CN206590759U - Adjustable precast beam reinforced bar skeleton suspender - Google Patents
Adjustable precast beam reinforced bar skeleton suspender Download PDFInfo
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- CN206590759U CN206590759U CN201720185033.7U CN201720185033U CN206590759U CN 206590759 U CN206590759 U CN 206590759U CN 201720185033 U CN201720185033 U CN 201720185033U CN 206590759 U CN206590759 U CN 206590759U
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- Prior art keywords
- shoulder pole
- lifting
- girder
- girders
- main
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 36
- 239000010959 steel Substances 0.000 claims abstract description 36
- 239000000725 suspension Substances 0.000 claims description 7
- 239000000203 mixture Substances 0.000 claims description 3
- 230000000630 rising effect Effects 0.000 claims 1
- 230000002787 reinforcement Effects 0.000 abstract description 24
- 238000000034 method Methods 0.000 abstract description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 229910000679 solder Inorganic materials 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model is related to a kind of adjustable precast beam reinforced bar skeleton suspender, and it is included provided with a pair of lifting bolts above a main shoulder pole girder, main shoulder pole girder, and a pair of lifting bolts are provided with lifting rope；It is provided with below the main shoulder pole girder on multiple lifting bolts, each lifting bolt and is hung with a double combination shoulder pole；Described pair of combination shoulder pole is mainly made up of two grades of shoulder pole girders and cross shoulder pole, three lifting bolts are uniformly provided with two grades of shoulder pole girders, connected positioned at the middle lifting bolt lifting bolt corresponding with below main shoulder pole girder by lifting rope, cross shoulder pole is respectively connected with the lifting bolt at two ends；The three-level shoulder pole girder that the cross shoulder pole is arranged by two central crossbars is constituted, and the central intersection point of two three-level shoulder pole girders is connected by the lifting bolt on two grades of shoulder pole girders.This suspender can lift the framework of steel reinforcement of different structure size, it is ensured that framework of steel reinforcement is sling and uniform stressed, steady movement in transport process.
Description
Technical field
The utility model is related to the suspender of building trade, and in particular to a kind of adjustable precast beam reinforced bar skeleton suspender.
Background technology
With the implementation of national highway, railway network planning construction, newly building bridge project is growing day by day, has greatly driven bridge
The development of the prefabricated industry of beam beam slab.Simultaneously because the complexity of engineering, can often be designed in an engineering project polytype and
The bridge of physical dimension, and colligation shaping framework of steel reinforcement rigidity it is small, easily deform, this to brought in work progress it is many not
Just, especially it is embodied in the hoisting process of precast bridge plate framework of steel reinforcement.
At present, the single fixation of hanger structure form of many precast beams, running into various sizes of framework of steel reinforcement needs to hang
During fortune, suffer from the limitation of suspender, framework of steel reinforcement easily occur unbalance stress, fall apart, tilt, off normal situations such as, influence steel
Muscle skeleton forming quality, may also result in when serious and does over again or security incident.
Utility model content
For above-mentioned technical problem, the purpose of this utility model is that providing a kind of adjustable precast beam reinforced bar skeleton hangs
Tool, this suspender can lift the framework of steel reinforcement of different structure size, it is ensured that framework of steel reinforcement sling with uniform stressed in transport process,
It is steady mobile, it effectively prevent the dangerous situation such as fall apart, tilt.
To achieve the above object, technical solution adopted in the utility model is：
A kind of adjustable precast beam reinforced bar skeleton suspender, it is characterised in that：It includes a horizontally disposed main shoulder pole
Provided with a pair of lifting bolts above beam, the main shoulder pole girder, a pair of lifting bolts, which are provided with, to be used to be connected with crane gear suspension hook
Lifting rope；It is uniformly provided with below the main shoulder pole girder on multiple lifting bolts, each lifting bolt and is hung with a double combination
Shoulder pole；
Described pair of combination shoulder pole is mainly made up of two grades of shoulder pole girders and cross shoulder pole, is uniformly provided with two grades of shoulder pole girders
Three lifting bolts, are connected, position positioned at the middle lifting bolt lifting bolt corresponding with below main shoulder pole girder by lifting rope
In being respectively connected with cross shoulder pole on the lifting bolt at two ends；The three-level shoulder pole girder that the cross shoulder pole is arranged by two central crossbars
Composition, the central intersection point of two three-level shoulder pole girders is connected by the lifting bolt on two grades of shoulder pole girders；Every three-level shoulder pole girder
Two ends and middle part be equipped with lifting rope.
The main shoulder pole girder, two grades of shoulder pole girders and three-level shoulder pole girder are hollow square steel.
The beneficial effects of the utility model are：
1st, the utility model suspender can lift the framework of steel reinforcement of different structure size, it is ensured that framework of steel reinforcement is sling and transported
During uniform stressed, steady mobile, effectively prevent the dangerous situation such as fall apart, tilt.With conventional structure type is single hangs
Tool is compared, and this suspender can adjust length, the width of suspender according to actual framework of steel reinforcement size, realize the controllability of suspension centre, protect
Card framework of steel reinforcement sling with transport process, uniform stressed, it is steady mobile, be not in the dangerous situation such as to fall apart or tilt, really
The safety and quality protected in work progress.This suspender is based on cross shoulder pole, and double combinations can be carried out by being aided with shoulder pole girder and lifting rope
With multigroup charge-coupled dress, can handling various structures size framework of steel reinforcement.The utility model can be avoided in precast beam framework of steel reinforcement
During handling, influenceed by suspender length, width or suspension centre, cause framework of steel reinforcement unbalance stress, caused solder joint, the fracture of colligation point, go out
Now tilt, fall apart, off normal, deformation situations such as；This suspender can freely be adjusted and hung within the specific limits according to the width of framework of steel reinforcement
Point, while also according to the length of framework of steel reinforcement one or more cross shoulder poles can be selected to be applied in combination.
2nd, suspender is compact, light：The foldable gathering of cross shoulder pole, after gathering can it is overlapping with other shoulder pole girders stack together with,
Occupy little space.
3rd, there is simple in construction, convenient transportation, can be assembled at the scene and save the plenty of time.
Brief description of the drawings
Fig. 1 is overall structure diagram of the present utility model.
Fig. 2 is the overall structure diagram of double combination shoulder poles.
Fig. 3 is the overall structure diagram of cross shoulder pole.
In figure：1- lifting ropes, 2- lifting bolts, the main shoulder pole girders of 3-, bis- grades of shoulder pole girders of 4-, 5- three-level shoulder pole girders.
Embodiment
In order to more fully understand the utility model, the technical solution of the utility model is done with reference to embodiment and accompanying drawing
Further instruction（As Figure 1-3）.
A kind of adjustable precast beam reinforced bar skeleton suspender, it includes a horizontally disposed main shoulder pole girder 3, and the master is flat
The top of spreader beam 3 is provided with the lifting rope 1 for being used for being connected with crane gear suspension hook provided with a pair of lifting bolts 2, a pair of lifting bolts 2；
The lower section of main shoulder pole girder 3 is uniformly provided with multiple lifting bolts 2,（The lower section of main shoulder pole girder 3）Hung on each lifting bolt 2
Hang with a double combination shoulder pole；
Described pair of combination shoulder pole is mainly made up of two grades of shoulder pole girders 4 and cross shoulder pole, is uniformly set on two grades of shoulder pole girders 4
There are three lifting bolts 2, lifting rope 1 is passed through positioned at middle lifting bolt 2 lifting bolt 2 corresponding with the main lower section of shoulder pole girder 3
Connection, cross shoulder pole is respectively connected with the lifting bolt 2 at two ends；The cross shoulder pole arranged by two central crossbars three
Level shoulder pole girder 5 is constituted, and the central intersection point of two three-level shoulder pole girders 5 is connected by the lifting bolt 2 on two grades of shoulder pole girders 4（I.e.
Lifting bolt 2 is also cross the end of two grades of shoulder pole girders 4 and the central intersection point of two three-level shoulder pole girders 5）；Every three-level is flat
The two ends and middle part of spreader beam 5 are equipped with lifting rope 1（That is the center intersection point of cross shoulder pole and four ends is equipped with lifting rope 1）.
The main shoulder pole girder 3, two grades of shoulder pole girders 4 and three-level shoulder pole girder 5 are hollow square steel.
The making embodiment of the present embodiment：Made and assembled using materials such as hollow square steel, lifting bolt 2 and lifting ropes 1
Adjustable precast beam reinforced bar skeleton suspender, it includes：Cross shoulder pole, main shoulder pole girder 3, double combination shoulder poles.Cross shoulder pole：Two
Length is 4 meters of 80mm*80mm hollow square steels, and centre connects crosswise by lifting bolt 2, and intersecting angle can be according to reality
Situation is adjusted.Two grades of shoulder pole girders 4：Length is 5 meters of 100mm*100mm hollow square steels, sets three lifting bolts 2 to distinguish
The composition that is connected with main shoulder pole girder 3 and cross shoulder pole is double to combine shoulder pole.Main shoulder pole girder 3：Hollow side is thickeied using 100mm*100mm
Steel or other section steel manufactures, at interval of 8 meters or so one lifting bolts 2 of setting on the downside of square steel, by lifting bolt 2 and lifting rope 1 with
Double combination shoulder poles are connected, the framework of steel reinforcement for lifting by crane overlength.The suspension centre according to needed for framework of steel reinforcement selects appropriate number of pair of group
Shoulder pole is closed, many combination shoulder poles are formed.
The workflow of the present embodiment：（1）Material prepares：Choose intact, non-corroding situation 100mm*100mm and
80mm*80mm hollow square steels, it is ensured that its tension and shear behavior, some lifting bolts 2 and lifting rope 1.（2）Each shoulder pole is made respectively
Beam.（3）Suspender is assembled and selected：1. the framework of steel reinforcement of length and width less than 5 meters can be used directly cross shoulder pole and carry out handling；
2. length is 10 meters or so of framework of steel reinforcement, can select double combination shoulder poles and carries out handling；3. length be 15 ~ 30 meters, 5 meters of width with
Interior framework of steel reinforcement, the adjustable precast beam reinforced bar skeleton suspender that can select the present embodiment carries out handling.（4）Handling hanging object：
According to the suitable combination shoulder pole of framework of steel reinforcement length selection, further according to the angle of the width adjusting cross shoulder pole of framework of steel reinforcement, profit
Selected suspender is sling in half vacant state with the lifting appliance in precasting yard, then with the lifting rope under cross shoulder pole by steel
The suspension centre of muscles and bones frame is fixed, and straddle truck slowly lifts lifting hanging object.
It is described above be only Application Example of the present utility model, can not be limited certainly with this utility model it
Interest field, therefore the equivalence changes made according to present utility model application the scope of the claims, still belong to protection domain of the present utility model.
Claims (2)
1. a kind of adjustable precast beam reinforced bar skeleton suspender, it is characterised in that：It includes a horizontally disposed main shoulder pole girder
（3）, the main shoulder pole girder（3）Top is provided with a pair of lifting bolts（2）, a pair of lifting bolts（2）Being provided with is used to reset with rising
The lifting rope that standby suspension hook is connected（1）；The main shoulder pole girder（3）Lower section is uniformly provided with multiple lifting bolts（2）, each lifting bolt
（2）On be all hung with a double combination shoulder pole；
Described pair of combination shoulder pole is main by two grades of shoulder pole girders（4）Constituted with cross shoulder pole, two grades of shoulder pole girders（4）On uniformly set
There are three lifting bolts（2）, positioned at middle lifting bolt（2）With main shoulder pole girder（3）The corresponding lifting bolt in lower section（2）It is logical
Cross lifting rope（1）Connection, the lifting bolt positioned at two ends（2）On be respectively connected with cross shoulder pole；The cross shoulder pole is by two centers
The three-level shoulder pole girder of arranged crosswise（5）Composition, two three-level shoulder pole girders（5）Central intersection point pass through two grades of shoulder pole girders（4）On
Lifting bolt（2）Connection；Every three-level shoulder pole girder（5）Two ends and middle part be equipped with lifting rope（1）.
2. adjustable precast beam reinforced bar skeleton suspender according to claim 1, it is characterised in that：The main shoulder pole girder
（3）, two grades of shoulder pole girders（4）With three-level shoulder pole girder（5）It is hollow square steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720185033.7U CN206590759U (en) | 2017-02-28 | 2017-02-28 | Adjustable precast beam reinforced bar skeleton suspender |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720185033.7U CN206590759U (en) | 2017-02-28 | 2017-02-28 | Adjustable precast beam reinforced bar skeleton suspender |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206590759U true CN206590759U (en) | 2017-10-27 |
Family
ID=60126451
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720185033.7U Expired - Fee Related CN206590759U (en) | 2017-02-28 | 2017-02-28 | Adjustable precast beam reinforced bar skeleton suspender |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206590759U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108007790A (en) * | 2018-01-05 | 2018-05-08 | 沈阳建筑大学 | A kind of assembled girder steel monolithic stability experiment load loading device and method |
| CN109653424A (en) * | 2018-12-30 | 2019-04-19 | 北京首钢建设集团有限公司 | It is a kind of using shoulder pole girder as switching suspender roof purline installation method |
| CN109850767A (en) * | 2019-03-14 | 2019-06-07 | 武汉理工大学 | A kind of full-automatic cross connecting rod avoidance crane |
| CN110948929A (en) * | 2019-12-31 | 2020-04-03 | 福州大学 | Plane distribution load-sharing pressure device and use method thereof |
| CN112678675A (en) * | 2020-12-25 | 2021-04-20 | 上海宝冶集团有限公司 | Hoisting device |
-
2017
- 2017-02-28 CN CN201720185033.7U patent/CN206590759U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108007790A (en) * | 2018-01-05 | 2018-05-08 | 沈阳建筑大学 | A kind of assembled girder steel monolithic stability experiment load loading device and method |
| CN109653424A (en) * | 2018-12-30 | 2019-04-19 | 北京首钢建设集团有限公司 | It is a kind of using shoulder pole girder as switching suspender roof purline installation method |
| CN109850767A (en) * | 2019-03-14 | 2019-06-07 | 武汉理工大学 | A kind of full-automatic cross connecting rod avoidance crane |
| CN109850767B (en) * | 2019-03-14 | 2020-08-04 | 武汉理工大学 | Full-automatic cross connecting rod obstacle avoidance crane |
| CN110948929A (en) * | 2019-12-31 | 2020-04-03 | 福州大学 | Plane distribution load-sharing pressure device and use method thereof |
| CN112678675A (en) * | 2020-12-25 | 2021-04-20 | 上海宝冶集团有限公司 | Hoisting device |
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| 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: 20171027 |