CN109956395A - A kind of steel vestibule integrally promotes shackle structure - Google Patents
A kind of steel vestibule integrally promotes shackle structure Download PDFInfo
- Publication number
- CN109956395A CN109956395A CN201910234579.0A CN201910234579A CN109956395A CN 109956395 A CN109956395 A CN 109956395A CN 201910234579 A CN201910234579 A CN 201910234579A CN 109956395 A CN109956395 A CN 109956395A
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- Prior art keywords
- vestibule
- head tree
- web
- steel
- steel plate
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 93
- 239000010959 steel Substances 0.000 title claims abstract description 93
- 239000000725 suspension Substances 0.000 claims abstract description 24
- 239000003351 stiffener Substances 0.000 claims abstract description 19
- 230000005540 biological transmission Effects 0.000 claims abstract description 10
- 230000035515 penetration Effects 0.000 claims abstract description 7
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 230000001737 promoting effect Effects 0.000 claims description 3
- 229910052742 iron Inorganic materials 0.000 claims description 2
- 210000001364 upper extremity Anatomy 0.000 claims 1
- 230000005484 gravity Effects 0.000 abstract description 4
- 238000004519 manufacturing process Methods 0.000 abstract description 4
- 239000000463 material Substances 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 15
- 238000003466 welding Methods 0.000 description 9
- 238000000034 method Methods 0.000 description 8
- 230000008901 benefit Effects 0.000 description 4
- 210000001015 abdomen Anatomy 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 230000001360 synchronised effect Effects 0.000 description 2
- 239000002131 composite material Substances 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C1/00—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
- B66C1/10—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
Abstract
The present invention provides a kind of steel vestibule and integrally promotes shackle structure, including head tree section steel plate, web, power transmission securing plate, stiffener, vestibule top boom and steel strand wires shutoff device；The head tree section steel plate is equipped with two groups, the bottom of the head tree section steel plate is weldingly fixed on vestibule top boom by suspension column, web is provided between two groups of head tree section steel plates, and head tree section steel plate is connect with web using full penetration, two pieces of power transmission securing plates are welded on the web, the centre of the web is equipped with through-hole, is welded with positioning splint among the outside of the head tree section steel plate.Constructing operation of the present invention is simple, accurate positioning, shorten the equipment positioning test time, auxiliary material dosage is simplified, vestibule main body original structure system is not influenced convenient for later period excision and, gravity laod can be born up to 405t, safety reliability is high, manufacturing cost is low, is conducive to improve steel vestibule entirety improving production efficiency.
Description
Technical field
The present invention relates to a kind of steel vestibules integrally to promote shackle structure, belongs to steel structure construction technology field.
Background technique
Since 21 century, with the continuous quickening of Urban Construction in China process, the development speed of construction industry is swift as lightning, builds
It builds higher and higher using the requirement of function and appearance and modeling；Its on the middle and senior level, super high-rise building steel gallery structure is nearly more than ten years hair
A kind of popular new structure that exhibition is got up, one side vestibule can be convenient the connection between two or more single buildings；
On the other hand its structure has unique appearance and modeling, and strong visual effect is brought to people, keeps building more characteristic；Again
Person, large-scale steel structure engineering its industrialization, commercialized degree are high, and comprehensive benefit is good, and the lifting construction time is short, the steel for construction
Structural elements can produce in factory, and assembly is completed at scene, greatly shorten the time of construction, and the recyclable benefit of steel structure material
With this respect can reduce a large amount of building waste, realize sustainable development.The construction of general high-altitude composite steel gallery structure
Technique is all to set up the construction method of high-altitude operation platform or the lifting of high-altitude single member, such construction technology with traditional scheme
The drawbacks such as big with project amount, aerial butt junction location is difficult, welding quality is difficult to guarantee, construction safety risk is high, the duration is very long.By
This had risen steel vestibule Integral synchronous lift technique in recent years, and main construction techniques are to be connected using ground steel truss moulding bed
Corridor framework integral assembling realizes that Integral synchronous promotes installation in place by computer control system by hydraulic rockshaft system
Construction method.
Steel vestibule, which is integrally promoted, needs to be equipped with upper and lower suspension centre, and upper suspension centre, which is set to, to be promoted on platform, and hydraulic jack passes through
Upper lifting-point device is connect with platform is promoted；Lower suspension centre (lifting lug) is set on the top flange of vestibule top boom, passes through steel strand wires stock
It is connect with upper lifting-point device and enters hydraulic lifting system.Vestibule after assembled integral lift unit, utilizes liquid on the moulding bed of ground
Lifting system is pressed to be promoted in place, butt welding completes vestibule installation.However, vestibule is integrally promoted and is hung since the steel vestibule scale of construction is big
Ear (lower suspension centre) device is bigger often over the design calculating post-reinforcing component scale of construction, and welding mounting construction is more troublesome, with original
Structure welding contact area is removed without readily removable greatly, destructible original structure, and input cost measure cost is high.In whole lifting process
It is centainly deformed since vestibule gravity load and lower suspension centre promote asynchronism simultaneously and will cause vestibule, influences high-altitude butt welding matter
Amount, there are security risks for lifting process.
Summary of the invention
The object of the present invention is to provide a kind of structures simply, is easily installed and reaches quality and the steel company of safety requirements
Corridor integrally promotes shackle structure, to overcome deficiency in the prior art.
Technical solution of the present invention: a kind of steel vestibule integrally promotes shackle structure, including head tree section steel plate, web,
Through-hole, power transmission securing plate, positioning splint, stiffener, suspension column, vestibule top boom and steel strand wires shutoff device, the head tree type
Steel steel plate is equipped with two groups, and the bottom of the head tree section steel plate is weldingly fixed on vestibule top boom by suspension column, at two groups
Web is provided between head tree section steel plate, and head tree section steel plate is connect with web using full penetration, the abdomen
It is welded with two pieces of power transmission securing plates on plate, the centre of the web is equipped with through-hole, among the outside of the head tree section steel plate
It is welded with positioning splint, and four sides of head tree section steel plate are welded with stiffener, the steel strand wires shutoff device is nested in abdomen
It is penetrated in through-hole on plate, and on steel strand wires shutoff device and is connected with one group of steel strand wires.
Further, temperature pier rod piece is also connected at the head tree section steel plate and vestibule top boom.
Further, using being welded to connect between the reinforcing rod piece, weld seam uses melt-through weld.
Further, the stiffener uses steel plate structure, and stiffener is connected using fillet weld, and the height of fillet weld is
10mm。
Further, four lifting lugs are arranged in four end of vestibule altogether, and lifting lug is respectively perpendicular corresponding each upper suspension centre and is promoting steel
It is welded on the top flange of the vestibule top boom at four end of vestibule unit, and four lifting lugs are arranged in four end of steel vestibule altogether, four lifting lugs are logical
Steel strand wires are crossed to connect with upper suspension centre.
Due to the adoption of the above technical scheme, the present invention has the advantages that
1, constructing operation of the present invention is simple, accurate positioning, shortens the equipment positioning test time, practical；
2, auxiliary material dosage of the invention is simplified, and does not influence convenient for later period excision and vestibule main body original structure system, can
It bears gravity laod and reaches 405t, safety reliability is high；
3, manufacturing cost of the present invention is low, is conducive to improve steel vestibule entirety improving production efficiency, can be applied to similar
In engineering.
Detailed description of the invention
Fig. 1 is overlooking structure diagram of the invention；
Fig. 2 is the A-A of Fig. 1 to side structure schematic view；
Fig. 3 is the B-B direction side structure schematic view of Fig. 1；
Overlooking structure diagram when Fig. 4 is site operation of the present invention；
Fig. 5 is the C-C of Fig. 4 to side structure schematic view；
Fig. 6 is the D-D of Fig. 4 to side structure schematic view.
Description of symbols: 1- head tree section steel plate；2- web；201- through-hole；3- power transmission securing plate；4- locating clip
Plate；5- stiffener；6- suspension column；7- vestibule top boom；8- steel strand wires shutoff device.
Specific embodiment
To make the objectives, technical solutions, and advantages of the present invention clearer, with reference to the accompanying drawings and examples to this hair
It is bright to be described in further detail.
The embodiment of the present invention: steel vestibule integrally promotes the structural schematic diagram of shackle structure as shown in figs. 1 to 6, including master
Pillar steel steel plate 1, web 2, through-hole 201, power transmission securing plate 3, positioning splint 4, stiffener 5, suspension column 6,7 and of vestibule top boom
Steel strand wires shutoff device 8, the head tree section steel plate 1 are equipped with two groups, and the bottom of the head tree section steel plate 1 passes through suspension column
6 are weldingly fixed on vestibule top boom 7, and web 2, and head tree fashioned iron steel are provided between two groups of head tree section steel plates 1
Plate 1 is connect with web 2 using full penetration, and two pieces of power transmission securing plates 3, the centre of the web 2 are welded on the web 2
Equipped with through-hole 201, it is welded with positioning splint 4 among the outside of the head tree section steel plate 1, and head tree section steel plate 1
Four sides are welded with stiffener 5, and the steel strand wires shutoff device 8 is nested in the through-hole 201 on web 2, and steel strand wires padlock fills
It sets to penetrate on 8 and is connected with one group of steel strand wires.Temperature pier is also connected at the head tree section steel plate 1 and vestibule top boom 7
Rod piece；Using being welded to connect between the reinforcing rod piece, weld seam uses melt-through weld.The stiffener 5 uses steel plate structure, and
Stiffener 5 is connected using fillet weld, and the height of fillet weld is 10mm.Four lifting lugs, lifting lug point is arranged in four end of vestibule altogether
Not vertically corresponding each upper suspension centre does not weld on the top flange of vestibule top boom 7 for promoting four end of steel vestibule unit, and steel vestibule
Four lifting lugs are arranged in four ends altogether, and four lifting lugs are connect by steel strand wires with upper suspension centre.
In lifting lug device in addition to 8 execute-in-place of stiffener 5 and steel strand wires shutoff device, other with factory technics welding and
At meeting quality requirement；Upper and lower suspension centre carry out the positioning operation of steel strand wires stock when can be cooperated by steel strand wires shutoff device 8 into
It goes, lifting-point device is positioned using 4 initial weld of positioning splint under lifting lug, can be carried out on head tree steel plate 1 and vestibule after the completion
Chord member 7 welds, rear to carry out 5 reinforcement of weld of stiffener, to ensure the equipment operation stability in process.
The specifically used mode and effect of the present embodiment:
1. factory technics flat moulded prefabricated: using two pieces of 1 parallel spacing 330mm of head tree section steel plate and abdomen in factory first
Full penetration is respectively adopted in plate 2, as shown in Fig. 2, being stood respectively with main using two pieces of 3 parallel spacing 230mm of power transmission securing plate again
2 three side full penetration of column section steel plate 1 and web forms bench shape, as shown in Figure 3.
2. live positioning welding: after being transported to scene, according to suspension centre lifting lug position under upper and lower suspension centre perpendicular positioning, using two pieces
4 temporary weld of positioning splint is fixed, then carry out two pieces of head tree section steel plates 1 by suspension column 6 and 7 top flange of vestibule top boom it is complete
Penetration welding, such as Fig. 5 and Fig. 6.
3. reinforcing stiffener welding: after 6 weld seam of suspension column is cooling in head tree section steel plate 1, carrying out the weldering of four side stiffeners 5
It connects, stiffener 5 is connected using fillet weld, fillet weld height 10mm, is made lifting lug device stress up to >=405t, is met vestibule and promote list
First gravity load requirement.
4. steel strand wires shutoff device 8, which is nested in the circular through hole 201 of web 2, can carry out the related work of subsequent vestibule promotion
Make.
Claims (5)
1. a kind of steel vestibule integrally promotes shackle structure, including head tree section steel plate (1), web (2), through-hole (201), power transmission
Securing plate (3), positioning splint (4), stiffener (5), suspension column (6), vestibule top boom (7) and steel strand wires shutoff device (8), it is special
Sign is: the head tree section steel plate (1) is equipped with two groups, and the bottom of the head tree section steel plate (1) is welded by suspension column (6)
It connects and is fixed on vestibule top boom (7), be provided with web (2) between two groups of head tree section steel plates (1), and head tree fashioned iron
Steel plate (1) is connect with web (2) using full penetration, and two pieces of power transmission securing plates (3) are welded on the web (2), described
The centre of web (2) is equipped with through-hole (201), is welded with positioning splint (4) among the outside of the head tree section steel plate (1),
And four sides of head tree section steel plate (1) are welded with stiffener (5), the steel strand wires shutoff device (8) is nested on web (2)
Through-hole (201) in, and penetrated on steel strand wires shutoff device (8) and be connected with one group of steel strand wires.
2. steel vestibule according to claim 1 integrally promotes shackle structure, it is characterised in that: the head tree section steel plate
(1) and temperature pier rod piece is also connected at vestibule top boom (7).
3. steel vestibule according to claim 2 integrally promotes shackle structure, it is characterised in that: adopted between the reinforcing rod piece
With welded connecting, weld seam uses melt-through weld.
4. steel vestibule according to claim 1 integrally promotes shackle structure, it is characterised in that: the stiffener (5) uses
Steel plate structure, and stiffener (5) is connected using fillet weld, and the height of fillet weld is 10mm.
5. steel vestibule according to claim 1 integrally promotes shackle structure, it is characterised in that: four end of vestibule is arranged altogether
Four lifting lugs, lifting lug are respectively perpendicular corresponding each upper suspension centre in the upper limb for the vestibule top boom (7) for promoting four end of steel vestibule unit
It is welded on edge, and four lifting lugs are arranged in four end of steel vestibule altogether, four lifting lugs are connect by steel strand wires with upper suspension centre.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910234579.0A CN109956395A (en) | 2019-03-26 | 2019-03-26 | A kind of steel vestibule integrally promotes shackle structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910234579.0A CN109956395A (en) | 2019-03-26 | 2019-03-26 | A kind of steel vestibule integrally promotes shackle structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109956395A true CN109956395A (en) | 2019-07-02 |
Family
ID=67024994
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910234579.0A Pending CN109956395A (en) | 2019-03-26 | 2019-03-26 | A kind of steel vestibule integrally promotes shackle structure |
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| Country | Link |
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| CN (1) | CN109956395A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113356597A (en) * | 2021-06-15 | 2021-09-07 | 浙江省一建建设集团有限公司 | Lifting process of large-span net rack and truss combined roof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204643757U (en) * | 2015-02-12 | 2015-09-16 | 中天建设集团有限公司 | Anchor ear type vestibule truss Steel Structure lifting bracket |
| CN204663003U (en) * | 2015-02-12 | 2015-09-23 | 中天建设集团有限公司 | Anchor ear type vestibule truss Steel Structure hoisting hanger |
| CN204702474U (en) * | 2015-02-12 | 2015-10-14 | 中天建设集团有限公司 | Inclined-pulling type vestibule truss Steel Structure hoisting hanger |
| CN205802754U (en) * | 2016-07-08 | 2016-12-14 | 中建八局第三建设有限公司 | A kind of steel structure hydraulic pressure lift construction auxiliary device |
| CN207078903U (en) * | 2017-06-16 | 2018-03-09 | 江苏新蓝天钢结构有限公司 | It is a kind of to be used to lift the lower spreader assembly of large span arc multilayer steel truss and lower sling system |
| CN209685126U (en) * | 2019-03-26 | 2019-11-26 | 中国建筑第四工程局有限公司 | A kind of steel vestibule integrally promotes lifting lug device |
-
2019
- 2019-03-26 CN CN201910234579.0A patent/CN109956395A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204643757U (en) * | 2015-02-12 | 2015-09-16 | 中天建设集团有限公司 | Anchor ear type vestibule truss Steel Structure lifting bracket |
| CN204663003U (en) * | 2015-02-12 | 2015-09-23 | 中天建设集团有限公司 | Anchor ear type vestibule truss Steel Structure hoisting hanger |
| CN204702474U (en) * | 2015-02-12 | 2015-10-14 | 中天建设集团有限公司 | Inclined-pulling type vestibule truss Steel Structure hoisting hanger |
| CN205802754U (en) * | 2016-07-08 | 2016-12-14 | 中建八局第三建设有限公司 | A kind of steel structure hydraulic pressure lift construction auxiliary device |
| CN207078903U (en) * | 2017-06-16 | 2018-03-09 | 江苏新蓝天钢结构有限公司 | It is a kind of to be used to lift the lower spreader assembly of large span arc multilayer steel truss and lower sling system |
| CN209685126U (en) * | 2019-03-26 | 2019-11-26 | 中国建筑第四工程局有限公司 | A kind of steel vestibule integrally promotes lifting lug device |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113356597A (en) * | 2021-06-15 | 2021-09-07 | 浙江省一建建设集团有限公司 | Lifting process of large-span net rack and truss combined roof |
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