be by change in the mode of transport, seek a kind of better device, make both constructabilities in place of reinforcing cage, can reduce again the machinery expense and drop into.
The utility model content
Main purpose of the present utility model is to provide a kind of reinforcing cage erecting by overhang, and existing reinforcing cage transfer device construction is made improvements.
Reinforcing cage erecting by overhang of the present utility model, comprise the quadrangular plan system with one group of parallel opposite side that four steel-pipe weldings form, the parallel opposite side of described quadrangular plan system comprises the crossbeam and the hanging beam of hanging reinforcing cage that are hung on loader, the crossbeam welded top has at least one reinforcing bar suspension ring, and hanging beam is provided with a plurality of snap rings.
Preferably, described quadrangular plan system with one group of parallel opposite side is inverted trapezoidal, and this inverted trapezoidal inside has the complex root connecting rod to be welded and fixed with the inverted trapezoidal periphery respectively.
Preferably, described connecting rod is welded and fixed with " people " font and inverted trapezoidal periphery.
Preferably, the crossbeam welded top has 2 reinforcing bar suspension ring, is provided with lifting rope between 2 reinforcing bar suspension ring, and lifting rope one end is by small-sized reinforcing bar suspension ring and beam welding, other end Joining clasp.
Preferably, crossbeam both sides respectively are provided with lifting rope, and an end is by small-sized reinforcing bar suspension ring and beam welding, other end Joining clasp.
Preferably, lifting rope two ends are provided with and are spliced sling, are connected with small-sized reinforcing bar suspension ring and snap ring respectively.
Preferably, it is characterized in that, described snap ring is the bolt type snap ring.
The beneficial effects of the utility model are: changed the mode of having bad luck of reinforcing cage by this device, selected conventional small crane can complete the installation of reinforcing cage, saved mechanical expense.Simultaneously, the distortion that erecting by overhang planar produces by self rigidity opposing handling reinforcing cage, by with reinforcing cage acting in conjunction opposing flexural deformation, and the employing multiple spot is hung on the plane outside, avoid reinforcing cage to produce excessive deformation in the process of having bad luck, guaranteed the Forming Quality of reinforcing cage.
Description of drawings
Fig. 1 is the schematic diagram of the utility model reinforcing cage erecting by overhang.
Fig. 2 is the utility model lifting rope connecting portion split schematic diagram
The specific embodiment
Describe the technical solution of the utility model in detail referring to Fig. 1 and Fig. 2.
as shown in Figure 1, reinforcing cage erecting by overhang of the present utility model is that 4 sections steel cylindrical tube are welded the parallel quadrangular plan framework of one group of opposite side that forms successively, in reality is implemented, take into account rigidity and the weight of this plane framework, this plane framework is preferably the inverted trapezoidal plane, the longer sides on two limits that are parallel to each other of this inverted trapezoidal adopts length and the larger steel cylindrical tube of specification to weld as crossbeam 1 usually, other three limits of this inverted trapezoidal adopt the steel cylindrical tube of specification less to be welded and fixed successively, in this inverted trapezoidal internal plane, add and be welded with complex root steel cylindrical tube connecting rod 3, be welded and fixed with inverted trapezoidal plane framework periphery respectively, with this inverted trapezoidal of further reinforcing plane, in case be out of shape in the process of hanging, in the present embodiment, connecting rod 3 adopts " people " font welding manner to reinforce, the connecting rod 3 of this inverted trapezoidal plane framework and interior welds forms plane frame systems jointly like this.
Between 4,2 U-shaped reinforcing bar suspension ring 4 of 2 U-shaped reinforcing bar suspension ring of described crossbeam 1 welded top and crossbeam 1 both sides respectively are provided with a lifting rope 5 in addition, and lifting rope 5 two ends respectively are provided with and are spliced sling 511 and 512.Wherein lifting rope 5 one ends be spliced sling 511 connecting small-sized reinforcing bar suspension ring 52, these small-sized reinforcing bar suspension ring 52 are with crossbeam 1 welding, lifting rope 5 other ends are spliced sling 512 connecting bolt formula snap rings 6, are free end.
Opposite side steel pipe as crossbeam 1 in this inverted trapezoidal plane framework is hanging beam 2, be provided with as required a plurality of bolt type snap rings 6 on it, these bolt type snap rings 6 are hung on the same muscle of being advocated of acceptance(check) reinforcing cage jointly with the bolt type snap ring 6 that above-mentioned crossbeam 1 both sides lifting rope 5 is connected.
this erecting by overhang keeps flat on ground under normal circumstances, loading shovel pastes ground and moves ahead along establishing U-shaped reinforcing bar suspension ring 4 one sides, 2 bucket tooths of loading shovel are aimed at that U-shaped reinforcing bar suspension ring 4 buckle into and on turn over scraper bowl, erecting by overhang is mentioned slightly, then middle lifting rope 5 free-ended being spliced sling is fixed on iron link plate in loading shovel by bolt type snap ring 6, (loading shovel inside is equipped with the iron link plate of a middle with hole, control by lifting rope length guarantees in the loader walking process that suspension bracket can slippage) form an anti-drop device, steer loader to reinforcing cage is stacked the place, the plural bolt type snap ring 6 of erecting by overhang bottom is hung the muscle of being advocated of required reinforcing cage, again loader is travelled to the appointed place, reinforcing cage is unloaded set level.
Enter the operations such as reinforcing cage installation.
Although reinforcing cage erecting by overhang of the present utility model is described with reference to current instantiation, but those skilled in the art should be realized that, above example is only that the utility model is described, also can make the variation of various equivalences and revise and all will drop in the scope of claims of the present utility model in the situation that do not break away from the utility model spirit.
Claims (8)
1. reinforcing cage erecting by overhang, it is characterized in that, comprise the quadrangular plan system with one group of parallel opposite side that four steel-pipe weldings form, the parallel opposite side of described quadrangular plan system comprises the crossbeam and the hanging beam of hanging reinforcing cage that are hung on loader, the crossbeam welded top has at least one reinforcing bar suspension ring, and hanging beam is provided with a plurality of snap rings.
2. reinforcing cage erecting by overhang as claimed in claim 1, is characterized in that, described quadrangular plan system with one group of parallel opposite side is inverted trapezoidal, and this inverted trapezoidal inside has the complex root connecting rod to be welded and fixed with the inverted trapezoidal periphery respectively.
3. reinforcing cage erecting by overhang as claimed in claim 2, is characterized in that, described connecting rod is welded and fixed with " people " font and inverted trapezoidal periphery.
4. reinforcing cage erecting by overhang as claimed in claim 2, is characterized in that, the crossbeam welded top has 2 reinforcing bar suspension ring, is provided with lifting rope between 2 reinforcing bar suspension ring, and lifting rope one end is by small-sized reinforcing bar suspension ring and beam welding, other end Joining clasp.
5. reinforcing cage erecting by overhang as claimed in claim 4, is characterized in that, crossbeam both sides respectively are provided with lifting rope, and an end is by small-sized reinforcing bar suspension ring and beam welding, other end Joining clasp.
6. reinforcing cage erecting by overhang as described in claim 4 or 5, is characterized in that, lifting rope two ends are provided with and are spliced sling, are connected with small-sized reinforcing bar suspension ring and snap ring respectively.
7. reinforcing cage erecting by overhang as described in any one in claim 1-5, is characterized in that, described snap ring is the bolt type snap ring.
8. reinforcing cage erecting by overhang as claimed in claim 6, is characterized in that, described snap ring is the bolt type snap ring.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220552953 CN202925542U (en) | 2012-10-26 | 2012-10-26 | Suspension device for reinforcing cage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220552953 CN202925542U (en) | 2012-10-26 | 2012-10-26 | Suspension device for reinforcing cage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202925542U true CN202925542U (en) | 2013-05-08 |
Family
ID=48215518
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220552953 Expired - Fee Related CN202925542U (en) | 2012-10-26 | 2012-10-26 | Suspension device for reinforcing cage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202925542U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107605100A (en) * | 2017-10-19 | 2018-01-19 | 精工工业建筑系统有限公司 | A kind of assembling truss purlin system and manufacture craft |
| CN110304542A (en) * | 2019-07-04 | 2019-10-08 | 中铁十四局集团第四工程有限公司 | A kind of pile foundation steel bar cage erecting by overhang |
-
2012
- 2012-10-26 CN CN 201220552953 patent/CN202925542U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107605100A (en) * | 2017-10-19 | 2018-01-19 | 精工工业建筑系统有限公司 | A kind of assembling truss purlin system and manufacture craft |
| CN110304542A (en) * | 2019-07-04 | 2019-10-08 | 中铁十四局集团第四工程有限公司 | A kind of pile foundation steel bar cage erecting by overhang |
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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: 20130508 Termination date: 20201026 |