CN206319624U - Construction for frame ball node locating conversion equipment - Google Patents
Construction for frame ball node locating conversion equipment Download PDFInfo
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- CN206319624U CN206319624U CN201620610638.1U CN201620610638U CN206319624U CN 206319624 U CN206319624 U CN 206319624U CN 201620610638 U CN201620610638 U CN 201620610638U CN 206319624 U CN206319624 U CN 206319624U
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Abstract
The utility model discloses a kind of construction for frame ball node locating conversion equipment, it is made up of positioner and reforming unit two parts, positioner is by vertical steel pipe, fixing steel plate, Level tune girder steel and the support steel beam being connected with Level tune girder steel are constituted, and the bottom left and right sides of wherein Level tune girder steel sets first respectively and second can adjust silk beam；The side of bottom two of support steel beam sets adjustable U-shaped jacking adjusting screw respectively；U-shaped jacking adjusting screw is can adjust to be made up of U-shaped jacking and vertical adjustable leading screw；Reforming unit is connected to form by can adjust U-shaped jacking adjusting screw and support steel beam, wherein：U-shaped jacking adjusting screw is can adjust to be made up of U-shaped jacking and adjusting screw and steel branch pipe.The utility model has making easy to process, practical, the convenient and safe and repeatable beneficial effect utilized.
Description
Technical field
The utility model is related to a kind of construction for frame ball node locating conversion equipment, belongs to construction steel structure technology
Field.
Background technology
Solder sphere, bolt sphere and other ball member Elements of Space Grid Truss are to be passed through by rod member and spheroid according to certain grid configuration
The space structure that node links, has the advantages that space-load, lightweight, rigidity be big, anti-seismic performance is good.In recent years, with
The process for Building Trade in China modernization accelerates and scientific and technical development, and large span space Elements of Space Grid Truss should Building Trade in China
Constantly expanded with scope, be widely used in large-span industrial building in industrial building, aircraft assembly shop, bulk storage plant, and
Stadiums, cultural venue.The installation method of rack is scattered spelling mostly in rack engineering, and its installation method uses and sets up full hall
Red support body, sets positioning moulding bed device to adjust solder sphere absolute altitude, due to net on support body platform at each welding ball position
Frame solder sphere quantity is more so its quantity and cost consumption for positioning moulding bed device is larger and positioner is not recyclable makes
Into the generation of construction waste, in addition, the positioning precision of the ball centre point in space structure directly affects the overall shaping of project
Precision.Therefore in building engineering construction for solder sphere positioning conversion device utilization, and how to make solder sphere positioning dress
Putting i.e. convenient construction can recycle to reduce the input of measure expense and highest attention is should give in the generation of waste material again.
In the prior art, a kind of construction of frame ball node locating conversion equipment, by horizontal level adjusting means and absolute altitude
Adjusting means configuration is formed, and wherein horizontal level adjusting means is placed on the crossbeam on elevation adjusting device, and single unit system is set
Put on the supporting frame of solder sphere bottom.Its implementation process in the prior art, is the full hall set up at rack projection
Measure dressing plate at red supporting frame platform with level meter, then actual setting-out, snap the line are to mark solder sphere each water
Prosposition is put, and positioner jack is placed on into corresponding position, the elevation location to adjust each solder sphere.Erecting and welding
During the prestressed component of ball bottom tearing open to take and carrying for prestressing force corresponding site supporting frame scene need to be carried out after after rack installation
Confess operating space and carry out prestressed component installation.
, there is following defect in the setting of above-mentioned frame ball node locating device：
1) the internal force conversion of ball and rod member can not, be realized.
2), ball node installation accuracy is difficult to ensure that.
3), ball node in-site measurement workload is big, and efficiency is low.
4) the measure cost needed for, installing is higher.
5), positioning moulding bed device causes substantial amounts of waste, it is impossible to recycle.
In frame ball node construction, economy how is designed, time saving and energy saving, scientific and reasonable ball-joint point location converting means
Put, to overcome the defect that prior art is present, the problem of extremely being paid close attention to as building industry engineers and technicians is also that building is applied
The problem of work engineers and technicians urgently R and D.
Utility model content
The purpose of this utility model, is the defect existed for prior art, and provides a kind of simple to operate, convenient peace
Entirely, the construction for Elements of Space Grid Truss ball node positioning conversion device of practical and recoverable.
To achieve the above object, the technical scheme used is the utility model：
A kind of construction for frame ball node locating conversion equipment, it is characterised in that：By positioner and reforming unit
Two parts are constituted, the positioner and reforming unit, and its structure is respectively：
The structure of positioner is successively by vertical steel pipe, positioned at the fixing steel plate of vertical steel pipe bottom end, positioned at positioning steel
The Level tune girder steel of plate bottom surface, and the support steel beam being connected with Level tune girder steel, vertically can adjust leading screw, U-shaped jacking
Constitute, wherein：
Level tune girder steel, its bottom left and right sides is respectively equipped with first adjustable silk beam and second and can adjust silk beam,
Wherein：
First adjustable silk beam, by positioning closure plate, positioning top board and adjusting screw composition；
Second can adjust silk beam, by positioning closure plate, positioning top board and adjusting screw composition；
Support steel beam, its side of bottom two is respectively equipped with adjustable U-shaped jacking adjusting screw, described to can adjust U-shaped jacking
Adjusting screw, by U-shaped jacking and vertically can adjust leading screw and constitutes；
The structure of reforming unit is connected to form by can adjust U-shaped jacking adjusting screw and support steel beam, wherein：It is adjustable
U-shaped jacking adjusting screw, is made up of U-shaped jacking and adjusting screw and steel branch pipe.
Described positioner, the size of its each component, respectively：Vertical steel pipe, its caliber, wall thickness and height, respectively
It is designed as Ф 200mm~Ф 600mm, 10mm~16mm and 150mm~600mm；
Fixing steel plate, its appearance and size length x width x thickness is 750mm~1200mm × 750mm~1200mm × 10
~16mm；
Level tune girder steel, is I-steel 12, and its appearance and size is wide × high × long, respectively 62mm × 120mm ×
1800mm~2300mm；
The positioning closure plate of first adjustable silk beam, positions top board, is steel plate material, appearance and size is respectively long 70mm
× wide 120mm × thickness 25mm and long 70mm × wide 120mm × thickness 30mm；
The adjusting screw of first adjustable silk beam, its leading screw diameter of section and length, respectively 30mm, long 130mm；
Second can adjust the positioning closure plate of silk beam, positions top board, is steel plate material, appearance and size is respectively long 70mm
× wide 120mm × thickness 25mm and long 70mm × wide 120mm × thickness 30mm；
Second can adjust the adjusting screw of silk beam, leading screw diameter of section and length, respectively diameter 30mm and length
130mm；
Support steel beam, is I-steel 12, and its size is wide × high × long, respectively 62mm × 120mm × 1900mm；It is adjustable
The vertically adjustable leading screw of U-shaped jacking adjusting screw, leading screw diameter of section 30mm, long 200~250mm；
The U-shaped jacking of U-shaped jacking adjusting screw is can adjust, material is channel-section steel 12, length 150mm.
Described reforming unit, constitutes the size of its each component, is respectively：
U-shaped jacking, material is channel-section steel 12, length 150mm；
Adjusting screw, its diameter of section 30mm, long 200mm~250mm；
Steel branch pipe, its caliber, wall thickness and height, are separately designed as Ф 60mm, 3.2mm and 150mm.Advantage and beneficial effect
Compared with prior art, the utility model has significant advantage and beneficial effect
Advantage：
1) construction Difficulties of ball node lower pole segments installation difficulty are solved.
2) it is, easy to process to make.3) it is, convenient and safe.4) it is, practical.5), repeat and utilize.
Beneficial effect：
1) ensure that suspen-shell structure latticed shell structure both meets load requirement in installation at high altitude, welding and internal force transfer process,
It can guarantee that again and do not change structure stress system.
2), combined in work progress using the device and total station survey, greatly reducing ball node positioning time and
Manually, economic benefit and duration benefit are obvious.
3) it, can be very good to meet the safety and stability that latticed shell structure is installed.
4), simple to operate, safety is safe, is conducive to the installation of reticulated shell lower member, and the device uses to be non-disposable
Ball node positioning conversion device, may be reused, save resource, be conducive to environmental protection.
Brief description of the drawings
Fig. 1 is the utility model structural representation；
Fig. 2 is Fig. 1 ball node positioning device structure schematic diagrames；
Fig. 3 is Fig. 1 ball node conversion device structure schematic diagrames；
Fig. 4 is the adjustable leading screw plate structure schematic diagram of Level tune girder steel in Fig. 2；
Fig. 5 is U-shaped jacking screw structure schematic diagram in Fig. 3.
In Fig. 1：1 solder sphere；2 steel pipe bearings；3 fixing steel plates；4 Level tune girder steels；5 support steel beams；6 is adjustable U-shaped
Jacking adjusting screw.
In Fig. 2：1 solder sphere；2 steel pipe bearings；3 fixing steel plates；4 Level tune girder steels；The adjustable silk beams of 4a first；4b
Second can adjust silk beam；5 support steel beams.
In Fig. 3：5 support steel beams；6 can adjust U-shaped jacking adjusting screw；6-1U type jackings；6-2 adjusting screws；6-3 steel branch
Pipe.
In Fig. 4：4 Level tune girder steels；4a-1 positions closure plate；4-2 positions top board；4-3 adjusting screws；4b-1 positioning plugs
Plate；4-4 positions top board；4-5 adjusting screws.
In Fig. 5：5 support steel beams；5a can adjust U-shaped jacking adjusting screw；5-1U type jackings；5-2 vertically can adjust leading screw.
Embodiment
Below in conjunction with the accompanying drawings and preferred embodiment describes embodiment of the present utility model in detail.
Embodiment
A kind of construction for frame ball node locating conversion equipment, as shown in figure 1, by positioner D and reforming unit Z
Two parts are constituted, the positioner D and reforming unit Z, and its structure is respectively：As shown in figure 1, positioner D structure according to
It is secondary by vertical steel pipe 2, positioned at the fixing steel plate 3 of the bottom end of vertical steel pipe 2, the Level tune girder steel positioned at the bottom surface of fixing steel plate 3
4, and the support steel beam 5 being connected with Level tune girder steel 4, vertical adjustable leading screw 5-2, U-shaped jacking 5-1 compositions, wherein：
Level tune girder steel 4, its bottom left and right sides is respectively equipped with first adjustable silk beam 4a and second and can adjust silk
Beam 4b, as shown in Figure 2：
First adjustable silk beam 4a, as shown in figure 4, by positioning closure plate 4a-1, positioning top board 4-2 and adjusting screw 4-3
Composition；
Second can adjust silk beam 4b, as shown in figure 4, by positioning closure plate 4b-1, positioning top board 4-4 and adjusting screw 4-5
Composition；
Support steel beam 5, as shown in figure 5, its side of bottom two is respectively equipped with adjustable U-shaped jacking adjusting screw 5a, it is described
U-shaped jacking adjusting screw 5a is can adjust, by U-shaped jacking 5-1 and vertically leading screw 5-2 is can adjust and constitutes；
Reforming unit Z structure by can adjust U-shaped jacking adjusting screw 6 with support steel beam 5 as shown in figure 1, be connected structure
Into, wherein：
U-shaped jacking adjusting screw 6 is can adjust, is made up of U-shaped jacking 6-1 and adjusting screw 6-2 and steel branch pipe 6-3, such as Fig. 3
It is shown.
Described positioner D, the size of its each component, respectively：
Vertical steel pipe, its caliber, wall thickness and height, separately design as Ф 200mm~Ф 600mm, 10mm~16mm and
150mm~600mm, the caliber of the present embodiment, wall thickness and height, are separately designed as Ф 550mm, 14mm and 400mm,；
Fixing steel plate 3, its appearance and size length x width x thickness be 750mm~1200mm × 750mm~1200mm ×
10~16mm, the appearance and size length x width x thickness of the present embodiment is 900mm × 900mm × 10mm；
Level tune girder steel 4, is I-steel 12, and its appearance and size is wide × high × long, respectively 62mm × 120mm ×
1800mm~2300mm, the width × height × length of the present embodiment, respectively 62mm × 120mm × 2100mm；
First adjustable silk beam 4a positioning closure plate 4a-1, positions top board 4-2, is steel plate material, appearance and size point
Wei not long 70mm × wide 120mm × thickness 25mm and long 70mm × wide 120mm × thickness 30mm；
First adjustable silk beam 4a adjusting screw 4-3, its leading screw diameter of section and length, respectively 30mm are long
130mm；
Second can adjust silk beam 4a positioning closure plate 4b-1, position top board 4-4, be steel plate material, appearance and size point
Wei not long 70mm × wide 120mm × thickness 25mm and long 70mm × wide 120mm × thickness 30mm；
Second can adjust silk beam 4b adjusting screw 4-5, leading screw diameter of section and length, respectively diameter 30mm and length
130mm；
Support steel beam 5, is I-steel 12, and its size is wide × high × long, respectively 62mm × 120mm × 1900mm；
Adjustable U-shaped jacking adjusting screw 5a vertically adjustable leading screw 5-2, leading screw diameter of section 30mm, long by 200~
250mm；
U-shaped jacking adjusting screw 5a U-shaped jacking 5-1 is can adjust, material is channel-section steel 12, length 150mm.
Described reforming unit Z, constitutes the size of its each component, is respectively：
U-shaped jacking 6-1, material is channel-section steel 12, length 150mm；
Adjusting screw 6-2, its diameter of section 30mm, long 200mm~250mm；
Steel branch pipe 6-3, its caliber, wall thickness and height, are separately designed as Ф 60mm, 3.2mm and 150mm.Rack ball node
The application process of positioning conversion device：
1), positioner D is vertically installed on the supporting frame rod member of ball node surrounding relevant position.
2), solder sphere 1 is sling on the vertical steel pipe 2 being gently placed on solder sphere positioner D.
3), the central cross line of coordinate measuring solder sphere 1 of the ball node in drawing, uses total station survey vertical elevation
The adjustable U-shaped jacking leading screw 6 in solder sphere positioner D is adjusted, is positioned with total station survey horizontal coordinate adjustment solder sphere
First adjustable silk beam 4a and second of the left and right sides of Level tune girder steel 4 in device D can adjust silk beam 4b, until welding
The coordinate of ball 1 is in place.
4) after, the position of solder sphere 1 is determined, the rod member at the ball node and ball bonding are fixed.
5), for the rack of suspended-dome structure, the prestressed component by ball node vertical lower is also needed to install.
At this moment reforming unit Z is placed on the support steel beam 5 in ball node member bar positioner D, with reforming unit Z
Adjustable U-shaped jacking 6-1 hold up rod member in ball node.
6) the whole weight of ball node, is now held up with conversion equipment Z, taking advantage of a situation, it is vertical in positioner D to remove
Steel pipe 2, fixing steel plate 3, Level tune girder steel 4.Prestressed component below ball node is installed.
7), so far, frame ball node locating conversion device operation is finished.
The above, is only preferred embodiment of the present utility model, not makees any to structure of the present utility model
Formal limitation.It is every any simple modification made according to technical spirit of the present utility model to above example, equivalent
Change and modification, in the range of still falling within the technical solution of the utility model.
Claims (3)
1. a kind of construction for frame ball node locating conversion equipment, it is characterised in that：By positioner (D) and reforming unit
(Z) two parts are constituted, the positioner (D) and reforming unit (Z), and its structure is respectively：
The structure of positioner (D) is successively by vertical steel pipe (2), positioned at the fixing steel plate (3) of vertical steel pipe (2) bottom end, position
Level tune girder steel (4) in fixing steel plate (3) bottom surface, and the support steel beam (5) being connected with Level tune girder steel (4), are erected
To adjustable leading screw (5-2), U-shaped jacking (5-1) is constituted, wherein：Level tune girder steel (4), its bottom left and right sides, is respectively equipped with
First adjustable silk beam (4a) and second can adjust silk beam (4b), wherein：
First adjustable silk beam (4a), by positioning closure plate (4a-1), positioning top board (4-2) and adjusting screw (4-3) composition；
Second can adjust silk beam (4b), by positioning closure plate (4b-1), positioning top board (4-4) and adjusting screw (4-5) composition；
Support steel beam (5), its side of bottom two is respectively equipped with adjustable U-shaped jacking adjusting screw (5a), described to can adjust U-shaped top
Adjusting screw (5a) is held in the palm, by U-shaped jacking (5-1) and vertically leading screw (5-2) is can adjust and constitutes；
The structure of reforming unit (Z) is connected to form by can adjust U-shaped jacking adjusting screw (6) and support steel beam (5), wherein：
U-shaped jacking adjusting screw (6) is can adjust, is made up of U-shaped jacking (6-1) and adjusting screw (6-2) and steel branch pipe (6-3).
2. it is used for the construction of frame ball node locating conversion equipment according to claim 1, it is characterised in that：Described positioning
Device (D), the size of its each component, respectively：Vertical steel pipe (2), its caliber, wall thickness and height, are separately designed as Ф 200mm
~Ф 600mm, 10mm~16mm and 150mm~600mm；Fixing steel plate (3), its appearance and size length x width x thickness is
750mm~1200mm × 750mm~1200mm × 10~16mm；
Level tune girder steel (4), is I-steel 12, and its appearance and size is wide × high × long, respectively 62mm × 120mm × 1800mm
~2300mm；
The positioning closure plate (4a-1) of first adjustable silk beam (4a), positioning top board (4-2), is steel plate material, appearance and size
Respectively long 70mm × wide 120mm × thickness 25mm and long 70mm × wide 120mm × thickness 30mm；
The adjusting screw (4-3) of first adjustable silk beam (4a), its leading screw diameter of section and length, respectively 30mm are long
130mm；
Second can adjust the positioning closure plate (4b-1) of silk beam (4a), and positioning top board (4-4) is steel plate material, appearance and size
Respectively long 70mm × wide 120mm × thickness 25mm and long 70mm × wide 120mm × thickness 30mm；
Second can adjust the adjusting screw (4-5) of silk beam (4b), leading screw diameter of section and length, respectively diameter 30mm and length
130mm；
Support steel beam (5), is I-steel 12, and its size is wide × high × long, respectively 62mm × 120mm × 1900mm；
The vertically adjustable leading screw (5-2) of adjustable U-shaped jacking adjusting screw (5a), leading screw diameter of section 30mm, long by 200~
250mm；
The U-shaped jacking (5-1) of U-shaped jacking adjusting screw (5a) is can adjust, material is channel-section steel 12, length 150mm.
3. it is used for the construction of frame ball node locating conversion equipment according to claim 1, it is characterised in that：Described conversion
Device (Z), constitutes the size of its each component, is respectively：
U-shaped jacking (6-1), material is channel-section steel 12, length 150mm；
Adjusting screw (6-2), its diameter of section 30mm, long 200mm~250mm；
Steel branch pipe (6-3), its caliber, wall thickness and height, are separately designed as Ф 60mm, 3.2mm and 150mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620610638.1U CN206319624U (en) | 2016-06-17 | 2016-06-17 | Construction for frame ball node locating conversion equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620610638.1U CN206319624U (en) | 2016-06-17 | 2016-06-17 | Construction for frame ball node locating conversion equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206319624U true CN206319624U (en) | 2017-07-11 |
Family
ID=59262149
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620610638.1U Active CN206319624U (en) | 2016-06-17 | 2016-06-17 | Construction for frame ball node locating conversion equipment |
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| Country | Link |
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| CN (1) | CN206319624U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108360829A (en) * | 2018-03-17 | 2018-08-03 | 卢爱珠 | A kind of telescopic construction protection rack |
| CN113700311A (en) * | 2021-09-28 | 2021-11-26 | 中能建西北城市建设有限公司 | Construction method for high-altitude positioning of steel casting of steel structure building |
-
2016
- 2016-06-17 CN CN201620610638.1U patent/CN206319624U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108360829A (en) * | 2018-03-17 | 2018-08-03 | 卢爱珠 | A kind of telescopic construction protection rack |
| CN113700311A (en) * | 2021-09-28 | 2021-11-26 | 中能建西北城市建设有限公司 | Construction method for high-altitude positioning of steel casting of steel structure building |
| CN113700311B (en) * | 2021-09-28 | 2022-10-11 | 中能建西北城市建设有限公司 | Construction method for high-altitude positioning of steel casting of steel structure building |
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