CN206681394U - A kind of building roof lighting Zhongting steel structure slipping device - Google Patents
A kind of building roof lighting Zhongting steel structure slipping device Download PDFInfo
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- CN206681394U CN206681394U CN201720502821.4U CN201720502821U CN206681394U CN 206681394 U CN206681394 U CN 206681394U CN 201720502821 U CN201720502821 U CN 201720502821U CN 206681394 U CN206681394 U CN 206681394U
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- steel
- sliding rail
- column
- base plate
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 125
- 239000010959 steel Substances 0.000 title claims abstract description 125
- 238000003466 welding Methods 0.000 claims description 17
- 241001669679 Eleotris Species 0.000 claims description 3
- 238000002513 implantation Methods 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 3
- 241001282153 Scopelogadus mizolepis Species 0.000 claims 1
- 238000010276 construction Methods 0.000 description 7
- 238000005516 engineering process Methods 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Abstract
A kind of building roof lighting Zhongting steel structure slipping device, steel roof truss realizes support by steel column, bottle gouard moved by hands is advanced by pulling chain to draw column base plate, column base plate drives steel column and the steel roof truss being supported in above steel column at the uniform velocity to advance by crawler type heavy body transporting unit, when crawler type heavy body transporting unit, which has, deviates sliding rail or incorrect angle, pause is slided immediately, steel roof truss is jacked up by the bracing members bracket below steel column upwards using jack, behind the position for aligning crawler type heavy body transporting unit, jack slowly puts down steel roof truss again by the bracing members bracket below steel column, steel roof truss is further continued at the uniform velocity sliding to target location.The utility model has the characteristics of structure is novel, support steadiness is high, sliding stability is good, practical.
Description
Technical field
The utility model belongs to construction auxiliary equipment field, is related to a kind of building roof lighting Zhongting steel knot
Structure slide device.
Background technology
The large-scale buildings such as large-scale market, exhibition city, in order to meet the needs of its internal daylighting, some buildings
Top can use ultra-large type daylighting roof system, i.e., Zhongting, Zhongting are to fix and support the light transmissive materials such as glass by steel construction,
Because large-scale Zhongting steel construction can not directly be lifted in building by crane, so steel member can only be hung into roofing
Upper progress is assembled and lifting forms steel roof truss structure, and current form of construction work is all that the target location directly on roofing is directly entered
Row is assembled and lifting, but under the inconsistent particular surroundings of high-altitude roofing absolute altitude, in this large span, large space
The construction of the structural steelwork in front yard just proposes higher construction requirement.
The content of the invention
In order to solve the construction demand in the case where high-altitude roofing absolute altitude is inconsistent to Zhongting structural steelwork, this practicality
A kind of new building roof lighting Zhongting steel structure slipping device of offer, assembled good steel roof truss pass through this practicality
For novel slippage to target location, it has the characteristics of structure is novel, support steadiness is high, sliding stability is good, practical.
In order to achieve the above object, the utility model takes following particular technique measure：Adopt on a kind of building roof
Light Zhongting steel structure slipping device, it is by two sliding rails, steel plate washer, angle steel, bolt, channel-section steel, crawler type heavy thing moving
Device, column base plate, steel column, triangle steel scapulet, bracing members bracket, steel traction bearing, bottle gouard moved by hands composition, its feature exist
In,
Two sliding rails in left and right, sliding rail center line are equipped with along the framework back region in steel roof truss axial location
Overlapped with bottom concrete platform crossbeam axis, the sliding rail of left and right two is as supporting guide；The bottom of every sliding rail
Steel plate washer is equipped with by welding, steel plate washer is anchored on the big top surface of the beam of platform by welding, and the levelness of sliding rail is led to
Cross steel plate washer to be adjusted, the gap between the bottom surface and platform crossbeam upper surface of sliding rail is equipped with sleeper；
The left and right sides of every sliding rail are welded with angle steel, the bolt of the cross break of angle steel to position by Ф 30mm
Realize and be fastenedly connected with the top surface of platform crossbeam, the implantation depth of bolt is 20 times of diameters of bolt；
Connected between adjacent two-section sliding rail by the way that level meter is parallel in same level and by firm welding
Together, keep on the same axis, forming upper strata track and lower floor's track between the sliding rail of two-section up and down of different level；
The top surface of every sliding rail is fastened with a channel-section steel by welding, and channel-section steel has groove face upward and is used as crawler belt
The movable passageway of formula heavy body transporting unit, the bottom axle center part in column base plate is fastened by bolts at the top of crawler type heavy body transporting unit
There is a steel column at position, the top surface middle part of column base plate by welding vertically-arranged, and the top of steel column, which passes through, welds and the crossbeam of steel roof truss reality
Now it is fastenedly connected；
Further, four angular zones of column base plate are drilled with king bolt hole, and column base plate is also drilled with a circular dog hole；
The side wall lower ends of every steel column are welded with the two pieces of triangle steel scapulets in left and right, two pieces of left and right triangle steel scapulet
Between be symmetrical arranged；
The side wall lower ends of every steel column are also welded with two bracing members brackets, symmetrical between two bracing members brackets to set
Put, each bracing members bracket includes horizontal base plate and riser, and the bottom of riser is welded in the middle part of the top surface of horizontal base plate, bracing members ox
The inner side edge of leg is welded in the side wall lower ends of steel column, and bracing members bracket is arranged at the top of triangle steel scapulet；
The top surface of every sliding rail is welded with one piece of steel traction bearing, and steel traction bearing is welded on advance side
To front, the rear of bottle gouard moved by hands hung on traction bearing, and the post bottom below steel column is hooked in front of bottle gouard moved by hands
Circular dog hole on plate；
The side of every sliding rail is provided with unified graduated scale, is a down scale per 50mm, is one per 1m
High range, steel column axial location is also labeled with the top surface of sliding rail.
Steel roof truss realizes support by steel column, and bottle gouard moved by hands is advanced by pulling chain to draw column base plate, column base plate
Steel column and the steel roof truss being supported in above steel column is driven at the uniform velocity to advance by crawler type heavy body transporting unit, when crawler type weight moves
When fortune device has deviation sliding rail or incorrect angle, pause immediately is slided, and passes through the steel branch below steel column using jack
Support bracket jacks up steel roof truss upwards, and behind the position for aligning crawler type heavy body transporting unit, jack passes through the bracing members below steel column
Bracket slowly puts down steel roof truss again, and steel roof truss is further continued at the uniform velocity sliding to target location.
Described sliding rail uses model 300mm × 300mm × 12mm steel square tube.
Model 500mm × 500mm × 20mm of described steel plate washer, steel plate washer, which is tried one's best, is arranged at every sliding rail
Below end and the position of frame column, and utilize the levelness of steel plate washer regulation sliding rail.
Described crawler type heavy body transporting unit uses model CRA-12 18t bogie wheel.
The beneficial effects of the utility model are that it has, and structure is novel, support steadiness is high, sliding stability is good, real
With property it is strong the characteristics of.
The utility model is illustrated further with reference to the accompanying drawings and examples.
Brief description of the drawings
Fig. 1 is the utility model part combined connecting structure backsight explosion views.
In figure：1- crawler types heavy body transporting unit, 2- sliding rails, 21- channel-section steels, 3- angle steel, 4- bolts, A- steel columns, A1- posts
Bottom plate, A2- triangle steel scapulet, B- risers, B1- horizontal base plates, C- platform crossbeams.
Embodiment
As shown in figure 1, a kind of building roof lighting Zhongting steel structure slipping device, it is by two sliding rails
2nd, steel plate washer, angle steel 3, bolt, channel-section steel 21, crawler type heavy body transporting unit 1, column base plate A1, steel column A, triangle steel scapulet A2,
Bracing members bracket, steel traction bearing, bottle gouard moved by hands composition, it is characterised in that
Two sliding rails 2 in left and right, the center of sliding rail 2 are equipped with along the framework back region in steel roof truss axial location
Line overlaps with bottom concrete platform crossbeam axis, and the sliding rail 2 of left and right two is used as supporting guide；Every sliding rail 2
Bottom is equipped with steel plate washer by welding, and steel plate washer is anchored on the big top surface of the beam of platform by welding, the level of sliding rail 2
Degree is adjusted by steel plate washer, and the gap between the bottom surface and platform crossbeam upper surface of sliding rail 2 is equipped with sleeper；
The left and right sides of every sliding rail 2 are welded with angle steel 3, and the cross break of angle steel 3 passes through Ф 30mm's to position
Bolt 4 and platform crossbeam C top surface realizes and is fastenedly connected that the implantation depth of bolt 4 is 20 times of diameters of bolt；
Connected between adjacent two-section sliding rail 2 by the way that level meter is parallel in same level and by firm welding
Together, keep on the same axis, forming upper strata track and lower layer track between the sliding rail of two-section up and down 2 of different level
Road；
The top surface of every sliding rail 2 is fastened with a channel-section steel 21 by welding, and channel-section steel 21 has groove face upward and made
For the movable passageway of crawler type heavy body transporting unit 1, the top of crawler type heavy body transporting unit 1 is fastened by bolts in column base plate A1's
Bottom axis part, have a steel column A by welding vertically-arranged in the middle part of column base plate A1 top surface, steel column A top by welding with
The crossbeam of steel roof truss is realized and is fastenedly connected；
Further, column base plate A1 four angular zones are drilled with king bolt hole, and column base plate A1 is also drilled with a circular dog hole；
Every steel column A side wall lower ends are welded with the two pieces of triangle steel scapulet A2 in left and right, two pieces of left and right triangle steel
It is symmetrical arranged between scapulet A2；
Every steel column A side wall lower ends are also welded with two bracing members brackets, symmetrical between two bracing members brackets
Setting, each bracing members bracket includes horizontal base plate B1 and riser B, and riser B bottom is welded in the middle part of horizontal base plate B1 top surface,
The inner side edge of bracing members bracket is welded in steel column A side wall lower ends, and bracing members bracket is arranged at the upper of triangle steel scapulet A2
Side；
The top surface of every sliding rail 2 is welded with one piece of steel traction bearing, and steel traction bearing is welded on advance
The front in direction, the rear of bottle gouard moved by hands are hung on traction bearing, and the post below steel column A is hooked in front of bottle gouard moved by hands
Circular dog hole on bottom plate A1；
The side of every sliding rail 2 is provided with unified graduated scale, is a down scale per 50mm, is one per 1m
High range, steel column A axial locations are also labeled with the top surface of channel-section steel 21.
Claims (1)
1. a kind of building roof lighting Zhongting steel structure slipping device, it is by two sliding rails（2）, steel plate washer,
Angle steel（3）, bolt, channel-section steel（21）, crawler type heavy body transporting unit（1）, column base plate（A1）, steel column（A）, triangle steel scapulet
（A2）, bracing members bracket, steel traction bearing, bottle gouard moved by hands composition, it is characterised in that
Two sliding rails in left and right are equipped with along the framework back region in steel roof truss axial location（2）, sliding rail（2）Center
Line overlaps with bottom concrete platform crossbeam axis, the sliding rail of left and right two（2）As supporting guide；Every sliding rail
（2）Bottom steel plate washer is equipped with by welding, steel plate washer is anchored on the big top surface of the beam of platform by welding, sliding rail
（2）Levelness be adjusted by steel plate washer, sliding rail（2）Bottom surface and platform crossbeam upper surface between gap pad put
There is sleeper；
Every sliding rail（2）Left and right sides be welded with angle steel（3）, angle steel（3）Cross break pass through Ф 30mm to position
Bolt（4）With platform crossbeam（C）Top surface realize be fastenedly connected, bolt（4）Implantation depth be bolt 20 times of diameters；
Adjacent two-section sliding rail（2）Between be connected to by the way that level meter is parallel in same level and by firm welding
Together, the two-section sliding rail up and down of different level（2）Between keep on the same axis, forming upper strata track and lower layer track
Road；
Every sliding rail（2）Top surface by welding be fastened with a channel-section steel（21）, channel-section steel（21）Have groove face upward and
As crawler type heavy body transporting unit（1）Movable passageway, crawler type heavy body transporting unit（1）Top be fastened by bolts in post bottom
Plate（A1）Bottom axis part, column base plate（A1）Top surface in the middle part of by welding vertically-arranged have a steel column（A）, steel column（A）'s
Top is fastenedly connected by welding with the realization of the crossbeam of steel roof truss；
Further, column base plate（A1）Four angular zones be drilled with king bolt hole, column base plate（A1）Also it is drilled with a circular dog hole；
Every steel column（A）Side wall lower ends be welded with left and right two pieces of triangle steel scapulets（A2）, two pieces of left and right triangle steel
Scapulet（A2）Between be symmetrical arranged；
Every steel column（A）Side wall lower ends be also welded with two bracing members brackets, it is symmetrical between two bracing members brackets to set
Put, each bracing members bracket includes horizontal base plate（B1）And riser（B）, riser（B）Bottom be welded in horizontal base plate（B1）Top
Middle face, the inner side edge of bracing members bracket are welded in steel column（A）Side wall lower ends, bracing members bracket is arranged at triangle steel shoulder
Plate（A2）Top；
Every sliding rail（2）Top surface be welded with one piece of steel traction bearing, steel traction bearing is welded on advance side
To front, the rear of bottle gouard moved by hands hangs on traction bearing, hooked in front of bottle gouard moved by hands positioned at steel column（A）The post of lower section
Bottom plate（A1）On circular dog hole；
Every sliding rail（2）Side be provided with unified graduated scale, be a down scale per 50mm, per 1m to be one big
Scale, channel-section steel（21）Top surface on be also labeled with steel column（A）Axial location.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720502821.4U CN206681394U (en) | 2017-05-08 | 2017-05-08 | A kind of building roof lighting Zhongting steel structure slipping device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720502821.4U CN206681394U (en) | 2017-05-08 | 2017-05-08 | A kind of building roof lighting Zhongting steel structure slipping device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206681394U true CN206681394U (en) | 2017-11-28 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720502821.4U Active CN206681394U (en) | 2017-05-08 | 2017-05-08 | A kind of building roof lighting Zhongting steel structure slipping device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206681394U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111335652A (en) * | 2020-04-02 | 2020-06-26 | 山东天齐置业集团股份有限公司 | Steel member moving and transporting in-place method |
| CN113235840A (en) * | 2021-06-09 | 2021-08-10 | 中建四局安装工程有限公司 | Quick installation and construction method for inner-layer plate of factory building roof |
-
2017
- 2017-05-08 CN CN201720502821.4U patent/CN206681394U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111335652A (en) * | 2020-04-02 | 2020-06-26 | 山东天齐置业集团股份有限公司 | Steel member moving and transporting in-place method |
| CN113235840A (en) * | 2021-06-09 | 2021-08-10 | 中建四局安装工程有限公司 | Quick installation and construction method for inner-layer plate of factory building roof |
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