CN207618879U - Horizontal hanging beam hoisting structure - Google Patents
Horizontal hanging beam hoisting structure Download PDFInfo
- Publication number
- CN207618879U CN207618879U CN201721768166.3U CN201721768166U CN207618879U CN 207618879 U CN207618879 U CN 207618879U CN 201721768166 U CN201721768166 U CN 201721768166U CN 207618879 U CN207618879 U CN 207618879U
- Authority
- CN
- China
- Prior art keywords
- lifting lug
- spandrel girder
- shackle
- hanging beam
- 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.)
- Active
Links
Landscapes
- Load-Engaging Elements For Cranes (AREA)
Abstract
The utility model discloses a kind of horizontal hanging beam hoisting structures, belong to lifting construction equipment, its technical solution will include upending frame, hoist cable, spandrel girder, described hoist cable one end is connected with upending frame, the other end is connected with hoist cable, and the spandrel girder is horizontal positioned, and the hoist cable includes end lifting lug, Lifting Lug, shackle, relative position between the end lifting lug, Lifting Lug and spandrel girder remains unchanged, and is detachably connected between the shackle and end lifting lug or Lifting Lug.In hoisting heavy, according to the actual weight of weight, adjusts shackle and hold the relative position relation between lifting lug or Lifting Lug.If the actual weight of weight is very big, then on the basis of shackle is connected with end lifting lug, it is further added by the quantity that shackle is connected with Lifting Lug, so that the stress point acted on spandrel girder is more, external force when convenient for that will be promoted it is evenly dispersed to spandrel girder everywhere, to reduce the case where shaking or inclination that spandrel girder occurs in lifting due to unbalance stress, its is made to stablize promotion.
Description
Technical field
The utility model is related to lifting construction apparatus field, more particularly to a kind of horizontal hanging beam hoisting structure.
Background technology
Concrete-steel Beam is especially bridge construction in construction building, needs to use a large amount of concrete-steel Beam, transport
When these concrete-steel Beams, the self-characteristic based on concrete-steel Beam：Across footpath is big, weight weight, when lifting, if the impetus of external force
On the concrete face both ends of concrete-steel Beam, then concrete face is easy to happen deformation in loading process, causes the matter of concrete-steel Beam
Amount is impaired.
Currently, way common in industry is connected with the both ends of concrete-steel Beam using suspension hook so that concrete-steel Beam
It is limited, then lifting hook, suspension hook drives concrete-steel Beam to rise, is mobile.
Currently, the Chinese patent that notification number is CN201381166Y discloses a kind of hanging-point adjustable transverse hanging beam, it includes
Fixation suspension hook, a pair of of adjustable suspension hook in horizontal hanging beam both sides is arranged in horizontal hanging beam, and adjustable suspension hook is located at fixation and hangs
On the inside of hook.
In use, adjustable suspension hook is first-class apart from phase in I-shaped channel steel for this hanging-point adjustable transverse hanging beam
To sliding.Since concrete-steel Beam is from great, during lifting, adjustable suspension hook stress is easy in I-shaped channel steel
Upper sliding influences the stability of lifting.
Utility model content
The purpose of this utility model is to provide a kind of horizontal hanging beam hoisting structure, during lifting, suspension hook and I-groove
The possibility that relative displacement occurs between steel is small.
The above-mentioned technical purpose of the utility model technical scheme is that：
A kind of horizontal hanging beam hoisting structure, including upending frame, hoist cable, spandrel girder, described hoist cable one end are connected with upending frame, separately
One end is connected with spandrel girder, and the spandrel girder is horizontal positioned, and the hoist cable includes end lifting lug, Lifting Lug, shackle, and the end is hung
Relative position between ear, Lifting Lug and spandrel girder remains unchanged, removable between the shackle and end lifting lug or Lifting Lug
Unload connection.
By using above-mentioned technical proposal, in hoisting heavy, according to the actual weight of weight, shackle and end lifting lug are adjusted
Or the relative position relation between Lifting Lug.It, only need to be by the end lifting lug of shackle and both ends if the actual weight of weight is smaller
It is connected, the promotion to weight can be completed；If the actual weight of weight is very big, on the basis that shackle is connected with end lifting lug
On, it is further added by the quantity that shackle is connected with Lifting Lug so that the stress point acted on spandrel girder is more, when convenient for that will be promoted
External force it is evenly dispersed to spandrel girder everywhere, to reduce shaking that spandrel girder occurs in lifting due to unbalance stress or inclined
Situation makes it stablize and is promoted.Simultaneously as being connected between shackle and end lifting lug, Lifting Lug, shackle is hung by end lifting lug, top
Ear limits, and is not susceptible to slide.
Further setting：The end lifting lug is located at the both ends of spandrel girder at least provided at two.
By using above-mentioned technical proposal, end lifting lug is arranged at spandrel girder both ends so that end lifting lug is held under stressing conditions
Weight beam is integrally at horizontality.
Further setting：The Lifting Lug is located at the centre position of spandrel girder, between the Lifting Lug mutually close to
Setting.
More hoist cables can be connected with Lifting Lug, be made when using Lifting Lug by using above-mentioned technical proposal
The bonding strength obtained at Lifting Lug is reliable.
Further setting：The end lifting lug and Lifting Lug are respectively directed to the both sides of spandrel girder, wherein end lifting lug is directed toward ground
Face, Lifting Lug, which is directed toward, deviates from ground direction.
By using above-mentioned technical proposal, Lifting Lug is used to bear to be directed toward the pulling force away from ground direction, and end lifting lug is used
In the pulling force for bearing to be directed toward ground.
Further setting：The shackle includes fixed block, button, and the fixed block is connected with end lifting lug or Lifting Lug,
Fastening nail is removably connected between the button and fixed block.
By using above-mentioned technical proposal, in actual use, the setting of fixed block can make for fixed block and button
The link position protrusion spandrel girder surface of shackle so that unload and be buckled in more convenient in disassembly process, be not easy to send out between spandrel girder
Life is collided with.
Further setting：The button is set as the ring-type with opening, and the open card of the button is embedded on fixed block,
The fastening nail runs through button and fixed block.
It is detachable between button and fixed block by using above-mentioned technical proposal, when button usage time is long, it is worn
Afterwards, the button that can more renew, the reliable purpose of self-strength to reach each button.
Further setting：The fixed block is set as cube, and any one end is equipped with ennation on vertical direction, described
Ennation is located at fixed block both sides.
By using above-mentioned technical proposal, ennation is used to increase the connection area between fixed block, and is set in both sides
It sets, can make fixed block both sides uniform force, it is excessive and collide between spandrel girder that fixed block is not susceptible to side stress.
Further setting：Connecting plate is equipped between two ennations, the connecting plate is for opposite between improving ennation
The position degree of reliability.
By using above-mentioned technical proposal, in the ennation stress of fixed block both sides, if the independent stress of ennation, due to
The shape very little of ennation itself, so ennation is easy to happen deformation under the action of high strength tension, cause part by
Damage.After being connected the ennation of both sides using connecting plate, both sides ennation receives connecting plate connection, outer on ennation
Power can be transferred at connecting plate, achieve the purpose that disperse external force.
Further setting：The shackle includes at least two kinds of specifications, and the bearing capacity for the shackle being connected with end lifting lug is smaller,
The bearing capacity for the shackle being connected with Lifting Lug is larger.
By using above-mentioned technical proposal, the bearing capacity of lifting lug is held to be located at spandrel girder both ends, if the weight mistake of carrying
Greatly, then it during lifting, is easy to happen caused by spandrel girder both ends stress is excessive, centre position stress is smaller and bends situation.
Preferably, the middle section vertical height highest of the spandrel girder, the vertical height at the spandrel girder both ends are small
Size in load-bearing middle section.
By using above-mentioned technical proposal, the thickness of spandrel girder middle section is thicker, and intermediate portion is as main load
Part, self-strength is higher, does not easily cause the case where stress is lost.
In conclusion the utility model has the advantages that：
1, can be during lifting, the actual weight of hoisting heavy as needed adjusts shackle and end lifting lug or top
Opposite connection relation between lifting lug；
2, during lifting by crane, horizontal hanging beam itself can keep stable promotion state, be not easy to occur because of unbalance stress
It shakes.
Description of the drawings
Fig. 1 is the general structure schematic diagram for embodying relative position relation between upending frame and spandrel girder in embodiment 1；
Fig. 2 is the structural schematic diagram for embodying spandrel girder in embodiment 1；
Fig. 3 is the structural representation of relative position relation between the fixed block for being used to embody Lifting Lug in embodiment 1, shackle
Figure；
Fig. 4 is the structural schematic diagram for embodying end lifting lug in embodiment 1.
In figure, 1, upending frame；2, hoist cable；3, spandrel girder；4, lifting lug is held；5, Lifting Lug；6, shackle；61, button；62、
Fastening nail；7, fixed block；71, ennation；72, connecting plate.
Specific implementation mode
The utility model is described in further detail below in conjunction with attached drawing.
Wherein identical parts are presented with like reference characters.It should be noted that word used in the following description
Language "front", "rear", "left", "right", "up" and "down" refer to the direction in attached drawing, word " bottom surface " and " top surface ", "inner" and
"outside" refers respectively to the direction towards or away from geometric center of specific component.
Embodiment 1：A kind of horizontal hanging beam hoisting structure, as shown in Figure 1, including upending frame 1, hoist cable 2, spandrel girder 3, upending frame
1 inclined isosceles acute triangle setting, 2 one end of hoist cable are connected with upending frame 1, and positioned at the corner position of upending frame 1；Separately
One end is connected with spandrel girder 3.
As shown in Fig. 2, spandrel girder 3 is horizontal positioned, whole spandrel girder 3 is in bar shaped, is limited on upending frame 1 by hoist cable 2.It holds
With the winding of hoist cable 2 movement on vertical direction occurs for the relative position between weight beam 3 and ground.
As shown in Fig. 2, hoist cable 2 includes end lifting lug 4, Lifting Lug 5, shackle 6 and large rope itself, wherein end lifting lug 4, top
Portion's lifting lug 5 is fixed on spandrel girder 3, and the relative position between spandrel girder 3 is constant.Shackle 6 and end lifting lug 4 or Lifting Lug
It is detachably connected between 5.It holds lifting lug 4 at least provided at two, is located at the both ends of spandrel girder 3.Lifting Lug 5 is located at spandrel girder 3
Centre position, mutually close to setting between Lifting Lug 5.In the present embodiment, it is equipped with Lifting Lug 5 everywhere.
As shown in Fig. 2, end lifting lug 4 and Lifting Lug 5 are respectively directed to the both sides of 3 vertical direction of spandrel girder, wherein end lifting lug
4 are directed toward ground, and Lifting Lug 5, which is directed toward, deviates from ground direction.The shape and structure all same for holding lifting lug 4 and Lifting Lug 5, is only two
The load capacity of person is different.
As shown in figure 3, shackle 6 includes fixed block 7, button 61, fixed block 7 is connected with end lifting lug 4 or Lifting Lug 5, even
Mode is connect using welding.Fixed block 7 is set as cube, and any one end is equipped with ennation 71, ennation 71 on vertical direction
Positioned at 7 both sides of fixed block.Fastening nail 62 is removably connected between button 61 and fixed block 7.Fastening nail 62 uses screw.Button
61 are set as the ring-type with opening, and for the open card of button 61 on the ennation 71 of fixed block 7, fastening nail 62 runs through button
61 and fixed block 7 on ennation 71, and tightened using nut.If being used for a long time, when 61 top inner wall of button is worn,
Dismounting fastening nail 62, button 61 is replaced.
It is also connected with plate 72 as shown in figure 3, being equipped between two ennations 71, using weldering between connecting plate 72 and ennation 71
Binding structure is connected.Connecting plate 72 is used to improve the relative position degree of reliability between ennation 71.
As shown in Figures 3 and 4, end lifting lug 4 is identical with the appearance profile of Lifting Lug 5.But still there is difference between the two
It is, holds the button 61 of lifting lug 4 towards ground, the button 61 of Lifting Lug 5 is directed toward away from the direction on ground.And end 4 He of lifting lug
Shackle 6 at Lifting Lug 5 includes at least two kinds of specifications, and two kinds of specifications of 150t and 200t are used in the present embodiment.With end lifting lug 4
The bearing capacity of connected shackle 6 is smaller, is 150t shackles 6, the bearing capacity for the shackle 6 being connected with Lifting Lug 5 is larger, is
200t shackles 6.The vertical height of the middle section vertical height highest of spandrel girder 3,3 both ends of spandrel girder is less than load-bearing middle section
Size.
The above embodiments are only the explanation to the utility model, are not limitations of the present invention, ability
Field technique personnel can as needed make the present embodiment the modification of not creative contribution after reading this specification, but
As long as all being protected by Patent Law in the right of the utility model.
Claims (10)
1. a kind of horizontal hanging beam hoisting structure, including upending frame（1）, hoist cable（2）, spandrel girder（3）, the hoist cable（2）One end with rise
Hanger（1）It is connected, the other end and spandrel girder（3）It is connected, the spandrel girder（3）It is horizontal positioned, it is characterised in that：The hoist cable
（2）Including holding lifting lug（4）, Lifting Lug（5）, shackle（6）, the end lifting lug（4）, Lifting Lug（5）With spandrel girder（3）Between
Relative position remain unchanged, the shackle（6）With end lifting lug（4）Or Lifting Lug（5）Between be detachably connected.
2. horizontal hanging beam hoisting structure according to claim 1, it is characterised in that：The end lifting lug（4）At two,
Positioned at spandrel girder（3）Both ends.
3. horizontal hanging beam hoisting structure according to claim 2, it is characterised in that：The Lifting Lug（5）Positioned at spandrel girder
（3）Centre position, the Lifting Lug（5）Between mutually close to setting.
4. horizontal hanging beam hoisting structure according to claim 3, it is characterised in that：The end lifting lug（4）And Lifting Lug（5）
It is respectively directed to spandrel girder（3）Both sides, wherein end lifting lug（4）It is directed toward ground, Lifting Lug（5）It is directed toward and deviates from ground direction.
5. horizontal hanging beam hoisting structure according to claim 4, it is characterised in that：The shackle（6）Including fixed block（7）、
Button（61）, the fixed block（7）With end lifting lug（4）Or Lifting Lug（5）It is connected, the button（61）With fixed block（7）It
Between be removably connected with fastening nail（62）.
6. horizontal hanging beam hoisting structure according to claim 5, it is characterised in that：The button（61）It is set as with opening
Ring-type, the button（61）Open card be embedded in fixed block（7）On, the fastening nail（62）Through button（61）And fixed block
（7）.
7. horizontal hanging beam hoisting structure according to claim 6, it is characterised in that：The fixed block（7）Cube is set as,
Any one end is equipped with ennation on its vertical direction（71）, the ennation（71）Positioned at fixed block（7）Both sides.
8. horizontal hanging beam hoisting structure according to claim 7, it is characterised in that：Two ennations（71）Between be equipped with connecting plate
（72）, the connecting plate（72）For improving ennation（71）Between the relative position degree of reliability.
9. horizontal hanging beam hoisting structure according to claim 8, it is characterised in that：The shackle（6）It is advised including at least two kinds
Lattice, with end lifting lug（4）Connected shackle（6）Bearing capacity it is smaller, with Lifting Lug（5）Connected shackle（6）Carrying energy
Power is larger.
10. horizontal hanging beam hoisting structure according to claim 9, it is characterised in that：The spandrel girder（3）Middle section it is perpendicular
Straight height highest, the spandrel girder（3）The vertical height at both ends is less than the size of load-bearing middle section.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721768166.3U CN207618879U (en) | 2017-12-16 | 2017-12-16 | Horizontal hanging beam hoisting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721768166.3U CN207618879U (en) | 2017-12-16 | 2017-12-16 | Horizontal hanging beam hoisting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207618879U true CN207618879U (en) | 2018-07-17 |
Family
ID=62820635
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721768166.3U Active CN207618879U (en) | 2017-12-16 | 2017-12-16 | Horizontal hanging beam hoisting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207618879U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110817259A (en) * | 2019-11-19 | 2020-02-21 | 张晓锋 | Lifting system and lifting method for assembled steel structure beam column material |
-
2017
- 2017-12-16 CN CN201721768166.3U patent/CN207618879U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110817259A (en) * | 2019-11-19 | 2020-02-21 | 张晓锋 | Lifting system and lifting method for assembled steel structure beam column material |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108862045A (en) | The method of special-shaped steel girder member bar turning device and member bar turning | |
| CN207618879U (en) | Horizontal hanging beam hoisting structure | |
| CN209975993U (en) | Suspension cage | |
| CN205576744U (en) | Special jack -up hoist is erect to cable -stay bridge cordless district large -tonnage steel case girder segment section | |
| CN207243234U (en) | A kind of steel structure modularization house universal hanger | |
| CN201901516U (en) | Detachable steel structural hoisting fixture | |
| CN202214131U (en) | Three-point lifting beam | |
| CN207596331U (en) | A kind of stator hanger | |
| CN105780659A (en) | Lifting appliance special for erection of large-tonnage steel box beam segment in non-stayed cable area of cable-stayed bridge | |
| CN201176365Y (en) | Light-duty adjustable hanger | |
| CN107917785A (en) | A kind of girder steel stability test load loading device based on lever principle | |
| CN107419665A (en) | A kind of method of large-span steel girder hoisting appliance and its hoisting steel beam | |
| CN207918255U (en) | Large-size rebar cage and steel pile casting hoisting appliance | |
| CN110790135A (en) | Balanced hoist device of two portal crane | |
| CN206735623U (en) | Framework of steel reinforcement hanging apparatus | |
| CN203513083U (en) | Combined hanger special for bundled slender materials | |
| CN110285952A (en) | A kind of lifeboat hanger test tool | |
| CN206538093U (en) | A kind of suspender for being applicable large-sized object | |
| CN106192751B (en) | A kind of suspension bridge vice saddle fixing tool | |
| CN105398934B (en) | A kind of large-scale test run hanger for container counterweight | |
| CN207143742U (en) | A kind of large-span steel girder hoisting appliance | |
| CN105731239B (en) | The device that hanging device is shelved | |
| CN207078901U (en) | Gravity motion hanging beam | |
| CN212639708U (en) | Hanging bracket for bundling beam ribs of profile steel concrete beam | |
| CN108975146A (en) | A kind of suspender and assemble method for rolling stock adapter and side frame assembling |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |