CN108946435A - A kind of hanging beam structure - Google Patents
A kind of hanging beam structure Download PDFInfo
- Publication number
- CN108946435A CN108946435A CN201811192153.5A CN201811192153A CN108946435A CN 108946435 A CN108946435 A CN 108946435A CN 201811192153 A CN201811192153 A CN 201811192153A CN 108946435 A CN108946435 A CN 108946435A
- Authority
- CN
- China
- Prior art keywords
- steel
- support
- suspension centre
- hanging beam
- beam 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.)
- Pending
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C1/00—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
- B66C1/10—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
- B66C1/12—Slings comprising chains, wires, ropes, or bands; Nets
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention provides a kind of hanging beam structures, are related to suspender technical field.The hanging beam structure includes supporting for the stress of space truss structure；The stress support frame support and two suspension centre support portions trapezoidal including cross section along its length；Two suspension centre support portions are arranged along the length direction of the frame support, and two suspension centre support portions are symmetrical about the middle part of the frame support；The connector for connecting with steel reinforcement cage is provided on the suspension centre support portion；There are two lift by crane suspension centre for the position setting of corresponding two suspension centre support portions on the frame support.The present invention solves the technical issues of there are easy unstabilitys, easily offset in construction work existing in the prior art.
Description
Technical field
The present invention relates to suspender technical fields, more particularly, to a kind of hanging beam structure.
Background technique
In the work progress of prefabricated case beam, the lifting of steel reinforcement cage is then the most important thing in entire construction process, usually
The suspender of lifting steel reinforcement cage is formed using single main girder, crossbeam and outrigger and its mating chain, and this suspender is being constructed
The shortcomings that there are easy unstabilitys, easily offset in engineering.
Based on this, the present invention provides a kind of hanging beam structures to solve above-mentioned technical problem.
Summary of the invention
The purpose of the present invention is to provide a kind of hanging beam structures, to solve to exist in construction work existing in the prior art
The technical issues of easy unstability, easily offset.
Based on above-mentioned purpose, the present invention provides a kind of hanging beam structures, including the stress support for space truss structure；
The stress support includes the trapezoidal frame support in cross section along its length and two suspension centres supports
Portion；
Two suspension centre support portions are arranged along the length direction of the frame support, and two suspension centre supports
Portion is symmetrical about the middle part of the frame support；The connection for connecting with steel reinforcement cage is provided on the suspension centre support portion
Part；
There are two lift by crane suspension centre for the position setting of corresponding two suspension centre support portions on the frame support.
Optionally, above-mentioned hanging beam structure, the cross section of the frame support along its length are in isosceles trapezoid, including upper
Portion's support unit and lower support unit；
The upper support unit is the isosceles trapezoid frame body of open-bottom；The lower support unit is to open described in closing
The plane frame body of mouth.
Optionally, above-mentioned hanging beam structure, the upper bottom of the trapezoidal upper support unit is by the first I-steel and the second work
Word steel is arranged composition in length and breadth；The bevel edge of the trapezoidal upper support unit uses the first angle steel；First angle steel and first
I-steel connection；
The lower support unit is arranged constituted in length and breadth by third I-steel and the 4th I-steel；
Pass through connection I-steel connection between first I-steel and the third I-steel.
Optionally, the cross on above-mentioned hanging beam structure, the upper support unit and the lower support unit link position
Section and longitudinal section pass through second angle steel and reinforce support.
Optionally, above-mentioned hanging beam structure, the suspension centre support portion include the 5th I-steel of lateral arrangement and are longitudinally arranged
The 6th I-steel；
The length of 5th I-steel is greater than the length of the 4th I-steel.
Optionally, above-mentioned hanging beam structure, the connector are wirerope, chain or plum-blossom-shape button.
Optionally, above-mentioned hanging beam structure, the connector are chain；
The chain connection fixed by snap.
Optionally, above-mentioned hanging beam structure, the lifting suspension centre includes first be fixedly connected on first I-steel
Steel plate；Lifting hole(eyelet) is provided on first steel plate.
Optionally, the corresponding arrangement up and down of above-mentioned hanging beam structure, first I-steel and the third I-steel；Described
The two sides of one I-steel and the third I-steel are welded with the second steel plate.
Optionally, above-mentioned hanging beam structure, between first I-steel and second steel plate, the third I-steel with
Be all made of between second steel plate and between the first steel plate and the second steel plate it is two-sided be fully welded, weld bead height be not less than 8mm.
The hanging beam structure provided by the invention, including the stress support for space truss structure；The stress support packet
Include cross section along its length trapezoidal frame support and two suspension centre support portions；Two suspension centre support portions
It is arranged along the length direction of the frame support, and middle part of two suspension centre support portions about the frame support
Symmetrically；The connector for connecting with steel reinforcement cage is provided on the suspension centre support portion；It is two corresponding on the frame support
There are two lift by crane suspension centre for the position setting of the suspension centre support portion.Two lifting suspension centres are arranged symmetrically, and meet hoisting point position
Stress demand, during reinforcing bar cage hoisting, connector is attached with steel reinforcement cage, and lifting suspension centre and external boom hoisting connect
It connects, while guaranteeing construction efficiency, the safety and stability of whole device also gets a promotion.
Based on this, the present invention has the advantages that safe and stable lifting steel reinforcement cage compared with original technology.
Detailed description of the invention
It, below will be to specific in order to illustrate more clearly of the specific embodiment of the invention or technical solution in the prior art
Embodiment or attached drawing needed to be used in the description of the prior art be briefly described, it should be apparent that, it is described below
Attached drawing is some embodiments of the present invention, for those of ordinary skill in the art, before not making the creative labor
It puts, is also possible to obtain other drawings based on these drawings.
Fig. 1 is the structural schematic diagram of hanging beam structure provided in an embodiment of the present invention middle and upper part support unit；
Fig. 2 is the structural schematic diagram of hanging beam structure provided in an embodiment of the present invention middle and lower part support unit；
Fig. 3 is the cross-section diagram of suspension centre support portion in hanging beam structure provided in an embodiment of the present invention；
Fig. 4 is the cross-sectional view in Fig. 3 at A-A；
Fig. 5 is the cross-section diagram of non-suspension centre support portion position in hanging beam structure provided in an embodiment of the present invention；
Fig. 6 is the cross-section diagram lifted by crane at suspension centre in hanging beam structure provided in an embodiment of the present invention；
Fig. 7 is the structural schematic diagram of the first steel plate in hanging beam structure provided in an embodiment of the present invention.
Icon: 100- stress support；110- upper support unit；The first I-steel of 1101-；The second I-steel of 1102-；
The first angle steel of 1103-；The second angle steel of 1104-；1105- connection I-steel；111- lifts by crane suspension centre；The first steel plate of 1111-；1112-
Lifting hole(eyelet)；The second steel plate of 1113-；120- lower support unit；1201- third I-steel；The 4th I-steel of 1202-；1203- the 5th
I-steel；121- connector.
Specific embodiment
Technical solution of the present invention is clearly and completely described below in conjunction with attached drawing, it is clear that described implementation
Example is a part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, ordinary skill
Personnel's every other embodiment obtained without making creative work, shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that term " center ", "upper", "lower", "left", "right", "vertical",
The orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" be based on the orientation or positional relationship shown in the drawings, merely to
Convenient for description the present invention and simplify description, rather than the device or element of indication or suggestion meaning must have a particular orientation,
It is constructed and operated in a specific orientation, therefore is not considered as limiting the invention.In addition, term " first ", " second ",
" third " is used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " installation ", " phase
Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected；It can
To be mechanical connection, it is also possible to be electrically connected；It can be directly connected, can also can be indirectly connected through an intermediary
Connection inside two elements.For the ordinary skill in the art, above-mentioned term can be understood at this with concrete condition
Concrete meaning in invention.
Embodiment one
Fig. 1 is the structural schematic diagram of hanging beam structure provided in an embodiment of the present invention middle and upper part support unit；Fig. 2 is the present invention
The structural schematic diagram for the hanging beam structure middle and lower part support unit that embodiment provides；Fig. 3 is hanging beam knot provided in an embodiment of the present invention
The cross-section diagram of suspension centre support portion in structure；Fig. 4 is the cross-sectional view in Fig. 3 at A-A；Fig. 5 is hanging beam knot provided in an embodiment of the present invention
The cross-section diagram of non-suspension centre support portion position in structure；Fig. 6 is that breaking at suspension centre is lifted by crane in hanging beam structure provided in an embodiment of the present invention
Face figure；Fig. 7 is the structural schematic diagram of the first steel plate in hanging beam structure provided in an embodiment of the present invention.
As shown in Figure 1 to Figure 3, a kind of hanging beam structure is provided in the present embodiment, and the hanging beam structure includes for space
The stress support 100 of truss structure；
The stress support 100 frame support and two suspension centres trapezoidal including cross section along its length
Support portion；
Two suspension centre support portions are arranged along the length direction of the frame support, and two suspension centre supports
Portion is symmetrical about the middle part of the frame support；The connector for connecting with steel reinforcement cage is provided on the suspension centre support portion
121；
There are two lift by crane suspension centre 111 for the position setting of corresponding two suspension centre support portions on the frame support.
The hanging beam structure provided by the invention, stress support 100 are a space truss structure, the space truss structure
Including a trapezoidal frame support and two suspension centre support portions；The following table of frame support is arranged in two suspension centre support portions
Face, and central symmetry of two suspension centre support portions about frame support.Corresponding two are hung on the upper surface of frame support
The position setting of point support portion is arranged symmetrically there are two suspension centre 111, two lifting suspension centres 111 are lifted by crane, and meets hoisting point position
The demand of stress equalization.During reinforcing bar cage hoisting, the connector 121 on suspension centre support portion is set and steel reinforcement cage carries out
Connection, lifting suspension centre 111 are connect with external boom hoisting, are lifted using hanging beam structure provided by the invention to steel reinforcement cage,
While guaranteeing construction efficiency, the safety and stability of whole device is made also to get a promotion.
Based on this, the present invention has the advantages that Hoisting Security, stabilization and construction efficiency are high compared with original technology.
As shown in Figure 1 to Figure 3, in the optinal plan of the present embodiment, the cross section of the frame support along its length
In isosceles trapezoid, including upper support unit 110 and lower support unit 120；
The upper support unit 110 is the isosceles trapezoid frame body of open-bottom；The lower support unit 120 is closing
The plane frame body of the opening.
In the above-mentioned technical solutions, further, the upper bottom of the trapezoidal upper support unit 110 is by the first I-steel
1101 and second I-steel 1102 arrange in length and breadth composition；The bevel edge of the trapezoidal upper support unit 110 uses the first angle steel
1103；First angle steel 1103 is connect with the first I-steel 1101；
The lower support unit 120 is arranged in length and breadth by third I-steel 1201 and the 4th I-steel 1202 and is constituted；
It is connected between first I-steel 1101 and the third I-steel 1201 by connection I-steel 1105.
Specifically, the present embodiment middle and upper part support unit 110 and lower support unit 120 are by different model and different length
The I-steel welding fabrication of degree.The upper bottom of upper support unit 110 by the first I-steel 1101 and the second I-steel 1102 in length and breadth
Arrangement is constituted, and the first I-steel 1101 is 160 I-steel of three longitudinal arrangements, and the length is the total of upper support unit 110
Length；Second I-steel 1102 is 100 I-steel laterally arranged, the quantity of the second I-steel 1102 in this case, it is 25,
It is arranged along the length direction of the first I-steel 1101, the first I-steel 1101 arrangement by two close end is closer, middle part
First I-steel 1101 is arranged sparse；The two sides bevel edge of upper support unit 110 uses the first angle steel 1103, the first angle steel
1103 be 75 angle steel, all there is a company after the end connection of first I-steel 1101 and the second I-steel 1102 at edge
Contact, every first angle steel 1103 are connect with the tie point.Lower support unit 120 is by third I-steel 1201 and the 4th work
Word steel 1202 is arranged composition in length and breadth, and third I-steel 1201 is 220 I-steel of three longitudinal arrangements, and the length is lower support
The total length of unit 120；4th I-steel 1202 is 100 I-steel laterally arranged；4th I-steel 1202 in lower part branch
The arrangement of support unit 120 is divided into three parts using two suspension centre support portions as line of demarcation, wherein being located on the outside of two suspension centre support portions
4th I-steel 1202 of arrangement is relatively closer, and the 4th I-steel 1202 arrangement between two suspension centre support portions is diluter
It dredges.Arrangement mode can guarantee the rigidity of structure of entire frame support in this.
In the above-mentioned technical solutions, further, the upper support unit 110 connects with the lower support unit 120
It connects cross section and longitudinal section on position and passes through the reinforcement of the second angle steel 1104 support.
Specific second angle steel 1104 is 75 angle steel, and the second angle steel 1104 is in tilted layout in upper and lower corresponding first I-steel
Between 1101 and third I-steel 1201, more second angle steel 1104 join end to end arrangement wave-shaped.It has greatly reinforced entire
The rigidity of structure of frame support.
In the above-mentioned technical solutions, further, the suspension centre support portion includes the 5th I-steel 1203 of lateral arrangement
With longitudinally arranged 6th I-steel；
The length of 5th I-steel 1203 is greater than the length of the 4th I-steel 1202.
Specifically, the 5th I-steel 1203 is 160 I-steel, the 6th I-steel is 100 I-steel.In the present embodiment,
Each suspension centre support portion three 160 I-steel of horizontally-parallel setting, three 160 I-steel are vertically welded in third I-steel
It is boundary with outermost two third I-steel 1201 on 1201, the 5th I-steel 1203 is divided for three parts, the 6th I-steel longitudinal direction
5th I-steel 1203 is set on two parts of close end.Connector 121 for connecting with steel reinforcement cage is along the 5th work
The length direction of word steel 1203 is uniformly arranged, and after the distance between two connectors 121 are fixed, the quantity of connector 121 is more,
That is the join domain of connector 121 is bigger, then the size for being capable of fixing steel reinforcement cage is bigger.For existing common steel reinforcement cage knot
Structure, the present embodiment are preferably uniformly arranged 11 connectors 121 on every 5th I-steel 1203.
In the above-mentioned technical solutions, further, the connector 121 is wirerope, chain or plum-blossom-shape button.
Connector 121 for connecting steel reinforcement cage can be for steel reinforcement cage, chain or plum-blossom-shape button, in the present embodiment, preferably
Connector 121 of the chain as steel reinforcement cage, the length of chain are divided into two kinds, and one of length is 1.5 meters, another length
Degree is 4.5 meters.Chain is arranged on suspension centre support portion, can also be arranged around frame support, so that entire frame support
The uniform gravity for bearing steel reinforcement cage.Chain is connect by buckle with lower support unit 120, is welded using 10mm diameter round steel
In the position of the fixed chain of lower support unit 120.
In the optinal plan of the present embodiment, the lifting suspension centre 111 includes being fixedly connected on first I-steel 1101
On the first steel plate 1111；Lifting hole(eyelet) 1112 is provided on first steel plate 1111.
In the above-mentioned technical solutions, further, first I-steel 1101 and about the 1201 third I-steel
Corresponding arrangement；The two sides of first I-steel 1101 and the third I-steel 1201 are welded with the second steel plate 1113.
In the above-mentioned technical solutions, further, between first I-steel 1101 and second steel plate 1113, institute
It states between third I-steel 1201 and the second steel plate 1113 and is all made of between the first steel plate 1111 and the second steel plate 1113 double
Face is fully welded, and weld bead height is not less than 8mm.
For connecting with boom hoisting, the intensity that structure needs to have certain, the present embodiment is symmetrically set lifting suspension centre 111
Two lifting suspension centres 111 have been set, ensure that the stabilization of entire hanging beam structure.Each lifting suspension centre 111 includes the first steel plate
1111, the first steel plate 1111 is fixed on the first I-steel 1101 using two-sided be fully welded, and is provided with lifting hole(eyelet) on the first steel plate 1111
1112。
First I-steel 1101 and the corresponding arrangement of about 1201 third I-steel, in order to further increase lifting suspension centre 111
The intensity of position, in the present embodiment, the two sides of the first I-steel 1101 and third I-steel 1201 are welded with the second steel plate
1113.Between first I-steel 1101 and the second steel plate 1113, third I-steel 1201 and the second steel plate 1113, the first steel plate
1111 and second be all made of between steel plate 1113 it is two-sided be fully welded, and weld bead height is not less than 8mm.
Embodiment two
The hanging beam structure provided in this embodiment is further changing for the hanging beam structure provided embodiment one
Into technical solution described in embodiment one also belongs to the embodiment, and the technical solution that embodiment one has been described is not repeated
Description.
Specifically, providing a kind of hanging beam structure in the present embodiment, including stress support 100；
The top of the stress support 100 is provided with lifting suspension centre 111 at two；The lower part setting of the stress support 100
There are multiple connectors 121 for connecting with steel reinforcement cage；
The lifting suspension centre 111 with boom hoisting for connecting；Multiple chains correspond to the structure arrangement of steel reinforcement cage, with
The gravity stepless action of steel reinforcement cage after lifting by crane is set to support 100 in stress；
The top of the stress support 100 is provided with iron sheet；The iron sheet is covered on the top table of the stress support 100
Face.
Hanging beam structure provided by the invention, can will the steel reinforcement cage that bound in steel bar binding clamping fixture it is whole in hanging beam structure
Connector 121 connect, then by stress support on 100 two at lifting suspension centre 111 connect with external boom hoisting, using
Device for hoisting slings steel reinforcement cage, and in stress support 100, two lifting suspension centres 111 are coordinated for the gravity stepless action of steel reinforcement cage at this time
Balancing work, control boom hoisting is synchronous, at the uniform velocity, slowly advances, can be smoothly by reinforcing bar cage hoisting to beam pedestal, significantly
It improves work efficiency.When rainy day carries out, the iron sheet being covered in stress support 100 can be used for rain cover, to guarantee spar-box coagulation
It can continue to construct when unexpected rainfall in native casting process.
In the optinal plan of the present embodiment, the position-adjustable of multiple connectors 121.
The steel reinforcement cage for needing to lift may have different structure sizes, in order to adapt to the steel reinforcement cage of more sizes,
The present embodiment sets connector 121 to the structure of position-adjustable.Adjustable structure can be on the basis of embodiment one
On connector 121 is connect by sliding rail with frame support, when the reinforcement cage structure size that needs lift is larger, can pass through
Mobile connection part 121, to expand the distance between each connector 121；When the reinforcement cage structure size for needing to lift is smaller
When, removable follower link 121 reduces the distance between each connector 121.Using the adjustable structure of chain, so that every
Chain uniform stressed can guarantee the whole machine balancing in hoisting process.
In the optinal plan of the present embodiment, the stress support 100 is formed by steel-pipe welding.
In embodiment one, entire stress support 100 has I-steel welding fabrication, in order to reduce the weight of entire hanging beam structure
Amount, the present embodiment substitute I-steel using steel pipe.
Finally, it should be noted that the above embodiments are only used to illustrate the technical solution of the present invention., rather than its limitations；To the greatest extent
Pipe present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should understand that: its according to
So be possible to modify the technical solutions described in the foregoing embodiments, or to some or all of the technical features into
Row equivalent replacement；And these are modified or replaceed, various embodiments of the present invention technology that it does not separate the essence of the corresponding technical solution
The range of scheme.
Claims (10)
1. a kind of hanging beam structure, which is characterized in that including the stress support for space truss structure；
The stress support frame support and two suspension centre support portions trapezoidal including cross section along its length；
Two suspension centre support portions are arranged along the length direction of the frame support, and two suspension centre support portions close
It is symmetrical in the middle part of the frame support；The connector for connecting with steel reinforcement cage is provided on the suspension centre support portion；
There are two lift by crane suspension centre for the position setting of corresponding two suspension centre support portions on the frame support.
2. hanging beam structure according to claim 1, which is characterized in that the cross section of the frame support along its length
In isosceles trapezoid, including upper support unit and lower support unit；
The upper support unit is the isosceles trapezoid frame body of open-bottom；The lower support unit is the closing opening
Plane frame body.
3. hanging beam structure according to claim 2, which is characterized in that the upper bottom of the trapezoidal upper support unit is by
One I-steel and the second I-steel are arranged composition in length and breadth；The bevel edge of the trapezoidal upper support unit uses the first angle steel；Institute
The first angle steel is stated to connect with the first I-steel；
The lower support unit is arranged constituted in length and breadth by third I-steel and the 4th I-steel；
It is connected between first I-steel and the third I-steel by the connection I-steel.
4. hanging beam structure according to claim 3, which is characterized in that the upper support unit and the lower support list
Cross section and longitudinal section on first link position pass through the second angle steel and reinforce support.
5. hanging beam structure according to claim 4, which is characterized in that the suspension centre support portion includes the 5th of lateral arrangement
I-steel and longitudinally arranged 6th I-steel；
The length of 5th I-steel is greater than the length of the 4th I-steel.
6. hanging beam structure according to claim 3, which is characterized in that the connector is wirerope, chain or plum-blossom-shape button.
7. hanging beam structure according to claim 6, which is characterized in that the connector is chain；
The chain connection fixed by snap.
8. hanging beam structure according to claim 3, which is characterized in that the lifting suspension centre includes being fixedly connected on described the
The first steel plate on one I-steel；Lifting hole(eyelet) is provided on first steel plate.
9. hanging beam structure according to claim 8, which is characterized in that on first I-steel and the third I-steel
Lower corresponding arrangement；The two sides of first I-steel and the third I-steel are welded with the second steel plate.
10. hanging beam structure according to claim 9, which is characterized in that first I-steel and second steel plate it
Between, be all made of between the third I-steel and the second steel plate and between the first steel plate and the second steel plate it is two-sided be fully welded, weld seam
Height is not less than 8mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811192153.5A CN108946435A (en) | 2018-10-12 | 2018-10-12 | A kind of hanging beam structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811192153.5A CN108946435A (en) | 2018-10-12 | 2018-10-12 | A kind of hanging beam structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108946435A true CN108946435A (en) | 2018-12-07 |
Family
ID=64480942
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811192153.5A Pending CN108946435A (en) | 2018-10-12 | 2018-10-12 | A kind of hanging beam structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108946435A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109775551A (en) * | 2019-03-21 | 2019-05-21 | 广东省水利水电第三工程局有限公司 | A kind of Lift-on/Lift-off System and its construction method for Bailey bridge whole Transporting |
| CN110240055A (en) * | 2019-07-22 | 2019-09-17 | 中国公路工程咨询集团有限公司 | A kind of steel box-girder hanging apparatus |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3812034A1 (en) * | 1988-04-11 | 1989-10-26 | Kinshofer Greiftechnik | Gripper having two interacting gripper halves |
| GB9724809D0 (en) * | 1996-11-26 | 1998-01-21 | Mcdermott Sa J Ray | Trunnion connections for lifting spreaders |
| CN201512345U (en) * | 2009-10-09 | 2010-06-23 | 中铁二局股份有限公司 | Multifunctional integrated lifting frame |
| CN201952103U (en) * | 2011-03-11 | 2011-08-31 | 中铁二十五局集团建筑安装工程有限公司 | Steel-bar lifting frame |
| CN202164030U (en) * | 2011-05-25 | 2012-03-14 | 中铁七局集团第四工程有限公司 | Integrated box girder cradle |
| CN202321958U (en) * | 2011-11-23 | 2012-07-11 | 中铁十二局集团第三工程有限公司 | Integrated sling for reinforcement cage |
| CN204873431U (en) * | 2015-06-18 | 2015-12-16 | 中铁六局集团有限公司 | Multi -functional steel reinforcement cage hoist |
| CN205932919U (en) * | 2016-08-25 | 2017-02-08 | 中石化重型起重运输工程有限责任公司 | Multimode hoist device |
| CN207551699U (en) * | 2017-11-09 | 2018-06-29 | 宿迁中宇设备安装有限公司 | Convenient for disassembly and assembly, the repeatable steel-reinforcement cage hanger utilized |
| CN209009978U (en) * | 2018-10-12 | 2019-06-21 | 中铁六局集团有限公司 | A kind of hanging beam structure |
-
2018
- 2018-10-12 CN CN201811192153.5A patent/CN108946435A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3812034A1 (en) * | 1988-04-11 | 1989-10-26 | Kinshofer Greiftechnik | Gripper having two interacting gripper halves |
| GB9724809D0 (en) * | 1996-11-26 | 1998-01-21 | Mcdermott Sa J Ray | Trunnion connections for lifting spreaders |
| CN201512345U (en) * | 2009-10-09 | 2010-06-23 | 中铁二局股份有限公司 | Multifunctional integrated lifting frame |
| CN201952103U (en) * | 2011-03-11 | 2011-08-31 | 中铁二十五局集团建筑安装工程有限公司 | Steel-bar lifting frame |
| CN202164030U (en) * | 2011-05-25 | 2012-03-14 | 中铁七局集团第四工程有限公司 | Integrated box girder cradle |
| CN202321958U (en) * | 2011-11-23 | 2012-07-11 | 中铁十二局集团第三工程有限公司 | Integrated sling for reinforcement cage |
| CN204873431U (en) * | 2015-06-18 | 2015-12-16 | 中铁六局集团有限公司 | Multi -functional steel reinforcement cage hoist |
| CN205932919U (en) * | 2016-08-25 | 2017-02-08 | 中石化重型起重运输工程有限责任公司 | Multimode hoist device |
| CN207551699U (en) * | 2017-11-09 | 2018-06-29 | 宿迁中宇设备安装有限公司 | Convenient for disassembly and assembly, the repeatable steel-reinforcement cage hanger utilized |
| CN209009978U (en) * | 2018-10-12 | 2019-06-21 | 中铁六局集团有限公司 | A kind of hanging beam structure |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109775551A (en) * | 2019-03-21 | 2019-05-21 | 广东省水利水电第三工程局有限公司 | A kind of Lift-on/Lift-off System and its construction method for Bailey bridge whole Transporting |
| CN109775551B (en) * | 2019-03-21 | 2024-03-08 | 广东省水利水电第三工程局有限公司 | Hoisting system for integral transportation of bailey bridge and construction method thereof |
| CN110240055A (en) * | 2019-07-22 | 2019-09-17 | 中国公路工程咨询集团有限公司 | A kind of steel box-girder hanging apparatus |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN209604015U (en) | A kind of simple trestle for tunnel | |
| CN108946435A (en) | A kind of hanging beam structure | |
| CN209009978U (en) | A kind of hanging beam structure | |
| CN209583380U (en) | Lifting beam machine single, double line box beam Universal hanger | |
| CN209009988U (en) | A kind of hoisting device for reinforcement cage | |
| CN109110629A (en) | A kind of hoisting device for reinforcement cage | |
| CN208648548U (en) | A kind of suspender for handling U-shaped beam reinforcement cages | |
| CN106638265B (en) | A kind of steel reinforced concrete beam rigid framed structure arch bridge | |
| CN206376178U (en) | A kind of steel reinforced concrete beam rigid framed structure arch bridge | |
| CN105951683B (en) | Gate pier bracket Joint Re-bar Construction | |
| CN207314126U (en) | Bridge pier, which binds, supports cover board | |
| CN101811646A (en) | Crawler crane with lateral reinforcement structure | |
| CN207030735U (en) | Prefabricated balcony lifts servicing unit | |
| CN205011219U (en) | Assembly type structure precast shear wall's multi -purpose hoist and mount balance beam | |
| CN103058045A (en) | Large-size test-run cradle for crane | |
| CN207293909U (en) | A kind of precast beam reinforced bar skeleton hanging apparatus | |
| CN205330176U (en) | Lower extreme open type concrete well -bucket | |
| CN207812528U (en) | Dredger grab bucket strut | |
| CN208701520U (en) | A kind of hanging-filling beam suspension basket stretch-draw jack mobile device | |
| CN107311062B (en) | Overlength heavy type column mould transporting and hoisting integrated apparatus and its installation method | |
| CN102320515B (en) | Suspension apparatus of ship main engine | |
| CN201574048U (en) | Crawler crane with lateral strengthening structure | |
| CN207861728U (en) | The explosion-proof single-beam crane of Anti-splash solution tank is installed | |
| CN209384124U (en) | A kind of steel truss girder purlin piece turnover hoisting structure | |
| CN206735623U (en) | Framework of steel reinforcement hanging apparatus |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| TA01 | Transfer of patent application right | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20181225 Address after: 100036 Wanshou Road, Haidian District, Beijing, No. 2 Applicant after: The Sixth Engineering Bureau Group Co., Ltd., China Railway Applicant after: Guangzhou Railway Group Engineering Co. Ltd. Address before: 511400 Unit 101, Building 18, Tian'an Headquarters Center, 555 North Panyu Avenue, Donghuan Street, Panyu District, Guangzhou City, Guangdong Province Applicant before: Guangzhou Railway Group Engineering Co. Ltd. |