CN206407851U - A kind of hanging apparatus - Google Patents
A kind of hanging apparatus Download PDFInfo
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- CN206407851U CN206407851U CN201621384055.8U CN201621384055U CN206407851U CN 206407851 U CN206407851 U CN 206407851U CN 201621384055 U CN201621384055 U CN 201621384055U CN 206407851 U CN206407851 U CN 206407851U
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- hanging apparatus
- fixed
- vertical bar
- hoisting
- connector
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Abstract
The utility model discloses a kind of hanging apparatus, belong to hoisting machinery field.Hanging apparatus disclosed in the utility model includes fixed structure and hoisting structure, wherein the fixed structure includes the two inverted U fasteners and a connector be arrangeding in parallel, two inverted U fasteners are fixed and are integral by the connector；The hoisting structure includes vertical bar and horizon bar, and one end of the vertical bar is fixed on the connector of the fixed structure, and the other end is fixedly connected with the horizon bar, and the external part of the horizon bar is provided with suspension ring.The disclosed hanging apparatus of planting of the utility model need not take construction site, have the advantages that simple in construction, easy for installation, good fixing effect, security performance are high, position-movable.
Description
Technical field
The utility model is related to a kind of hanging apparatus, belongs to hoisting machinery field.
Background technology
In construction, construction equipment, construction material lifting operation can be often run into, in Large Construction place or large-scale is set
In standby lifting operation, it can be lifted using hoisting machinery, including crane, lift etc..However, not possessing large-scale at some
The job site of hoisting machinery, or for mini-plant, lighter construction material do not need large scale hoisting machinery occasion, it is necessary to
Using small-sized crane gear, such as electronic, bottle gouard moved by hands light crane equipment.
At present, light crane equipment frequently with mode be：On the alien invasion of building or it is arranged on building
Top.However, the light crane equipment on outside vertical surface of building, is generally not easy to position movement；And it is arranged at building
Light crane equipment at the top of thing, usually through longer cantilever member, building beyond the region of objective existence is stretched out in one end, and the other end is solid by fixture
Top of building is scheduled on, fixed form is relatively complicated.
Utility model content
For the problem of light crane equipment fixed form is cumbersome present in prior art, the utility model provides one
Kind of hanging apparatus, can be buckled on the parapet of top of building or the beam of building, rod structure on, without taking construction field
Ground, has the advantages that simple in construction, easy for installation, good fixing effect, security performance are high, position-movable.Meanwhile, this practicality is new
Type additionally provides a kind of hanging method of curtain wall steel column, has the advantages that simple to operate, safe.
To solve above technical problem, the utility model includes following technical scheme：
A kind of hanging apparatus, including following structure：
Fixed structure, the fixed structure includes the two inverted U fasteners and a connector be arrangeding in parallel, the company
Two inverted U fasteners are fixed and are integral by fitting；
Hoisting structure, the hoisting structure includes vertical bar and horizon bar, and one end of the vertical bar is fixed on described solid
Determine on the connector of structure, the other end is fixedly connected with the horizon bar, the external part of the horizon bar is provided with first
Suspension ring.
Preferably, the inverted U fastener is formed by a horizontal steel tube and two vertical steel-pipe weldings.
Further, be provided with strengthening steel slab on the hoisting structure, the two ends of the strengthening steel slab respectively with it is described vertical
Bar, the horizon bar are fixedly connected.
Preferably, the strengthening steel slab be right angled triangle, two right-angle sides respectively with the vertical bar, the horizon bar
It is fixedly connected.
Further, the hanging apparatus is additionally provided with two reinforcing steel pipes for being symmetricly set in hoisting structure both sides, described
The one end for reinforcing steel pipe is fixedly connected with the vertical bar of the hoisting structure, the company of the other end and the fixed structure
Fitting is fixedly connected.
Preferably, the angle reinforced between steel pipe and the vertical bar is 30 °~60 °.
Further, the second suspension ring, second suspension ring and manual calabash are provided with the vertical bar of the hoisting structure
One end of reed is connected, and the other end of the bottle gouard moved by hands is fixedly connected with the tensile structure being arranged on building.
The utility model is allowed to compared with prior art, have the following advantages that and accumulate due to using above technical scheme
Pole effect：
(1) fixed structure uses inverted U fastener, with it is simple in construction, easy to operate, be easy to mobile, good fixing effect
The advantages of；(2) hanging apparatus sets strengthening steel slab and reinforces steel pipe, has the advantages that Stability Analysis of Structures, safe；(3) it is vertical
The bottle gouard moved by hands connected on the suspension ring of bar, can substantially reduce moment of torsion of the hanging apparatus in hoisting process, reasonable stress, structure
It is stable.
Brief description of the drawings
The structural representation for the hanging apparatus that Fig. 1 provides for the embodiment of the utility model one；
The explosive view for the hanging apparatus that Fig. 2 is provided by the embodiment of the utility model one；
The flow chart of the hanging method for the curtain wall steel column that Fig. 3 provides for another embodiment of the utility model.
Label is as follows in figure：
Hanging apparatus 100；Fixed structure 110；Inverted U fastener 111；Connector 112；Hoisting structure 120；Vertical bar
121；Horizon bar 122；First suspension ring 123；Bottle gouard moved by hands 124；Strengthening steel slab 125；Reinforce steel pipe 126；Second suspension ring 127；Rope
Rope 128；Tensile structure 130.
Embodiment
The hanging apparatus provided below in conjunction with the drawings and specific embodiments the utility model is described in further detail.Knot
Explanation and claims below are closed, advantages and features of the present utility model will become apparent from.It should be noted that, accompanying drawing is using non-
Often simplified form and use non-accurately ratio, only to it is convenient, lucidly aid in illustrating the utility model embodiment
Purpose.
Fig. 1 and Fig. 2 are referred to, the structural representation for the hanging apparatus that Fig. 1 provides for the present embodiment, Fig. 2 is the present embodiment
Main points of the present utility model are described further by the explosive view of the hanging apparatus provided below in conjunction with Fig. 1 and Fig. 2.
In this implementation, hanging apparatus 100 includes fixed structure 110 and hoisting structure 120.Wherein, fixed structure 110 includes
Two the inverted U fasteners 111 and a connector 112 that be arranged in parallel, connector 112 fix two inverted U fasteners 111
It is integral；Hoisting structure 120 includes vertical bar 121 and horizon bar 122, and fixed knot is fixed in one end of the vertical bar 121
On the connector 112 of structure 110, the other end is fixedly connected with horizon bar 122, and the external part of horizon bar 122 is provided with the first suspension ring
123.First suspension ring 123 can hang bottle gouard moved by hands 124, for the construction material or equipment needed for hoisting construction.As an example,
Inverted U fastener 111 is formed by a horizontal steel tube and two vertical steel-pipe weldings, such as two vertical steel pipes can use section for
160mm × 80mm, wall thickness are the rectangular steel pipe that 4mm, length are 470mm, horizontal steel tube can using section with wall thickness and level
The rectangular steel pipe that steel pipe is identical, length is 320mm, wherein horizontal steel tube and vertical steel pipe are by the serial welding rods of E43, using fillet welding
Seam weld is welded.As an example, the first suspension ring 123 use semicircular shape steel plate with holes, and bore dia is 4cm, the thickness of steel plate
Spend for 10mm, and a diameter of 140mm of the first suspension ring 123.
The present embodiment has the following advantages that, only the inverted U fastener 111 of fixed structure 110 need to be buckled in into building
On wall or on crossbeam, you can carry out lifting operation, with it is simple in construction, with low cost, be easy to fixed, easy to operate, be easy to
The advantages of moving, be not take up construction site.
In order to ensure the stability and security of hoisting structure 120, strengthening steel slab 125 is set on hoisting structure 120, plus
Gu the two ends of steel plate 125 are fixedly connected with vertical bar 121, horizon bar 122 respectively, preferably strengthening steel slab 125 is two pieces of fixations
Vertical bar 121, the right angled triangle steel plate of the both sides of horizon bar 122 in hoisting structure 120, the right-angle side point of strengthening steel slab 125
Vertical bar 121 is not welded on, on horizon bar 122.As an example, the size of right angled triangle steel plate be 450mm × 450mm ×
4mm, the weldering of the skirt of both sides three is carried out using the serial welding rods of E43.
In order to ensure the structural stability and security of hoisting structure 120 and fixed structure 110, in hanging apparatus 120
Both sides are also symmetrically arranged with two reinforcing steel pipes 126, and the one end and the vertical bar 121 of hoisting structure 120 for reinforcing steel pipe 126 are fixed
Connection, the other end is fixedly connected with the connector 112 of fixed structure 110.Preferably, reinforce between steel pipe 126 and vertical bar 121
Angle be 30 °~60 °, the angle can guarantee that hoisting structure 120 and fixed structure 110 have more preferable rigidity, improve lifting
The maximum hoisting weight of device 100.As an example, reinforce steel pipe 126 use sectional dimension for 80mm × 60mm, wall thickness be 4mm,
Length is 755mm rectangular steel pipe, and in 30 ° of angles between vertical bar 121.
Fixed structure 110 is fixed on building masonry wall or beam, during lifting, and hanging apparatus 100 will produce larger
Moment of torsion, be unfavorable for the stabilization and safety of hanging apparatus 100.Preferably, the second suspension ring 127 are additionally provided with vertical bar 121,
Second suspension ring 127 are fixedly connected by rope 128 with being arranged at tensile structure 130 on building, the pulling force that rope 128 is produced,
Substantially reduce the moment of torsion produced in lifting.Preferably, the rope 128 is replaced with into bottle gouard moved by hands, the bottle gouard moved by hands can be very
It is conveniently adjusted the active force for acting on the second suspension ring 127.As an example, tensile structure 129 can be disposed on building
The built-in fitting that can bear larger pulling force, implantation piece or after-pouring part etc., such as pre-embedded steel slab or the beam with reinforcing bar, the post that pour
Deng.
It is known that outside vertical surface of building is standing to be equipped with curtain wall construction, large span curtain wall steel column is then often related to
Lifting construction.The present embodiment accordingly discloses a kind of curtain wall steel column hanging method.Referring to Fig. 3, Fig. 3 carries for the present embodiment
The flow chart of the hanging method of the curtain wall steel column of confession.With reference to Fig. 1 and Fig. 2, the hanging method of curtain wall steel column is made into
One step explanation.
The hanging method of curtain wall steel column comprises the following steps disclosed in the present embodiment：
S1. the fixed position of hanging apparatus 100 is determined, and the fixed structure 110 of hanging apparatus 100 is buckled in built
Build on the parapet at the top of thing.Building sets tensile structure 130, and is connected by bottle gouard moved by hands with the second suspension ring 127, such a
In the case of, the position to be installed of curtain wall steel column and the line of tensile structure 130 and the point of intersection of parapet, are hanging apparatus
100 fixed position.Certainly, parapet can also be disposed on beam or post on building, equally be protected in the utility model
Within the scope of.
S2. the hoisting point position of curtain wall steel column is determined, and the bottle gouard moved by hands 124 being arranged on the first suspension ring is fixed on hung
Point position.As an example, the length of curtain wall steel column is 12000mm, and sectional dimension is 300mm × 150mm, and its suspension centre is chosen at
At curtain wall steel column upper end 1/3, i.e., apart from upper end 4000mm positions；To ensure in hoisting process large span curtain wall steel column
Do not slide, center each welded section size in two sides for 60mm × 80mm square steel tube as non-skid feature,
Weld bead height is 8mm, and the length of the square steel tube is 100mm.
S3. curtain wall steel column is hung to designed elevation using the bottle gouard moved by hands 124 on the first suspension ring 123, curtain wall steel is stood
Post is welded on the built-in fitting of outside vertical surface of building.Preferably, step S3 includes：(1) curtain wall steel is stood using bottle gouard moved by hands 124
Post is hung to designed elevation, is tentatively welded curtain-wall stand-column with the embedded board with steel channel connector；(2) total powerstation pair is used
Checked the position of the curtain wall steel column；(3) after adjustment curtain wall steel column coincide with design attitude, preliminary weld is entered
Row full weld.As an example：Curtain wall steel column upper end designed elevation 24m, lower end designed elevation 12m, with steel channel connector by structure
Embedded board is tentatively welded with curtain wall steel column, while post bottom connector is also tentatively welded with buried plate；Treat that preliminary welding is completed, examination
Loose steel column, is checked the three-dimensional localization size of steel column using total powerstation, meets design requirement, preliminary weld is expired
Weldering.
In order to ensure the security of hoisting process, it is necessary to ensure the lifting speed of curtain wall steel column in certain scope.
It is preferred embodiment also to include step S2-1 between the step 2 and step 3, determines the maximum lifting of curtain wall steel column
Speed vmax, calculation formula is as follows：
Wherein, l is curtain wall steel column center of gravity lifting height；l1For the length of hoisting structure horizon bar；l2For hoisting structure water
Flat bar and the vertical range of parapet upper surface；l3For parapet of roofing height；M is the quality of curtain wall steel column；θ is parapet
The angle for being in roofing；α1The ratio of stress value and concrete axial compressive strength design load for parapet compressive region concrete
Value；fcFor parapet concrete axial compressive strength；X is parapet concrete compression area height；h0It is effectively high for parapet section
Degree；f′yFor parapet reinforcing bar compression strength design load；a′sFor parapet concrete compression area protective layer thickness；A′sFor parapet
Compressive reinforcement area；F is the pulling force for the bottle gouard moved by hands being connected with the second suspension ring.
Foregoing description is only the description to the utility model preferred embodiment, not to any limit of the utility model scope
Calmly, the those of ordinary skill in the utility model field does according to the disclosure above content any change, modification, belonging to right will
Seek the protection domain of book.
Claims (7)
1. a kind of hanging apparatus, it is characterised in that the hanging apparatus includes following structure：
Fixed structure, the fixed structure includes the two inverted U fasteners and a connector be arrangeding in parallel, the connector
Two inverted U fasteners are fixed and are integral；
Hoisting structure, the hoisting structure includes vertical bar and horizon bar, and the fixed knot is fixed in one end of the vertical bar
On the connector of structure, the other end is fixedly connected with the horizon bar, and the external part of the horizon bar is provided with the first suspension ring.
2. hanging apparatus as claimed in claim 1, it is characterised in that the inverted U fastener is by a horizontal steel tube and two
Individual vertical steel-pipe welding is formed.
3. hanging apparatus as claimed in claim 1, it is characterised in that strengthening steel slab is provided with the hoisting structure, described
The two ends of strengthening steel slab are fixedly connected with the vertical bar, the horizon bar respectively.
4. hanging apparatus as claimed in claim 3, it is characterised in that the strengthening steel slab is right angled triangle, two right angles
Side is fixedly connected with the vertical bar, the horizon bar respectively.
5. hanging apparatus as claimed in claim 1, it is characterised in that the hanging apparatus is additionally provided with two and is symmetricly set in
The reinforcing steel pipe of hoisting structure both sides, one end of the reinforcing steel pipe is fixedly connected with the vertical bar of the hoisting structure,
The other end is fixedly connected with the connector of the fixed structure.
6. hanging apparatus as claimed in claim 5, it is characterised in that the angle between the reinforcing steel pipe and the vertical bar
For 30 °~60 °.
7. hanging apparatus as claimed in claim 1, it is characterised in that is provided with the vertical bar of the hoisting structure
Two suspension ring, second suspension ring are connected with one end of bottle gouard moved by hands, and the other end of the bottle gouard moved by hands is with being arranged on building
Tensile structure be fixedly connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621384055.8U CN206407851U (en) | 2016-12-14 | 2016-12-14 | A kind of hanging apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621384055.8U CN206407851U (en) | 2016-12-14 | 2016-12-14 | A kind of hanging apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206407851U true CN206407851U (en) | 2017-08-15 |
Family
ID=59549920
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621384055.8U Active CN206407851U (en) | 2016-12-14 | 2016-12-14 | A kind of hanging apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206407851U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592987A (en) * | 2016-12-14 | 2017-04-26 | 上海建工集团股份有限公司 | Hoisting device and hoisting method of curtain wall steel stand columns |
| CN109319658A (en) * | 2018-09-07 | 2019-02-12 | 中国建筑第八工程局有限公司 | Traveling crane type hoisting device |
| CN110259074A (en) * | 2019-06-13 | 2019-09-20 | 北京交通大学 | The maintenance device in building pavilion |
-
2016
- 2016-12-14 CN CN201621384055.8U patent/CN206407851U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592987A (en) * | 2016-12-14 | 2017-04-26 | 上海建工集团股份有限公司 | Hoisting device and hoisting method of curtain wall steel stand columns |
| CN109319658A (en) * | 2018-09-07 | 2019-02-12 | 中国建筑第八工程局有限公司 | Traveling crane type hoisting device |
| CN109319658B (en) * | 2018-09-07 | 2020-11-24 | 中国建筑第八工程局有限公司 | Traveling crane type hoisting device |
| CN110259074A (en) * | 2019-06-13 | 2019-09-20 | 北京交通大学 | The maintenance device in building pavilion |
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