CN206971764U - The purlin crane system of Steel Structure Installation - Google Patents
The purlin crane system of Steel Structure Installation Download PDFInfo
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- CN206971764U CN206971764U CN201720643105.8U CN201720643105U CN206971764U CN 206971764 U CN206971764 U CN 206971764U CN 201720643105 U CN201720643105 U CN 201720643105U CN 206971764 U CN206971764 U CN 206971764U
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Abstract
A kind of purlin crane system of Steel Structure Installation is the utility model is related to, including：A pair of slide rails of the branch above steel construction；Track support body on a pair of described slide rails is set up in, the track support body is slidedly arranged on corresponding slide rail；The hanging basket being slidedly arranged on the track support body；And it is slidedly arranged on the crane on the track support body.Purlin crane system provided by the utility model, above steel construction and removable regulation hanging basket and the crane of removable regulation are located at by branch, realize while provide operating platform for Construction of Steel Structure, additionally it is possible to direct handling steel member, lifting operation is carried out without using tower crane.Operating platform is provided using hanging basket, solves the problems, such as to need to repeat Mobile operating platform in existing Construction of Steel Structure, purlin crane system of the present utility model can reduce labour demand, greatly improve efficiency of construction and quality, cost-effective.
Description
Technical field
Field of steel structure construction is the utility model is related to, refers in particular to a kind of purlin crane system of Steel Structure Installation.
Background technology
As social senilization's degree is constantly deepened, China's labour market supplies gradual atrophy in recent years, labour into
This is rapid soaring, makes a general survey of each developed country's development course in the world, China future architecture market must be from labor-intensive to technology
Intensity transformation, China are currently carrying forward vigorously building industrialization reform, and this is also uniquely going out for future architecture industry development
Road.
Rapid with labour market price rises, and construction material cost proportion shared in project construction will be more next
Lower, especially steel production capacity in China's is seriously superfluous in recent years, and low level is kept relatively steady by price of steel product within following a period of time
Fixed, steel building will be further developed, and compared with traditional construction installation method, technological innovation can be improved further
Steel Structure Installation speed of application, safety and quality, the economic benefit and social benefit of steel building will highlight significantly.
The construction of existing steel building is used factory is pre-splicing or on-site consolidation, recycles tower crane lifting then to exist
High-altitude is spliced to form, and needs to set operating platform on completed steel construction when high-altitude is spliced, operation is provided for workmen
Space, complete to be further continued for concatenation construction on the Rotating fields, it is necessary to which operating platform is moved to after a Rotating fields are completed in construction,
And need to lift steel member by tower crane in work progress, such construction method is less efficient, labour demand compared with
Height, cost are also higher.
Utility model content
The defects of the purpose of this utility model is to overcome prior art, there is provided a kind of purlin of Steel Structure Installation, which is hung, is
System, solve to need to repeat Mobile operating platform in existing Construction of Steel Structure and whole process of constructing needs tower crane to be lifted and existed
Construction method is less efficient, the problem of labour demand is higher and cost is also higher.
Realizing the technical scheme of above-mentioned purpose is：
The utility model provides a kind of purlin crane system of Steel Structure Installation, including：
A pair of slide rails of the branch above steel construction；
Track support body on a pair of described slide rails is set up in, the track support body is slidedly arranged on corresponding slide rail；
The hanging basket being slidedly arranged on the track support body；And
The crane being slidedly arranged on the track support body.
Purlin crane system provided by the utility model, above steel construction and removable regulation hanging basket and removable is located at by branch
The crane of dynamic regulation, realize while provides operating platform for Construction of Steel Structure, additionally it is possible to directly handling steel member, without making
Lifting operation is carried out with tower crane.Operating platform is provided using hanging basket, solve needs to repeat to move in existing Construction of Steel Structure
The problem of operating platform, purlin crane system of the present utility model can reduce labour demand, greatly improve efficiency of construction and quality,
It is cost-effective.
The utility model Steel Structure Installation purlin crane system further improvement is that, the track support body includes relative
A pair of guide rails of setting and the spacing bearing for being installed on the rail end, the bottom of the guide rail is formed with the first track, institute
State cunning on the first track and set the hanging basket.
The utility model Steel Structure Installation purlin crane system further improvement is that, first track is in inverted T-shaped
Structure, including be fixedly arranged on the guide rail bottom riser and with riser transverse slat connected vertically；
Liftable hoisting structure is connected with the top of the hanging basket, movement is fixedly connected with the top of the hoisting structure
Mechanism, the travel mechanism are slidedly arranged on the transverse slat.
The utility model Steel Structure Installation purlin crane system further improvement is that, set on described a pair of guide rails
There is the second track above first track；
Crane hanging is between a pair of guide rails and being slidedly arranged on corresponding second track.
The utility model Steel Structure Installation purlin crane system further improvement is that, the crane is provided with liftable
Hoisting mechanism.
The utility model Steel Structure Installation purlin crane system further improvement is that, the bottom of described a pair of guide rails
Purlin rail drive mechanism is installed with, the purlin rail drive mechanism is located at the both ends of the guide rail and is slidedly arranged on corresponding slide rail, leads to
Crossing the purlin rail drive mechanism drives the guide rail to be moved along the slide rail.
The utility model Steel Structure Installation purlin crane system further improvement is that, the slide rail includes multiple removable
The slide rail beam of connection is unloaded, by adjusting the length adaptation of the quantity of the slide rail beam and the slide rail in the steel construction
The length of construction area.
The utility model Steel Structure Installation purlin crane system further improvement is that, in addition to branch is located at a pair of slide rails
Both ends at reinforcement；
The end of each slide rail beam is equipped with the reserved connecting plate for being connected with the reinforcement；
The end of the reinforcement is resisted against the slide rail beam at extreme, and is fixed with corresponding reserved connecting plate
Connection.
The utility model Steel Structure Installation purlin crane system further improvement is that, the reinforcement include it is multiple can
The joggle beam of dismantling connection, by adjusting the length adaptation of the quantity of the joggle beam and the reinforcement in the steel knot
The width of the construction area of structure.
The utility model Steel Structure Installation purlin crane system further improvement is that, the end of the slide rail is installed with
Spacing bearing.
Brief description of the drawings
Fig. 1 is the structure that the purlin crane system of the utility model Steel Structure Installation is installed on a preferred embodiment of steel construction
Schematic diagram.
Fig. 2 is that the purlin crane system of the utility model Steel Structure Installation connects the structural representation of support system.
Fig. 3 is the structural representation of the purlin crane system of the utility model Steel Structure Installation.
Fig. 4 is the structural representation of the side view of the purlin crane system of the utility model Steel Structure Installation.
Fig. 5 is the top view of the guide rail in the purlin crane system of the utility model Steel Structure Installation.
Fig. 6 be the utility model Steel Structure Installation purlin crane system in slide rail and track support body junction structural representation
Figure.
Fig. 7 to Fig. 9 is slide rail in the purlin crane system of the utility model Steel Structure Installation and point of reinforcement unloading process
Solution structure schematic diagram.
Embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
Refering to Fig. 1, the utility model provides a kind of purlin crane system of Steel Structure Installation, is provided for Construction of Steel Structure
The hanging basket and crane of removable regulation, wherein hanging basket provide construction operation platform, and crane realizes the component in work progress
Handling.Avoid is needed to set up operating platform in existing Construction of Steel Structure, and dismounting is had bad luck to next construction floor, then is set up
The cumbersome construction procedure of operating platform, the whole use of tower crane is also liberated, can be with for the component of the floor of current construction layer
Carry out handling installation using crane, it is less efficient to solve construction method present in existing construction, labour demand it is higher into
The problem of this is also higher.The structure of the purlin crane system of the utility model Steel Structure Installation is illustrated below in conjunction with the accompanying drawings.
As shown in Figure 1 to Figure 3, the purlin crane system 30 of Steel Structure Installation provided by the utility model includes a pair of slide rails
31st, track support body 32, hanging basket 33 and crane 34, a pair of slide rails, 31 tops for being located at steel construction 10, a pair of slide rails 31 can
By 20 tops for being located at steel construction 10 of support system, the support system 20 can be erected on the floor of steel construction 10,
The outside of steel construction 10 can be attached to, is fixedly connected with the steel column of steel construction 10.In the constantly construction upwards of steel construction 10
When, jack can be placed in the bottom of support system 20 of purlin crane system 30 and jacked, again by support system after jacking in place
20 are fixedly connected with steel construction 10.The support system 20 itself can also have automatic climbing function, in the bottom of support system 20
Be provided with hydraulic climbing mechanism so that support system 20 can automatic climbing, and then realize the automatic climbing of purlin crane system 30.
A pair of slide rails 31 are oppositely arranged, and track support body 32 is set up on a pair of slide rails 31, and track support body 32 is slidably installed in corresponding slide rail
On 31, track support body 32 can be moved along slide rail 31, so that the position of track support body 32 is adjustable, hanging basket 33 is slidedly arranged on
On track support body 32, hanging basket 33 can be moved along track support body 32 so that the position of hanging basket 33 is adjustable, and hanging basket 33 is logical
Crossing to be slidably installed on track support body 32 realizes hanging basket 33 and hangs in the top of steel construction 10, and the hanging basket 33 is that steel construction 10 provides
Construction operation platform, crane 34 are slidedly arranged on track support body 32, and crane 34 can move along track support body 32 so that crane
34 position is adjustable, and crane 34 is used for handling component.The track support body 32 that purlin is hung in system 30 can move along slide rail 31, realize
The regulation of the lateral displacement of hanging basket 33 and crane 34, and track support body 32 is erected on slide rail 31 and causes what track support body 32 was set
Direction and the setting direction of slide rail 31 are perpendicular, and hanging basket 33 and crane 34 can move along track support body 32, realize hanging basket 33
Length travel with crane 34 is adjusted, and hanging basket 33 provides working space for workmen, formed with operation horizontal in hanging basket 33
Platform, hanging basket 33 in system 30 and crane 34 are hung in purlin itself has liftable height adjusting function, can be according to the construction of reality
The height regulation of hanging basket 33 is highly carried out, crane 34 can be according to the construction location handling component of reality, then passes through track support body 32
The regulation of the lateral attitude of hanging basket 33 and crane 34 is realized along the movement of slide rail 31, by hanging basket 33 and crane 34 along track
The regulation of the lengthwise position of hanging basket 33 and crane 34 is realized in the movement of support body 32, so that hanging basket 33 and crane 34 can cover
Any construction location of steel construction 10, meet the construction requirement of aerial work.
Purlin crane system provided by the utility model is located above steel construction the and removable hanging basket adjusted by branch and can
The crane of mobile regulation, realize while provides operating platform for Construction of Steel Structure, additionally it is possible to directly handling steel member, without
Lifting operation is carried out using tower crane.Operating platform is provided using hanging basket, solve needs to repeat to move in existing Construction of Steel Structure
The problem of dynamic operating platform, purlin crane system of the present utility model are located at the top of steel construction by branch, and the purlin crane system can be with
The construction of steel construction and climbed, this, which climbs, to be jacked using jack.Crane system energy in purlin of the present utility model
Labour demand is enough reduced, greatly improves efficiency of construction and quality, it is cost-effective.
As a better embodiment of the present utility model, with reference to shown in Fig. 4 and Fig. 5, track support body 32 includes relative set
The a pair of guide rails 321 put and the spacing bearing 322 for being installed on the end of guide rail 231, a pair of guide rails 321 be arranged in parallel, spacing bearing
322 are fixedly arranged on the both ends at the top of guide rail 321.For accelerating construction progress, the track support body 32 set in system 30 is hung in purlin can
Think multiple, constructed while many places can be realized.The bottom of guide rail 321 is formed with the first track 3211, first track
Sliding on 3211 to set hanging basket 33, the first track 3211 is the basis that hanging basket 33 provides sliding, and hanging basket 33 can be along the first track 3211
Carry out slidable adjustment so that hanging basket 33 can be moved at the construction location of needs.Two are provided with one track support body 32
Guide rail 321, i.e., cunning sets a hanging basket 33 on each guide rail 321, so that a track support body 32 can provide two hanging baskets
33 are used as construction operation platform.Guide rail 321 can carry out transverse shifting along slide rail 31, and the lateral attitude for realizing hanging basket 33 is adjusted
Section, hanging basket 33 can carry out lengthwise position regulation along guide rail 321, and hanging basket 33 itself has lift adjustment function, realize height
Position adjustments on direction, three-dimensional regulation enable hanging basket 33 to be accurately adjusted to desired position of constructing.Further,
One track 3211 is in inverted T-shaped structure, including is fixedly arranged on the riser of the bottom of guide rail 321 and is vertically connected at the transverse slat of bottom of the riser,
The transverse slat forms the first track 3211 positioned at the upper surface of riser both sides, and hanging basket 33 is slided by the travel mechanism 332 at top and set
On the first track 3211.Specifically, the hoisting structure 331 of liftable regulation, hoisting structure are connected with the top of hanging basket 33
331 top is fixedly connected with travel mechanism 332, and the travel mechanism 332 includes the first roller 3321 and support 3322, the first roller
3321 are placed in the both sides of riser and are slidably installed in the upper surface of transverse slat, the support 3322 include located at transverse slat lower section lateral strut and
It is connected to lateral strut both ends and positioned at the U-shaped pole of the riser both sides, is provided with two top flanges of U-shaped pole
Rotatable first roller 3321, the support 3322 are folded in the first track by the first roller 3321 positioned at riser both sides
On 3211, the first roller 3321 can only be vertically moved along the upper surface of transverse slat, without producing lateral shift, in support
Motor is installed with 3322, first roller of motor drive connection 3321, it is achieved thereby that the first roller of control
3321 movement.The bottom of the support 3322 is fixedly connected with hoisting structure 331, and the hoisting structure 331 includes wire spool, winding
In the lifting rope on wire spool, be connected to the suspension hook of lifting rope end, hoisting structure 331 also includes motor, and with coiling dish driving
Connection, drive wire spool to rotate it is achieved thereby that the folding and unfolding of lifting rope by motor, be also achieved that the lift adjustment of suspension hook.This hangs
Hook, which hooks, sets connection hanging basket 33, and the lift adjustment of suspension hook has correspondingly driven the lifting of hanging basket 33.Specifically attachment structure is：Hanging basket
33 periphery is installed with hanger 333, and lifting rope 334 is connected with hanger 333, and the top of lifting rope 334 is fixedly connected with vertical loading board
335, the top of the vertical loading board 335 is connected with the suspension hook of hoisting structure 331, and suspension hook 333 is hooked and is located on vertical loading board 335.
As another better embodiment of the present utility model, as shown in Figures 3 to 5, position is provided with a pair of guide rails 321
The second track 3212 above the first track 3211, crane 34 are hung between a pair of guide rails 321 and are slidedly arranged on corresponding lead
On second track 3212 of rail 321.Second track 3212 is located at the top of the first track 3211 so that the mobile regulation of crane 34
It is relatively independent with the mobile regulation of hanging basket 33, it does not interfere with each other, crane 34 is used to lift 10 working steel member of steel construction, can save
The slightly use of tower crane.In a preferred embodiment, guide rail 321 is box beam, and the second track is provided with the top of box beam
3212.Crane 34 includes spandrel girder 341 and is installed in the drive mechanism 342 at the both ends of spandrel girder 341, and the drive mechanism 342 is slided and set
In on corresponding second track 3212, and spandrel girder 341 is driven to be moved along the second track 3212, in spandrel girder 341
Bottom hoisting mechanism 343 is installed, the hoisting mechanism 343 has elevating function, and bottom is connected with the hanging beam 3431 of lifting.
The handling of the assembled component of steel construction 10 is realized by hoisting mechanism 343.It is installed in the spacing bearing of the end of guide rail 321
322 are blocked in the end of the second track 3212, prevent the drive mechanism 342 on spandrel girder 341 from derailing.With reference to shown in Fig. 6, one
Purlin rail drive mechanism 323 is installed with to the bottom of guide rail 321, the purlin rail drive mechanism 323 is slidably installed on slide rail 31, and can be along
Slide rail 31 moves, so as to be moved with a pair of guide rails 321 along slide rail 31.Spacing branch also is provided with the both ends of slide rail 31
Seat, prevents guide rail 321 from derailing by spacing bearing.It is arranged on the spacing bearing of the end of slide rail 31 and is arranged on the end of guide rail 321
The structure of spacing bearing 322 in portion is identical, and the spacing bearing 322 includes the baffle plate erected and the stiffener for being fixedly arranged on the baffle plate back side,
Baffle plate and stiffener are fixedly connected with the end in corresponding slide rail 31 or guide rail 321, spacing work(is realized by baffle plate
Energy.
As another better embodiment of the present utility model, as shown in figure 3, slide rail 31 includes multiple be detachably connected
Slide rail beam 311, by adjusting the length adaptation of the quantity of slide rail beam 311 and slide rail 31 in the construction area of steel construction 10
Length.Slide rail 31 is arranged to the structure of detachable splicing connection, is easy to the length adjustment of slide rail 31, steel construction can be adapted to
The construction of 10 changes of section and various sizes of steel construction, can be according to the actual cross-section chi of steel construction 10 in practice of construction
The very little regulation that adaptability is carried out to slide rail 31, when the section of steel construction 10 becomes big, increase the length of slide rail 31, when steel construction 10
Section become hour, reduce slide rail 31 length.It can be fastenedly connected between two adjacent slide rail beams 311 by connection otic placode,
It is achieved thereby that be detachably connected, when needing to increase the length of slide rail 31, increase a slide rail beam 311 in end, by its with
Originally the slide rail beam of end is fastenedly connected by connection otic placode.When needing to reduce the length of slide rail 31, by end
Slide rail beam 311 is removed.Further, to improve the stability of slide rail 31, reinforcement is connected with the both ends of slide rail 31
36, reinforcement 36 connects two slide rails 31, forms stable force structure.At the end of each slide rail beam 311 of slide rail 31
The reserved connecting plate 312 for being connected with reinforcement 36 is equipped with portion, the end of reinforcement 36 rests upon the end of slide rail 31
It is fixedly connected on the slide rail beam 311 at place and with corresponding reserved connecting plate 312.As another preferable embodiment party of the present utility model
Formula, as shown in fig. 7, to adapt to the change of Design of Steel Structural Element Sections width, reinforcement 36 includes multiple joggle beams being detachably connected
361, by adjusting the length adaptation of the quantity of joggle beam 361 and reinforcement 36 in the width of the construction area of steel construction 10
Degree.So with reference to slide rail 31 length adaptation in steel construction 10 construction area length, reinforcement 36 and slide rail 31 enclose shape
Into the size of frame structure adaptability regulation can be done according to the change of the construction area of steel construction 10.On reinforcement 36
Being detachably connected between joggle beam 361 can be realized by the connection otic placode that end is set, and be connected in two joggle beams 361
When, two ends of joggle beam 361 are docked, two connection otic placodes of end fit, then pass through two connection otic placodes
The bolt run through is fastenedly connected, and realizes the connection of two joggle beams 361.When dismantling joggle beam 361, at connection otic placode
Connection is removed and can remove the joggle beam 361 positioned at end.
As shown in Figure 7 to 9, slide rail 31 and reinforcement 36 enclose the size of the frame structure to be formed can be according to actual use
Needs and be adjusted so that the frame structure can adapt to the changes of section of steel construction 10 and various sizes of steel construction
Construction.The size of slide rail 31 and reinforcement 36 is adjusted, and can only change length of the length of slide rail 31 without changing reinforcement 36,
Length of the length of reinforcement 36 without changing slide rail 31 can also only be changed, can be equal with the length of slide rail 31 and reinforcement 36
Change.Diminished with slide rail 31 and the length of reinforcement 36 below to illustrate how sized frame structure is, in Construction of Steel Structure
Become hour in the section for running into the steel construction 10 of construction, the size of the slide rail 31 on the crane system of purlin and reinforcement 36 can be reduced to fit
The construction operating mode for the steel construction 10 that section diminishes is answered, specifically, by positioned at the company of the reinforcement 36 of the first side and two slide rails 31
Releasing is connect, removes the slide rail beam 311 of two ends of slide rail 31, removes the quantity of slide rail beam 311 according to the section of steel construction 10
To determine, after the completion of dismounting, the length of reinforcement 36 is determined further according to the section of steel construction 10, by positioned at the reinforcement of the second side
36 one end is removed with the connection of slide rail 31, then removes the joggle beam 361 of the end of reinforcement 36 of second side, after the completion of
The end of the reinforcement 36 of second side is connected with the end of slide rail 31 again, the reserved connecting plate of the end of slide rail 31 can be passed through
312 are fastenedly connected.The joggle beam 361 on the reinforcement 36 of the first side is subjected to corresponding dismounting again, then again with two
Reserved connecting plate 312 on the slide rail beam 311 of the end of slide rail 31 is fastenedly connected.Realize slide rail 31 and reinforcement 36 encloses shape
Into the size of frame structure diminish, the function of flexible modulation is provided for purlin crane system of the present utility model, becomes in construction and cuts
During the structure of face, can flexibly it be adjusted as needed.
The utility model is described in detail above in association with accompanying drawing embodiment, those skilled in the art can root
Many variations example is made to the utility model according to described above.Thus, some details in embodiment should not be formed to this practicality
New restriction, the utility model will be used as the scope of protection of the utility model using the scope that appended claims define.
Claims (10)
- A kind of 1. purlin crane system of Steel Structure Installation, it is characterised in that including：A pair of slide rails of the branch above steel construction；Track support body on a pair of described slide rails is set up in, the track support body is slidedly arranged on corresponding slide rail；The hanging basket being slidedly arranged on the track support body；AndThe crane being slidedly arranged on the track support body.
- 2. the purlin crane system of Steel Structure Installation as claimed in claim 1, it is characterised in that the track support body includes relative A pair of guide rails of setting and the spacing bearing for being installed on the rail end, the bottom of the guide rail is formed with the first track, institute State cunning on the first track and set the hanging basket.
- 3. the purlin crane system of Steel Structure Installation as claimed in claim 2, it is characterised in that first track is in inverted T-shaped Structure, including be fixedly arranged on the guide rail bottom riser and with riser transverse slat connected vertically；Liftable hoisting structure is connected with the top of the hanging basket, moving machine is fixedly connected with the top of the hoisting structure Structure, the travel mechanism are slidedly arranged on the transverse slat.
- 4. the purlin crane system of Steel Structure Installation as claimed in claim 2, it is characterised in that set on described a pair of guide rails There is the second track above first track；Crane hanging is between a pair of guide rails and being slidedly arranged on corresponding second track.
- 5. the purlin crane system of Steel Structure Installation as claimed in claim 4, it is characterised in that the crane is provided with liftable Hoisting mechanism.
- 6. the purlin crane system of Steel Structure Installation as claimed in claim 2, it is characterised in that the bottom of described a pair of guide rails Purlin rail drive mechanism is installed with, the purlin rail drive mechanism is located at the both ends of the guide rail and is slidedly arranged on corresponding slide rail, leads to Crossing the purlin rail drive mechanism drives the guide rail to be moved along the slide rail.
- 7. the purlin crane system of Steel Structure Installation as claimed in claim 1, it is characterised in that the slide rail includes multiple removable The slide rail beam of connection is unloaded, by adjusting the length adaptation of the quantity of the slide rail beam and the slide rail in the steel construction The length of construction area.
- 8. the purlin crane system of Steel Structure Installation as claimed in claim 7, it is characterised in that also include branch and be located at a pair of slide rails Both ends at reinforcement；The end of each slide rail beam is equipped with the reserved connecting plate for being connected with the reinforcement；The end of the reinforcement is resisted against the slide rail beam at extreme, and fixes and connect with corresponding reserved connecting plate Connect.
- 9. the purlin crane system of Steel Structure Installation as claimed in claim 8, it is characterised in that the reinforcement include it is multiple can The joggle beam of dismantling connection, by adjusting the length adaptation of the quantity of the joggle beam and the reinforcement in the steel knot The width of the construction area of structure.
- 10. the purlin crane system of Steel Structure Installation as claimed in claim 1, it is characterised in that the end of the slide rail is fixed Limited location bearing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720643105.8U CN206971764U (en) | 2017-06-05 | 2017-06-05 | The purlin crane system of Steel Structure Installation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720643105.8U CN206971764U (en) | 2017-06-05 | 2017-06-05 | The purlin crane system of Steel Structure Installation |
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| CN206971764U true CN206971764U (en) | 2018-02-06 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107178211A (en) * | 2017-06-05 | 2017-09-19 | 中国建筑第八工程局有限公司 | The purlin crane system of Steel Structure Installation |
| CN108285085A (en) * | 2018-03-27 | 2018-07-17 | 中国建筑第八工程局有限公司 | Pipe installing vertical-horizontal means of transport and transportation resources |
| CN110467112A (en) * | 2019-09-18 | 2019-11-19 | 山东华泰钢结构工程有限公司 | A kind of especially big formed steel construction longitudinal direction climbing device |
| CN113216650A (en) * | 2021-05-19 | 2021-08-06 | 西南石油大学 | Integral lifting type automatic building construction platform |
-
2017
- 2017-06-05 CN CN201720643105.8U patent/CN206971764U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107178211A (en) * | 2017-06-05 | 2017-09-19 | 中国建筑第八工程局有限公司 | The purlin crane system of Steel Structure Installation |
| CN107178211B (en) * | 2017-06-05 | 2024-03-12 | 中国建筑第八工程局有限公司 | Truss hanging system for installing steel structure |
| CN108285085A (en) * | 2018-03-27 | 2018-07-17 | 中国建筑第八工程局有限公司 | Pipe installing vertical-horizontal means of transport and transportation resources |
| CN108285085B (en) * | 2018-03-27 | 2023-06-13 | 中国建筑第八工程局有限公司 | Pipeline installation vertical and horizontal transport tool and transport method |
| CN110467112A (en) * | 2019-09-18 | 2019-11-19 | 山东华泰钢结构工程有限公司 | A kind of especially big formed steel construction longitudinal direction climbing device |
| CN113216650A (en) * | 2021-05-19 | 2021-08-06 | 西南石油大学 | Integral lifting type automatic building construction platform |
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