CN206569938U - Roofing crane rood beam underframe - Google Patents
Roofing crane rood beam underframe Download PDFInfo
- Publication number
- CN206569938U CN206569938U CN201720134316.9U CN201720134316U CN206569938U CN 206569938 U CN206569938 U CN 206569938U CN 201720134316 U CN201720134316 U CN 201720134316U CN 206569938 U CN206569938 U CN 206569938U
- Authority
- CN
- China
- Prior art keywords
- girder
- level board
- panels
- crane
- auxiliary girder
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a kind of roofing crane rood beam underframe, especially a kind of roofing crane rood beam underframe for being related to Large-scale Roof crane technical field.The utility model provides one kind and not limited by roof particular surroundings, it can be laid out the weight with the crane dismantled to adjust its installation site according to building roof, and the dismounting of itself is difficult, it is easy to the roofing crane rood beam underframe carried, including cross, the cross is made up of girder and Half Beam, girder and Half Beam are mutually perpendicular to, and the Half Beam is two, in addition to auxiliary girder, the auxiliary girder is detachably connected on the end of cross, in addition to main connecting plate and side connecting plate.The application is light due to piece weight, can preserve rood beam underframe, to reuse.And the form for using auxiliary girder to be detachably connected with cross, by the connection of auxiliary girder end position different from cross, the application can be used in the case of the Various Complex of building roof.
Description
Technical field
The utility model is related to a kind of roofing crane rood beam underframe, especially one kind and is related to Large-scale Roof crane skill
The roofing crane rood beam underframe in art field.
Background technology
Large-scale Roof crane is usually used in high-building construction, and Large-scale Roof crane is typically using in dismounting
Climbing tower crane, therefore it is required for being installed in the roof of building, the rood beam underframe girder of traditional roof crane greatly
Fixed with half beam length, be limited by the particular surroundings of roof, it is impossible to the crane for being laid out and being dismantled according to building roof
Weight adjusts its installation site, and piece weight weight, causes the dismounting of itself difficult.Therefore in the prior art also without one
Plant and do not limited by roof particular surroundings, the weight for the crane that can be laid out and be dismantled according to building roof is pacified to adjust its
Holding position, and the dismounting of itself is difficult, is easy to the roofing crane rood beam underframe carried.
Utility model content
Technical problem to be solved in the utility model is to provide one kind and not limited by roof particular surroundings, can be according to building
The weight of thing roof layout and the crane dismantled is built to adjust its installation site, and the dismounting of itself is difficult, is easy to remove
The roofing crane rood beam underframe of fortune.
The utility model solves the roofing crane rood beam underframe that its technical problem is used, including cross, described
Cross is made up of girder and Half Beam, and the girder and Half Beam are mutually perpendicular to, it is characterised in that：The Half Beam is two, described
Two Half Beams are detachably connected on the both sides of girder, in addition to auxiliary girder respectively, and the auxiliary girder is detachably connected on the end of cross
Portion, in addition to main connecting plate and side connecting plate, the Half Beam include the level board and a piece of vertical plate that two panels be arranged in parallel, vertically
Plate is arranged in the middle of two panels level board, and two panels level board is connected, and the girder includes the level that two panels be arranged in parallel
Plate and a piece of vertical plate, vertical plate are arranged in the middle of two panels level board, and two panels level board is connected, and the auxiliary girder includes
Level board and a piece of vertical plate that two panels be arranged in parallel, vertical plate is arranged in the middle of two panels level board, and two panels level board is connected
Pick up come, the level board of the auxiliary girder is connected by main connecting plate with the level board of girder or Half Beam, the auxiliary girder it is vertical
Plate is connected by side connecting plate with the vertical plate of girder or Half Beam, in addition to built-in fitting, the built-in fitting include embedded board and
Pre-embedded bolt, the embedded board is connected on end of main beam or half beam end or auxiliary girder.
Further to have a reinforcement the setting of the two panels level board of girder is straight, the reinforcement simultaneously with girder
Level board and vertical plate are vertical.
Further that reinforcement is provided between the two panels level board of Half Beam, the reinforcement simultaneously with girder
Level board and vertical plate are vertical.
Further that reinforcement is provided between the two panels level board of auxiliary girder, the reinforcement simultaneously with girder
Level board and vertical plate are vertical.
The beneficial effects of the utility model are：The application is because girder, auxiliary girder, built-in fitting and Half Beam are using dismountable
Form, and Half Beam is divided into two parts, thus after the completion of construction, because piece weight is light, artificial, elevator may be selected, it is electronic
The modes such as cucurbit are dismantled and transported, and rood beam underframe is preserved, to reuse.And detachably connected with cross using auxiliary girder
The form connect, passes through the connection of the connection of auxiliary girder end position different from cross, and built-in fitting and cross or auxiliary girder
Position forms a variety of different types of attachment so that the application can be used in the case of the Various Complex of building roof.User
Most rational combining form and installation site can be selected according to the piece weight and the layout of roof of institute's break-down crane.
Brief description of the drawings
Fig. 1 is fractionation structural representation of the present utility model；
Fig. 2 is assembling structure schematic diagram of the present utility model；
Fig. 3 is the structural representation that the utility model combines one；
Fig. 4 is the structural representation that the utility model combines two；
Fig. 5 is the structural representation that the utility model combines three；
Fig. 6 is the structural representation that the utility model combines four；
Fig. 7 is the structural representation that the utility model combines five；
Fig. 8 is the structural representation that the utility model combines six；
Parts, position and numbering in figure：Girder 1, Half Beam 2, main connecting plate 3, side connecting plate 4, auxiliary girder 5, built-in fitting 6.
Embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings.
As shown in figure 1, roofing crane rood beam underframe of the present utility model, including cross, the cross is by leading
Beam 1 and Half Beam 2 are constituted, and the girder 1 and Half Beam 2 are mutually perpendicular to, it is characterised in that：The Half Beam 2 is two, described two and half
Beam 2 is detachably connected on the both sides of girder 1, in addition to auxiliary girder 5 respectively, and the auxiliary girder 5 is detachably connected on the end of cross,
Also include main connecting plate 3 and side connecting plate 4, the Half Beam 2 includes the level board and a piece of vertical plate that two panels be arranged in parallel, vertically
Plate is arranged in the middle of two panels level board, and two panels level board is connected, and the girder 1 includes the level that two panels be arranged in parallel
Plate and a piece of vertical plate, vertical plate are arranged in the middle of two panels level board, and two panels level board is connected, and the auxiliary girder 5 is wrapped
Level board and a piece of vertical plate that two panels be arranged in parallel are included, vertical plate is arranged in the middle of two panels level board, and by two panels level board
Connect, the level board of the auxiliary girder 5 is connected by main connecting plate 3 with the level board of girder 1 or Half Beam 2, the auxiliary girder 5
Vertical plate be connected by side connecting plate 4 with the vertical plate of girder 1 or Half Beam 2, in addition to built-in fitting 6, the built-in fitting 6 is wrapped
Embedded board and pre-embedded bolt are included, the embedded board is connected on the end of girder 1 or the end of Half Beam 2 or auxiliary girder 5.Due to girder
1st, auxiliary girder 5, built-in fitting 6 and Half Beam 2 use dismountable form, and Half Beam 2 is divided into two parts, therefore are completed in construction
Afterwards, because piece weight is light, the modes such as artificial, elevator, electric block may be selected and dismantles and transports, rood beam underframe is preserved, with
Just reuse.And the form for using auxiliary girder 5 to be detachably connected with cross, pass through the end position different from cross of auxiliary girder 5
Connection, and built-in fitting 6 forms a variety of different types of attachment from the link position of cross or auxiliary girder 5 so that this Shen
It is able to please be used in the case of the Various Complex of building roof.User can be according to the piece weight of institute's break-down crane and roof
Layout, selects most rational combining form and installation site.
It is provided with reinforcement between the two panels level board of girder 1, the reinforcement is simultaneously with the level board of girder 1 and erecting
Straight panel is vertical.
It is provided with reinforcement between the two panels level board of Half Beam 2, the reinforcement is simultaneously with the level board of girder 1 and erecting
Straight panel is vertical.
It is provided with reinforcement between the two panels level board of auxiliary girder 5, the reinforcement is simultaneously with the level board of girder 1 and erecting
Straight panel is vertical.
Reinforcement is set to be effectively increased structural strength on girder 1, Half Beam 2 and auxiliary girder 5, it is ensured that Large-scale Roof lifting
The structural stability of machine, increases its safety coefficient.
Specific embodiment：
Following six kinds of combining forms can be formed using the application roofing crane rood beam underframe：
As shown in figure 3, combining one, being made up of girder 1, Half Beam 2；
As shown in figure 4, combining two, being made up of girder 1, Half Beam 2, auxiliary girder 5 one, any one angle of optional cross；
As shown in figure 5, combining three, being made up of girder 1, Half Beam 2, auxiliary girder 5 two, any two jiaos of optional cross；
As shown in fig. 6, combining four, being made up of girder 1, Half Beam 2, auxiliary girder 5 three, any triangle of optional cross；
As shown in fig. 7, combining five, being made up of girder 1, Half Beam 2, auxiliary girder 5 four；
As shown in figure 8, combining six, being made up of girder 1, Half Beam 2, auxiliary girder 5 five, pre-embedded bolt, embedded board with eight.
Wherein pre-embedded bolt, pre-buried plate are matched somebody with somebody in combination one to five；Connecting plate, the quantity of side connecting plate 4 are identical with auxiliary girder 5, often
The form of kind matches somebody with somebody some bolt pairs.
The application can be used in the case of the Various Complex of building roof.User can be according to the single-piece of institute's break-down crane
The layout of weight and roof, 6 kinds of most suitable forms of combination weight of selection multipurpose underframe and installation site.By pre-buried spiral shell when using
Bolt, embedded board are embedded in building roof and levelling.Girder 1 is passed through into bolt pair connection such as Fig. 1, and ensure two beams in Half Beam 2
Into 90 degree of angles.One or more auxiliary girders 5 and girder 1, the other end of Half Beam 2 are connected by side connecting plate 4, auxiliary girder 5 and bolt pair
Connect.
Claims (4)
1. roofing crane rood beam underframe, including cross, the cross are made up of girder (1) and Half Beam (2), the master
Beam (1) and Half Beam (2) are mutually perpendicular to, it is characterised in that：The Half Beam (2) is two, and two Half Beams (2) are detachable respectively
The both sides of girder (1), in addition to auxiliary girder (5) are connected to, the auxiliary girder (5) is detachably connected on the end of cross, in addition to
Main connecting plate (3) and side connecting plate (4), the Half Beam (2) include the level board and a piece of vertical plate that two panels be arranged in parallel, vertically
Plate is arranged in the middle of two panels level board, and two panels level board is connected, and the girder (1) includes the water that two panels be arranged in parallel
Flat board and a piece of vertical plate, vertical plate are arranged in the middle of two panels level board, and two panels level board is connected, the auxiliary girder
(5) the two panels level board and a piece of vertical plate that be arranged in parallel are included, vertical plate is arranged in the middle of two panels level board, and by two panels water
Flat board is connected, and the level board of the auxiliary girder (5) is connected by the level board of main connecting plate (3) and girder (1) or Half Beam (2)
Connect, the vertical plate of the auxiliary girder (5) is connected by side connecting plate (4) with the vertical plate of girder (1) or Half Beam (2), in addition to
Built-in fitting (6), the built-in fitting (6) includes embedded board and pre-embedded bolt, and the embedded board is connected to girder (1) end or half
On beam (2) end or auxiliary girder (5).
2. roofing crane rood beam underframe as claimed in claim 1, it is characterised in that：In the two panels level board of girder (1)
Between be provided with reinforcement, the reinforcement is simultaneously vertical with the level board and vertical plate of girder (1).
3. roofing crane rood beam underframe as claimed in claim 1, it is characterised in that：In the two panels level board of Half Beam (2)
Between be provided with reinforcement, the reinforcement is simultaneously vertical with the level board and vertical plate of girder (1).
4. roofing crane rood beam underframe as claimed in claim 1, it is characterised in that：In the two panels level board of auxiliary girder (5)
Between be provided with reinforcement, the reinforcement is simultaneously vertical with the level board and vertical plate of girder (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720134316.9U CN206569938U (en) | 2017-02-14 | 2017-02-14 | Roofing crane rood beam underframe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720134316.9U CN206569938U (en) | 2017-02-14 | 2017-02-14 | Roofing crane rood beam underframe |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206569938U true CN206569938U (en) | 2017-10-20 |
Family
ID=60059359
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720134316.9U Active CN206569938U (en) | 2017-02-14 | 2017-02-14 | Roofing crane rood beam underframe |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206569938U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108383016A (en) * | 2018-03-26 | 2018-08-10 | 宁波建工工程集团有限公司 | Assembling steel construction tower crane platform and its construction method |
| CN110002349A (en) * | 2019-05-13 | 2019-07-12 | 黄玉学 | A kind of detachable hanging apparatus |
| CN113401810A (en) * | 2021-05-10 | 2021-09-17 | 辽宁天一重工有限公司 | Self-assembling and self-disassembling roof crane |
-
2017
- 2017-02-14 CN CN201720134316.9U patent/CN206569938U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108383016A (en) * | 2018-03-26 | 2018-08-10 | 宁波建工工程集团有限公司 | Assembling steel construction tower crane platform and its construction method |
| CN110002349A (en) * | 2019-05-13 | 2019-07-12 | 黄玉学 | A kind of detachable hanging apparatus |
| CN113401810A (en) * | 2021-05-10 | 2021-09-17 | 辽宁天一重工有限公司 | Self-assembling and self-disassembling roof crane |
| CN113401810B (en) * | 2021-05-10 | 2024-05-28 | 辽宁天一重工有限公司 | Roof hanging capable of being assembled and disassembled |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206569938U (en) | Roofing crane rood beam underframe | |
| CN101397844B (en) | Construction method of special section steel concrete composite structure inclined wall mould base engineering | |
| CN207749908U (en) | A kind of enclosure wall of full assembly lightweight steel construction | |
| CN207260338U (en) | Pseudo-classic architecture wood sets of brackets on top of the columns roofing and concrete main body frame connecting structure | |
| CN206352391U (en) | Socket joint type key slot type Quick Release support system | |
| CN106801511A (en) | A kind of super large reserved opening hanging mould structure and its construction method | |
| CN106193402B (en) | Girder truss integrated form flooring module and its installation method | |
| CN108049666B (en) | A kind of echelon installation method of super plane multilayer steel truss electronic workshop steel construction | |
| CN205100104U (en) | Foldable landing stage decking | |
| CN206530050U (en) | A kind of super large reserved opening hanging mould structure | |
| CN202450762U (en) | Construction lifting platform | |
| CN207879008U (en) | Diameter Silo structure roof support system | |
| CN106351245A (en) | Tower crane foundation base and construction method thereof | |
| CN105625732B (en) | Superelevation overhanging steel structure truss support free construction method | |
| CN202865996U (en) | Room modular structure for nuclear power plant | |
| CN205259406U (en) | Modularization building wall changes corner connector | |
| CN104961058B (en) | A kind of double Z shaped support steel beam and crane supporting member and preparation method containing it | |
| CN103628692A (en) | Floor beam mounting bracket and use and construction method thereof | |
| CN207245128U (en) | A kind of skyscraper steel pipe scaffold | |
| CN207277870U (en) | A kind of elevator protective device with shaped | |
| CN103195079B (en) | Installing type template, installing type template group and complete installing type plate device | |
| CN205990773U (en) | A kind of construction discharging platform | |
| CN204754150U (en) | Dish -type node formula scaffold | |
| CN105464218B (en) | One kind landing truss bearing pin connecting joint structure | |
| CN203545530U (en) | Bridge for tower crane |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |