CN205802769U - A kind of movable truss hoisting with stable support structure - Google Patents
A kind of movable truss hoisting with stable support structure Download PDFInfo
- Publication number
- CN205802769U CN205802769U CN201620763566.4U CN201620763566U CN205802769U CN 205802769 U CN205802769 U CN 205802769U CN 201620763566 U CN201620763566 U CN 201620763566U CN 205802769 U CN205802769 U CN 205802769U
- Authority
- CN
- China
- Prior art keywords
- intermediate layer
- guide groove
- crossbeam
- support body
- fixed pulley
- 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
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
This utility model relates to lifting device field, a kind of movable truss hoisting with stable support structure, for forming self-balance sling, including two intermediate layer crossbeams and two intermediate layer longerons, and the length of described intermediate layer crossbeam is more than the length of described intermediate layer longeron, described intermediate layer crossbeam and intermediate layer longeron join end to end and form the intermediate layer plane support body of rectangular frame, described intermediate layer crossbeam has multiple mount point for installing fixed pulley, and multiple described mount point is in same level.Intermediate layer plane support body is plane framework formula structure, and multiple mount point is in the same plane, after fixed pulley and movable pulley form assembly pulley, during lifting plate object, plate object can keep balance, it is to avoid the danger of upset occur, additionally plane support body in intermediate layer is planar structure, relative to traditional linear support structures, during its lifting flat board dress object, stability is more preferably.
Description
Technical field
This utility model relates to lifting device field, a kind of intermediate layer bracing frame for joggle truss.
Background technology
Hanging beam is the special hanger for loading and unloading great goods and parts, and need to accurately find weight weight during handling weight
Heart position, accurately distributes each suspension centre load, the work safe and reliable to ensure hanging beam；Traditional hanging beam structure by big equalizer bar,
And be nested in big equalizer bar little equalizer bar, the composition such as suspender.Weight is sling by hanging beam by rigging, to realize weight
Carrying, the action such as handling.But owing to its structure arranges unreasonable, balance quality is poor, weight during handling weight, need to be found accurately
Position of centre of gravity, need to accurately distribute each suspension centre load, the most easily makes hanging beam deflection excessive, produces potential safety hazard；Hanging beam merit simultaneously
Can be more single, this kind of hanging beam form is only capable of using three kinds of load cases combination.
In building field, precast reinforced concrete structure is one of important directions of China's building structure development, it
Be conducive to the development of China's building industrialization, improve production efficiency and save the energy, develop Green environmental-protection building, and be conducive to carrying
Height and guarantee construction engineering quality.
And Prefabricated construction panel is as one of first-selected assembled designed component, most assembled architecture all has construction.But
Because Prefabricated construction panel planar dimension is relatively big, conventional suspender cannot meet lifting demand and easily be easily caused because suspender is unreasonable
Prefabricated construction panel cracking, damaged, and this suspension bracket is as scalable suspension bracket, can the various sizes of object of handling, can be according to needing handling
Object be adjusted.And conventional hanger is when handling structured size, the uniform object of weight, handling object is during handling
Cannot be carried out effective Anti-inclining to control, it is the most inconvenient to cause at the segment space big panel of compact position handling, and this suspension bracket
Bottom suspension centre can solve above-mentioned inconvenience completely as movable suspension centre.
In prior art, truss hoisting many employings orthoscopic intermediate layer bracing frame, the intermediate layer of this kind of truss hoisting supports
Frame is linear type structure, can only lift bar-shaped object, or vertically lift plate-shaped body, as level lifts plate object, plate object
Center and intermediate layer bracing frame, not when same vertical plane, are likely to occur inclination, the danger of upset during lifting object lifting.Separately
Outward, in the truss hoisting with self-stability of the prior art, also there is no a kind of plane assembly pulley stably can made
Intermediate layer bracing frame.
Utility model content
For solving the problems referred to above, this utility model provides a kind of movable truss hoisting with stable support structure,
Prevent from lifting plate object to tilt, overturn, the intermediate layer bracing frame that can assembly pulley stably be supported again.
For achieving the above object, the technical solution adopted in the utility model is:
A kind of movable truss hoisting with stable support structure, is used for forming self-balance sling, including two intermediate layers
Crossbeam and two intermediate layer longerons, and the length of described intermediate layer crossbeam is more than the length of described intermediate layer longeron, described centre
Layer crossbeam and intermediate layer longeron join end to end and form the intermediate layer plane support body of rectangular frame, and described intermediate layer crossbeam has many
The individual mount point for installing fixed pulley, and multiple described mount point is in same level.
In one embodiment, described intermediate layer plane support body also includes for improving in the plane support body rigidity of intermediate layer
Interbed internal stay beam, these internal stay beam two ends, intermediate layer are connected to the middle part of said two intermediate layer crossbeam.
In one embodiment, two described intermediate layer crossbeams are respectively provided with the horizontal guide groove of straight line, and two horizontal guide grooves
Bearing of trend be parallel to each other, described mount point is positioned at described horizontal guide groove, and described fixed pulley can move along horizontal guide groove
Dynamic.
In one embodiment, described horizontal guide groove is positioned at the bottom surface of described intermediate layer crossbeam.
In one embodiment, two described intermediate layer longerons are respectively provided with longitudinal guide groove of straight line, and described horizontal guide groove
It is interconnected with longitudinal guide groove so that described fixed pulley is feasible goes to longitudinal guide groove.
In one embodiment, described intermediate layer plane rack body inner hollow, described longitudinal guide groove and horizontal guide groove are for opening
It is located at the breach of plane support body bottom surface, intermediate layer.
In one embodiment, the medial surface of described intermediate layer plane support body diapire is matsurface.
In one embodiment, described intermediate layer crossbeam and intermediate layer longeron are square steel tube.
Use the beneficial effects of the utility model are:
This truss hoisting includes being joined end to end by intermediate layer crossbeam and intermediate layer longeron forming the intermediate layer of rectangular frame
Plane support body, intermediate layer plane support body is plane framework formula structure, and multiple mount point is in the same plane, at fixed pulley with dynamic
After pulley forms assembly pulley, during lifting plate object, plate object can keep balance, it is to avoid the danger of upset occurs, additionally middle
Layer plane support body is planar structure, and relative to traditional linear support structures, during its lifting flat board dress object, stability is more preferably.
Accompanying drawing explanation
Fig. 1 is the overall structure schematic diagram that this utility model has the movable truss hoisting of stable support structure.
Fig. 2 is the side-looking structural representation that this utility model has the movable truss hoisting of stable support structure.
Fig. 3 is the top view that this utility model has the movable truss hoisting intermediate layer plane support body of stable support structure.
Fig. 4 is the position view that this utility model has the movable truss hoisting guide groove of stable support structure.
Fig. 5 be this utility model there is stable support structure movable truss hoisting fixed pulley another location time signal
Figure.
Reference includes:
Suspension hook 200-intermediate layer, lifting rope 110-top, 100-top plane support body
Crossbeam 211-horizontal guide groove 220-intermediate layer, 210-intermediate layer longeron
Internal stay beam 240-top, 221-longitudinal direction guide groove 230-intermediate layer suspension centre
250-fixed pulley 300-bottom lifting rope 310-movable pulley
Detailed description of the invention
Below in conjunction with accompanying drawing, this utility model is described in detail.
Embodiment 1
As Figure 1-Figure 5, the present embodiment provides a kind of movable truss hoisting with stable support structure, is used for forming
Self-balance sling, including two intermediate layer crossbeams 210 and two intermediate layer longerons 220, and the length of intermediate layer crossbeam 210 is more than
The length of intermediate layer longeron 220, intermediate layer crossbeam 210 and intermediate layer longeron 220 join end to end and form the centre of rectangular frame
Layer plane support body 200, intermediate layer crossbeam 210 has multiple mount point for installing fixed pulley 250, and multiple mount point is same
In one horizontal plane.
Concrete, as it is shown in figure 1, the intermediate layer plane support body 200 that this truss is self-balance sling intermediate layer, this intermediate layer
Intermediate layer crossbeam 210 and intermediate layer longeron 220 that plane support body 200 is are square steel tube welding and make.Two of which intermediate layer
Crossbeam 210 is parallel to each other, and two intermediate layer longerons 220 are parallel to each other so that intermediate layer plane support body 200 forms the framework of rectangle
Formula structure, compared with platy structure, this intermediate layer plane support body 200 has simple in construction, the advantage of lighter in weight.
In intermediate layer plane support body 200, intermediate layer crossbeam 210 is installed fixed pulley 250, it is possible to understand that, two centres
Being respectively mounted fixed pulley 250 on layer crossbeam 210, in self-balance sling, fixed pulley 250 and movable pulley 310 form assembly pulley,
Form self-balancing hoisting mechanism.During lifting plate object, plate object edge is suspension centre, unilateral intermediate layer, suspension centre correspondence one side crossbeam
Mount point on 210.I.e. plate object one side frame is corresponding with an intermediate layer crossbeam 210, the opposite side of plate object with another in
Interbed crossbeam 210 is corresponding.When slinging plate object, plate object a kind of holding level during lifting can be realized, keep away
Exempt from because plate object gravity motion causes plate object to tilt during lifting.
Additionally intermediate layer plane support body 200 is planar structure, and the mount point of fixed pulley 250 is on two straight lines, the most certainly
The mount point of the upper fixed pulley 250 of balance sling point-blank, is compared with self-balance sling of the prior art, in the middle of this
Layer plane support body 200 is planar structure, and its stability is also better than linear type intermediate layer of the prior art support body.
In order to ensure the torsional resistance of intermediate layer plane support body 200, intermediate layer plane support body 200 also includes for improving
The intermediate layer internal stay beam 230 of intermediate layer plane support body 200 rigidity, these internal stay beam 230 two ends, intermediate layer are connected in two
The middle part of interbed crossbeam 210.In the present embodiment, intermediate layer internal stay beam 230 is also square steel tube, and its two ends are respectively welded at centre
Layer crossbeam 210 correspondence position.
Two intermediate layer crossbeams 210 are respectively provided with the horizontal guide groove 211 of straight line, and the bearing of trend of two horizontal guide grooves 211
Being parallel to each other, mount point is positioned at horizontal guide groove 211, and fixed pulley 250 can move along horizontal guide groove 211.Fixed pulley 250 can
Horizontal guide groove 211 moves, can be according to the position of suspension centre on plate object, the suitable position adjusting fixed pulley 250,
The corresponding position adjusting movable pulley 310, strengthens the adaptability of this self-balance sling.
As preferably, two intermediate layer longerons 220 are respectively provided with longitudinal guide groove 221 of straight line, and horizontal guide groove 211 is with vertical
It is interconnected to guide groove 221 so that fixed pulley 250 is feasible goes to longitudinal guide groove 221.It is positioned at the fixed pulley on longitudinal guide groove 221
250 are not connected to bottom lifting rope 300, i.e. adjustable fixed pulley 250 and the quantity of movable pulley 310.
As preferably, horizontal guide groove 211 is positioned at the bottom surface of intermediate layer crossbeam 210.In plane support body 200 inside, intermediate layer
Sky, longitudinal guide groove 221 and horizontal guide groove 211 are the breach being opened in plane support body 200 bottom surface, intermediate layer.Intermediate layer plane support body
The medial surface of 200 diapires is matsurface.Fixed pulley 250 can embed the breach of plane support body 200 bottom surface, intermediate layer, and was lifting by crane
Cheng Zhong, forms self-locking state according to the medial surface of intermediate layer plane support body 200 diapire.
Embodiment 2
The present embodiment provides assembling using method and the structure explanation of a kind of truss.
As Figure 1-Figure 5, the truss that the present embodiment provides, including intermediate layer plane support body 200, fixed pulley 250, have
The movable pulley 310 of suspension centre and bottom lifting rope 300, plane support body 200 opposite sides edge, intermediate layer is respectively mounted and includes at least 1
Fixed pulley 250, is correspondingly arranged multiple movable pulley 310 in each fixed pulley 250, bottom lifting rope 300 one end is connected between layer and puts down
Face frame body 200, what the other end was spaced successively is connected between layer plane support body through movable pulley 310, fixed pulley 250 and end
200, and suspension centre is located in the same horizontal plane.
Concrete, intermediate layer plane support body 200 is the support body of rectangle, in other embodiments, puts down to alleviate intermediate layer
The weight of face frame body 200, intermediate layer plane support body 200 can be tower structure, or I-shaped structure, intermediate layer plane support body
Outside 200 relative to both sides at least one fixed pulley 250 is installed, can need to install 2-4 according to design in other embodiments
Fixed pulley 250, simultaneously corresponding in the lower section of fixed pulley 250 is provided with multiple movable pulley 310, in the present embodiment, movable pulley 310
More than the quantity of fixed pulley 250 one of quantity, as it is shown in figure 1, bottom lifting rope 300 is through after a movable pulley 310, corresponding
Through a fixed pulley 250, being then passed through a movable pulley 310, by that analogy, last end is connected between layer plane support body 200,
Being provided with suspension centre on movable pulley 310, this suspension centre can be the similar lifting device such as suspension hook, suspension ring.
In the present embodiment, during lifting plate object, when the suspension centre on movable pulley 310 mounts plate object respectively, plate object
Relative both sides the most corresponding connect the movable pulley 310 below the corresponding photograph album of intermediate layer plane support body 200.Make movable pulley
310 and fixed pulley 250 autobalance load, plate object can remain parallel state during this truss is walked.Especially
It is when hoisting prefabricated floorboard, and Prefabricated construction panel can be lifted into presetting position, be directly connected to Prefabricated construction panel with
Lou Ti, it is not necessary to readjust the position of Prefabricated construction panel.
In the present embodiment, four edges of intermediate layer plane support body 200 are respectively equipped with a top suspension centre 240, top
One end of portion's lifting rope is connected to top suspension centre 240, and the other end of four top lifting ropes connects same top suspension hook 110, permissible
Understanding, the length of four top lifting ropes is identical, when by lifting machine pull-up top suspension hook 110, and intermediate layer plane support body
200 symmetric shapes centered by it, intermediate layer plane rack can keep the state of level.
In the present embodiment, intermediate layer plane support body 200 includes two intermediate layer crossbeams 210 and and two intermediate layer longerons
220, intermediate layer crossbeam 210 and intermediate layer longeron 220 head and the tail connect the tower structure forming rectangle, and fixed pulley 250 is arranged on
Intermediate layer crossbeam 210.It addition, installation intermediate layer internal stay corresponding between two intermediate layer crossbeams 210 in intermediate layer crossbeam 210
Beam 230, intermediate layer internal stay beam 230 plays the effect strengthening intermediate layer plane support body 200 rigidity, and makes intermediate layer plane support body
200 structures are more stable.
As shown in Figure 4, intermediate layer crossbeam 210 has the horizontal guide groove offered along intermediate layer crossbeam 210 bearing of trend
211；Fixed pulley 250 has connection assembly, connects assembly and embeds horizontal guide groove 211, and fixed pulley 250 can be driven along laterally leading
Groove 211 slides.In the present embodiment, the horizontal guide groove 211 that intermediate layer crossbeam 210 is offered embeds and connects assembly, connect assembly
Fixed pulley 250 can be driven to slide in horizontal guide groove 211.Before using this truss, the position of adjustable fixed pulley 250.The most every
Three fixed pulleys 250 are installed on individual intermediate layer crossbeam 210, can be according to the center of plate object, by two fixed pulley 250 correspondences
Walking is to the other end near intermediate layer crossbeam 210, and a remaining fixed pulley 250 walking is near intermediate layer crossbeam 210
The other end.Corresponding movable pulley 310 is positioned at the lower section of adjacent two fixed pulleys 250, and the position adjusting fixed pulley 250 can correspondence
The position adjusting movable pulley 310, can the position of suspension centre.When making this truss lifting plate object, plate object is when the state of lifting
More stable.
As it is shown in figure 5, intermediate layer longeron 220 has the longitudinal guide groove offered along intermediate layer longeron 220 bearing of trend
221, and longitudinal guide groove 221 connects with horizontal guide groove 211, connects assembly and fixed pulley 250 walking can be driven to longitudinal direction guide groove 221.
In the present embodiment, an intermediate layer crossbeam 210 is installed four fixed pulleys 250, but when lifting plate object, plate object
Side only has the mount point of three corresponding suspension centres, now may move a fixed pulley 250 by the walking of horizontal guide groove 211 to centre
Longitudinal guide groove 221 on layer longeron 220, only uses the fixed pulley 250 on residue intermediate layer crossbeam 210 and residue fixed pulley 250
Corresponding movable pulley 310 lifts plate object.
As preferably, horizontal guide groove 211 is opened in the bottom surface of intermediate layer crossbeam 210.In intermediate layer crossbeam 210 inside
Sky, horizontal guide groove 211 is the breach that intermediate layer crossbeam 210 bottom surface is offered.
This truss offers guide groove on intermediate layer plane support body 200 so that fixed pulley 250 can be walked in guide groove, a side
Face can be according to its hoisting object position of centre of gravity, the position of corresponding regulation fixed pulley 250, on the other hand, and the weight of its lifting object
Suitable regulation fixed pulley 250 and the quantity of fixed pulley 250.
Connect assembly and there is the stopping means making connection assembly be fixed in intermediate layer crossbeam 210.When fixed pulley 250 is walked
During to predeterminated position, by stopping means, connection assembly can be locked on intermediate layer plane support body 200, locking can be realized fixed
The effect of pulley 250.
After this truss provides fixed pulley 250 to walk in guide groove simultaneously, the structure that fixed pulley 250 is fixed in guide groove,
Make the fixed pulley 250 in this truss when it changes position, can be able to be fixed in guide groove by simple means, structure letter
Single, easy to use, cheap for manufacturing cost, easy to maintenance, be suitable to promote on a large scale.
Above content is only preferred embodiment of the present utility model, for those of ordinary skill in the art, according to this reality
By novel thought, may be made that many changes in specific embodiments and applications, as long as these changes are without departing from this
The design of utility model, belongs to protection domain of the present utility model.
Claims (8)
1. there is a movable truss hoisting for stable support structure, be used for forming self-balance sling, it is characterised in that: include two
Individual intermediate layer crossbeam and two intermediate layer longerons, and the length of described intermediate layer crossbeam is more than the length of described intermediate layer longeron,
Described intermediate layer crossbeam and intermediate layer longeron join end to end and form the intermediate layer plane support body of rectangular frame, and described intermediate layer is horizontal
Beam has multiple mount point for installing fixed pulley, and multiple described mount point is in same level.
The movable truss hoisting with stable support structure the most according to claim 1, it is characterised in that: described intermediate layer
Plane support body also includes the intermediate layer internal stay beam for improving intermediate layer plane support body rigidity, and these internal stay beam two ends, intermediate layer are respectively
It is connected to the middle part of said two intermediate layer crossbeam.
The movable truss hoisting with stable support structure the most according to claim 1, it is characterised in that: during two are described
Interbed crossbeam is respectively provided with the horizontal guide groove of straight line, and the bearing of trend of two horizontal guide grooves is parallel to each other, and described mount point is positioned at
In described horizontal guide groove, and described fixed pulley can move along horizontal guide groove.
The movable truss hoisting with stable support structure the most according to claim 3, it is characterised in that: described laterally lead
Groove is positioned at the bottom surface of described intermediate layer crossbeam.
The movable truss hoisting with stable support structure the most according to claim 3, it is characterised in that: during two are described
Interbed longeron is respectively provided with longitudinal guide groove of straight line, and described horizontal guide groove is interconnected with longitudinal guide groove so that described fixed pulley
Feasible go to longitudinal guide groove.
The movable truss hoisting with stable support structure the most according to claim 5, it is characterised in that: described intermediate layer
Plane rack body inner hollow, described longitudinal guide groove and horizontal guide groove are the breach being opened in plane support body bottom surface, intermediate layer.
The movable truss hoisting with stable support structure the most according to claim 6, it is characterised in that: described intermediate layer
The medial surface of plane support body diapire is matsurface.
The movable truss hoisting with stable support structure the most according to claim 1, it is characterised in that: described intermediate layer
Crossbeam and intermediate layer longeron are square steel tube.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620763566.4U CN205802769U (en) | 2016-07-18 | 2016-07-18 | A kind of movable truss hoisting with stable support structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620763566.4U CN205802769U (en) | 2016-07-18 | 2016-07-18 | A kind of movable truss hoisting with stable support structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205802769U true CN205802769U (en) | 2016-12-14 |
Family
ID=57507939
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620763566.4U Expired - Fee Related CN205802769U (en) | 2016-07-18 | 2016-07-18 | A kind of movable truss hoisting with stable support structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205802769U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109368479A (en) * | 2018-11-29 | 2019-02-22 | 上海建工四建集团有限公司 | Fixed system and floor remove handling method |
| CN109969926A (en) * | 2019-04-16 | 2019-07-05 | 中建四局第六建筑工程有限公司 | A kind of movable pulley hoisting sling |
| CN113562589A (en) * | 2021-07-06 | 2021-10-29 | 上海外高桥造船有限公司 | Frame type hanging beam for prefabricated cabin of luxury passenger liner |
-
2016
- 2016-07-18 CN CN201620763566.4U patent/CN205802769U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109368479A (en) * | 2018-11-29 | 2019-02-22 | 上海建工四建集团有限公司 | Fixed system and floor remove handling method |
| CN109969926A (en) * | 2019-04-16 | 2019-07-05 | 中建四局第六建筑工程有限公司 | A kind of movable pulley hoisting sling |
| CN109969926B (en) * | 2019-04-16 | 2023-11-03 | 中建四局第六建筑工程有限公司 | Movable pulley lifting sling |
| CN113562589A (en) * | 2021-07-06 | 2021-10-29 | 上海外高桥造船有限公司 | Frame type hanging beam for prefabricated cabin of luxury passenger liner |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202988612U (en) | Flat arm type tower crane | |
| CN205802769U (en) | A kind of movable truss hoisting with stable support structure | |
| CN205802762U (en) | A kind of movable truss hoisting of scalable lifting spacing | |
| CN205802763U (en) | A kind of truss of movable lifting horizontal plate shape thing | |
| CN106044537A (en) | Truss for movably lifting horizontal platy objects | |
| CN205575428U (en) | Component hoist and mount system | |
| CN103058069B (en) | Horizontal arm tower-type crane | |
| CN204917640U (en) | Modular gallows roof beam | |
| CN205187639U (en) | Hoist device that possesses two -way leveling ability | |
| CN201809042U (en) | Lifting frame for lifting whole steel reinforcement framework of box beam | |
| CN207861716U (en) | C-type hanging apparatus under a kind of beam, plate | |
| CN203532624U (en) | Counterweight balance system applied to vertical lifting system, container crane and bulk cargo crane | |
| CN102730585A (en) | Series compensation platform hydraulic installation system with level adjustment function | |
| CN202577926U (en) | Fixed operating platform for elevator shaft | |
| CN209635810U (en) | Big stroke hydraulic goes up and down rack device | |
| CN201052950Y (en) | Crane | |
| CN105752816A (en) | Large gantry crane and height-increasing lifting beam capable of increasing the lifting height of large gantry crane | |
| CN204357138U (en) | Simple steel structure lifting upending frame | |
| CN207608243U (en) | A kind of building tower crane of stable safety | |
| CN203159036U (en) | Line-shaped lifting appliance | |
| CN201850091U (en) | Tower crane and balance arm pull rod structure thereof | |
| CN208166331U (en) | A kind of high load-carrying Elevator counterweight frame structure | |
| CN206255733U (en) | Novel elevator buffer stop, bumping post | |
| CN203229334U (en) | Lifting framework for lifting and translating single steel member | |
| CN207890861U (en) | A kind of height-adjustable elevator main machine base |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170222 Address after: 518008 Guangdong, Nanshan District, Central Road, Shenzhen Bay, on the 1st floor, building T1, building four Patentee after: China Construction Fifth Engineering Division Co., Ltd. Patentee after: SHENZHEN BRANCH, CHINA CONSTRUCTION FIFTH ENGINEERING DIVISION CORP., LTD. Address before: Nanshan District Guangdong streets center in Shenzhen City, Guangdong province 518000 road and East Road at the junction of the Gulf of Shenzhen No. 1 Patentee before: SHENZHEN BRANCH, CHINA CONSTRUCTION FIFTH ENGINEERING DIVISION CORP., LTD. |
|
| 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: 20161214 Termination date: 20190718 |