CN209494103U - A kind of prefabricated assembled floor of steel structure - Google Patents
A kind of prefabricated assembled floor of steel structure Download PDFInfo
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- CN209494103U CN209494103U CN201920041808.2U CN201920041808U CN209494103U CN 209494103 U CN209494103 U CN 209494103U CN 201920041808 U CN201920041808 U CN 201920041808U CN 209494103 U CN209494103 U CN 209494103U
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- pipe column
- connector
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 67
- 239000010959 steel Substances 0.000 title claims abstract description 67
- 238000003466 welding Methods 0.000 claims abstract description 91
- 229910001208 Crucible steel Inorganic materials 0.000 claims abstract description 69
- 238000000034 method Methods 0.000 claims description 10
- 230000008569 process Effects 0.000 claims description 8
- 229910001209 Low-carbon steel Inorganic materials 0.000 claims description 5
- 238000010276 construction Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 230000009471 action Effects 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000000630 rising effect Effects 0.000 description 2
- 230000002159 abnormal effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000006870 function Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 230000003472 neutralizing effect Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
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Abstract
The utility model discloses a kind of prefabricated assembled floor of steel structure, including steel pipe column component, the side of steel pipe column component is provided with connecting hole, the other side of steel pipe column component is provided with vertical rail, the outside of steel pipe column component is socketed with cast steel connector, and cast steel connector is flexibly connected with steel pipe column component, supporting course is provided on the outside of cast steel connector, welding layer is provided on the inside of supporting course, the side of welding layer is provided through vertical welding block and sliding block, the side of cast steel connector is provided with across beam, and it is closely welded across beam and cast steel connector, the other side of cast steel connector is provided with translot beam, the side of translot beam is connected with drawknot device, horizontal welding block is provided on the inside of drawknot device, the bottom of drawknot device is provided with drawknot block, floor is provided at the top of cast steel connector, the steel pipe column component designed in this way, cast steel connector It works in coordination with drawknot block, realizes that steel structure member is easier to assemble, and the stronger purpose of welding.
Description
Technical field
The utility model assembling type steel structure field, specially a kind of prefabricated assembled floor of steel structure.
Background technique
In recent years, country has intensively put into effect a series of policies for promoting assembled architecture, and districts and cities, each province have also put into effect accordingly
Supporting policy.Develop the major transformation that assembled architecture is mode of construction, is to promote supply structure reform and novel cities and towns
The important measure for changing development is conducive to the economize on resources energy, reduction construction pollution, promotion labor productivity and quality safety water
It is flat, it may advantageously facilitate construction industry and information-based industrialization depth integration, cultivate the new kinetic energy of NPD projects, push neutralizing superfluous production capacity,
Prefabricated assembled floor of steel structure is one of numerous assembled architectures.
But existing prefabricated assembled floor of steel structure, although can satisfy normal assembly and use needs, steel
Structural elements assembly process itself is excessively complicated, and the time consumed is long, and not enough guarantees have between different welded units
Sufficiently large contact surface, this results in the welding strength of welded unit to reduce, not so as to cause the fastness between welded unit
Foot.
So how to design a kind of prefabricated assembled floor of steel structure, becoming us will currently be solved the problems, such as.
Utility model content
The purpose of this utility model is to provide a kind of prefabricated assembled floor of steel structure, to solve in above-mentioned background technique
The problem that the assembling speed of proposition is slow and welding strength is small.
To achieve the above object, the utility model provides the following technical solutions: a kind of prefabricated assembled floor of steel structure, packet
Steel pipe column component is included, the side of the steel pipe column component is provided with connecting hole, and the other side of the steel pipe column component is provided with vertical
Rail, the outside of the steel pipe column component is socketed with cast steel connector, and the cast steel connector is flexibly connected with steel pipe column component,
It is provided with supporting course on the outside of the cast steel connector, welding layer, the side of the welding layer are provided on the inside of the supporting course
Face is provided through vertical welding block and sliding block, and the side of the cast steel connector is provided with across beam, and described across Liang Yuzhu
Steel connector closely welds, and the other side of the cast steel connector is provided with translot beam, and the side of the translot beam is connected with drawing
Device is tied, horizontal welding block is provided on the inside of the drawknot device, the bottom of the drawknot device is provided with drawknot block, the cast steel connection
Floor is provided at the top of device, the side of the floor is provided with welding item, and the floor is closely welded with welding item.
Further, the connecting hole is provided with multiple, and multiple connecting holes are arranged in steel pipe column structure in " word "
The side of part, while multiple connecting hole shape sizes are identical.
Further, the drawknot device includes the horizontal welding block of the horizontal welding block and drawknot device bottom on the inside of drawknot device,
And the horizontal welding block is with a thickness of three centimetres.
Further, the vertical welding block shape is in " square block ", and the vertical welding block is inlayed and welding layer is arranged in
Inside, while the vertical welding block is flexibly connected with welding layer.
Further, there are two the sliding block settings, and the size of two sliding blocks matches with vertical rail, while two
The sliding block is symmetricly set on the inside of cast steel connector.
Further, the translot beam is process by mild steel, and the translot beam depth of groove is greater than horizontal welding block
One millimeter of thickness, while the translot beam is closely welded with cast steel connector.
Compared with prior art, the utility model has the beneficial effects that this kind of prefabricated assembled floor of steel structure is original
On the basis of improve and promote, prefabricated assembled floor of steel structure is provided with steel pipe column component, cast steel connector and drawknot
Device when work, will dock completion with cast steel connector across beam, and be welded, then by drawknot device and cast steel connector
Docking is completed, and is welded, and what drawknot device played the role of is drawknot, and two translot beams can be made to form an entirety, energy
Enough common and uniform pressure of the resistance from floor, horizontal welding block can drive entire drawknot device to slide on translot beam, can
So that horizontal welding block welds translot beam and drawknot device in optimum position, it is installed into drawknot device by translot beam, uses welding machine
It is an entirety by cast steel connector and steel pipe column Member Welding, then the horizontal welding block in drawknot device is moved to along translot beam
Suitable position, then horizontal welding block and translot beam are welded as a whole, translot beam needs to bear the pressure from upper load
Power is process by mild steel, it can be made to increase translot with good ductility, translot beam and the cooperation of drawknot device
The bending resistance and shear resistance of beam, are then covered on the upper surface of translot beam for floor, then using pusher by cast steel connector, across
Beam and drawknot device integrally push up, and sliding block is slowly moved up along steel pipe column component, and the setting of sliding block enables cast steel connector
It is slided in steel pipe column component, it is such to can be designed so that floor not will receive other more interference in the process of rising
Power, and the bonding area between steel pipe column component and cast steel connector is increased in certain degree, when vertical welding block
Reach in the state of just coincideing with connecting hole, indulges welding block and stretch out with connecting hole in conjunction with, vertical welding block and connecting hole, that is, suitable
In a buffer point, and the setting of vertical welding block considerably increases the welding surface between steel pipe column component and cast steel connector
Product enables steel pipe column component and cast steel connector to weld more secured, and connecting hole plays connection function herein,
It is provided with multiple and is arranged in the connecting hole of steel pipe column component side in " word ", each connecting hole that can make is equivalent to one
A buffer point, the buffer time that the component of pushing tow floor can be given certain repeat the above steps until by cast steel connector cast steel
Connector, across the integral pushing of beam and drawknot device to suitable position, finally by the different floor of adjustment between position,
Item welding will be welded by reusing welding gun, and the steel pipe column component designed in this way is provided with cast steel connector and drawknot block, realize steel knot
Structure component is easier to assemble, and the stronger purpose of welding.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the utility model；
Fig. 2 is the partial structural diagram of the utility model；
Fig. 3 is the steel pipe column component partial structural schematic diagram of the utility model；
Fig. 4 is the cast steel connector cross-sectional view of the utility model；
Fig. 5 is the drawknot device partial structural diagram of the utility model.
In figure: 1, steel pipe column component, 101, connecting hole, 102, vertical rail, 2, cast steel connector, 201, supporting course, 202, vertical
Welding block, 203, welding layer, 204, sliding block, 3, across beam, 4, drawknot device, 401, drawknot block, 402, horizontal welding block, 5, translot
Beam, 6, floor, 7, welding item.
Specific embodiment
It is in the description of the present invention, it should be noted that term " center ", "upper", "lower", "left", "right", " perpendicular
Directly ", the orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" is to be based on the orientation or positional relationship shown in the drawings, and is only
For ease of description the utility model and simplify description, rather than the device or element of indication or suggestion meaning must have it is specific
Orientation, be constructed and operated in a specific orientation, therefore should not be understood as limiting the present invention.In addition, term " the
One ", " second ", " third " are used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " is pacified
Dress ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally
Connection；It can be mechanical connection, be also possible to be electrically connected；Can be directly connected, can also indirectly connected through an intermediary,
It can be the connection inside two elements.For the ordinary skill in the art, above-mentioned art can be understood with concrete condition
The concrete meaning of language in the present invention.
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Fig. 1-5 is please referred to, the utility model provides a kind of technical solution: a kind of prefabricated assembled floor of steel structure, including
Steel pipe column component 1, vertical rail 102, cast steel connector 2, supporting course 201, vertical welding block 202, welding layer 203, is slided connecting hole 101
Block 204, across beam 3, drawknot device 4, drawknot block 401, horizontal welding block 402, translot beam 5, floor 6 and welding item 7, the steel pipe column
The side of component 1 is provided with connecting hole 101, and the other side of the steel pipe column component 1 is provided with vertical rail 102, the steel pipe column structure
The outside of part 1 is socketed with cast steel connector 2, and the cast steel connector 2 is flexibly connected with steel pipe column component 1, and the cast steel connects
The outside for connecing device 2 is provided with supporting course 201, and the inside of the supporting course 201 is provided with welding layer 203, the welding layer 203
Side is provided through vertical welding block 202 and sliding block 204, and the side of the cast steel connector 2 is provided with across beam 3, and described
It is closely welded across beam 3 and cast steel connector 2, the other side of the cast steel connector 2 is provided with translot beam 5, the translot beam 5
Side be connected with drawknot device 4, the inside of the drawknot device 4 is provided with horizontal welding block 402, the bottom setting of the drawknot device 4
There is drawknot block 401, the top of the cast steel connector 2 is provided with floor 6, and the side of the floor 6 is provided with welding item 7, and
The floor 6 is closely welded with welding item 7.
The utility model is welded by will dock completion with cast steel connector 2 across beam 3, then by drawknot
Device 4 docks completion with cast steel connector 2, and is welded, and is installed into drawknot device 4 by translot beam 5, is connected cast steel with welding machine
It connects device 2 to be welded as a whole with steel pipe column component 1, then the horizontal welding block 402 in drawknot device 4 is moved to along translot beam 5
Suitable position, then horizontal welding block 402 is welded as a whole with translot beam 5, floor 6 is then covered on translot beam 5
Above, it then using pusher by cast steel connector 2, is pushed up across beam 3 and 4 entirety of drawknot device, sliding block 204 is along steel pipe column
Component 102 slowly moves up, and in the state that vertical welding block 202 reaches with connecting hole 101 and just to coincide, indulges welding block 202 and stretches out
It is combined, is repeated the above steps until by cast steel connector cast steel connector 2 with connecting hole 101, across the whole of beam 3 and drawknot device 4
Body pushing tow to suitable position, finally by the different floor 6 of adjustment between position, reuse welding gun and welded item 7 is welded.
Specifically, the connecting hole 101 is provided with multiple, and multiple connecting holes 101 are arranged in steel pipe in " word "
The side of column component 1, while multiple 101 shape sizes of the connecting hole are identical, connecting hole 101 plays connection herein and makees
With being provided with multiple and be arranged in the connecting hole 101 of 1 side of steel pipe column component, each connecting hole that can make in " word "
101 are equivalent to a buffer point, the buffer time that the component of pushing tow floor can be given certain.
The utility model provides multiple buffer points to cast steel connector 2 by connecting hole 101, reduces floor jacking
Difficulty plays the purpose for reducing difficulty of construction.
Specifically, the drawknot device 4 includes the 403 of 4 bottom of horizontal welding block 402 and drawknot device of 4 inside of drawknot device, and
For the horizontal welding block 402 with a thickness of three centimetres, what drawknot device 4 played the role of is drawknot, and two translot beams 5 can be made to form one
A entirety, can resist the pressure from floor jointly and uniformly, and horizontal welding block 402 can drive entire drawknot device 4 in cross
It is slided on slot beam 5, horizontal position welding can be made to connect block 402 and weld translot beam 5 and drawknot device 4 in optimum position.
Two translot beams 5 are attached by the utility model by drawknot device 4, and then drawknot device 4 is moved in translot beam 5
When the best use point, drawknot device 4 and translot beam 5 are welded as a whole.
Specifically, 202 shape of vertical welding block is in " square block ", and the vertical welding block 202 is inlayed setting and is being welded
The inside of layer 203, while the vertical welding block 202 is flexibly connected with welding layer 203, indulges welding block 202 and connecting hole 101 is phase
When in a buffer point, and the setting of vertical welding block 202 considerably increases between steel pipe column component 1 and cast steel connector 2
Bonding area enables steel pipe column component 1 and cast steel connector 2 to weld more secured.
The utility model by under the action of pusher cast steel connector 2 move up, when vertical welding block 202 and 101
Reach in the state of just coincideing, the vertical stretching of welding block 202 is combined with connecting hole 101.
Specifically, there are two the settings of sliding block 204, and the size of two sliding blocks 204 matches with vertical rail 102,
Two sliding blocks 204 are symmetricly set on the inside of cast steel connector 2 simultaneously, and the setting of sliding block 204 enables cast steel connector 2
It is enough to be slided in steel pipe column component 1, it is such can be designed so that floor the process of rising not will receive it is more other
Perturbed force, and increase in certain degree the bonding area between steel pipe column component 1 and cast steel connector 2.
The utility model provides possibility to sliding for cast steel connector 2 by sliding block 204, under the action of pusher,
Sliding block 204 is slowly moved up along vertical rail 102.
Specifically, the translot beam 5 is process by mild steel, and 5 depth of groove of translot beam is greater than horizontal welding block
One millimeter of 402 thickness, while the translot beam 5 and cast steel connector 2 closely weld, translot beam 5 needs to bear to come from top
The pressure of load, is process by mild steel, it can be made with good ductility, the cooperation of translot beam 5 and drawknot device 4
Increase the bending resistance and shear resistance of translot beam 5.
The utility model bears the pressure from upper load by translot beam 5, and the groove design of translot beam 5 gives drawing
Knot device 4 provides track, and does not influence the stress-bearing capability of translot beam 5.
Working principle: firstly, whether staff's check device all parts performance is normal, if finding some component capabilities
It after abnormal, should be repaired or replaced in time, after device all parts performance to be checked is normal, device is placed in finger
Determine operating location and starts to work, firstly, in place by the construction equipment installation of pusher, then by cast steel connector
2 sockets enter in steel pipe column component 1, then will dock completion with cast steel connector 2 across beam 3, and be welded, then
Drawknot device 4 is being docked into completion with cast steel connector 2, and is being welded, is being installed into drawknot device 4 by translot beam 5, uses welding machine
Cast steel connector 2 and steel pipe column component 1 are welded as a whole, then by the horizontal welding block 402 in drawknot device 4 along translot beam
5 are moved to suitable position, then horizontal welding block 402 is welded as a whole with translot beam 5, and floor 6 is then covered on cross
Then the upper surface of slot beam 5 is pushed up cast steel connector 2,204 edge of sliding block using pusher across beam 3 and 4 entirety of drawknot device
Steel pipe column component 102 slowly move up, in the state that vertical welding block 202 reaches with connecting hole 101 and just to coincide, indulge welding block
202 stretchings are combined with connecting hole 101, are repeated the above steps until by cast steel connector cast steel connector 2, across beam 3 and drawknot
The integral pushing of device 4 to suitable position, finally by the different floor 6 of adjustment between position, reusing welding gun will weld
Item 7 welds, and work is completed.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (6)
1. a kind of prefabricated assembled floor of steel structure, including steel pipe column component (1), it is characterised in that: the steel pipe column component (1)
Side be provided with connecting hole (101), the other side of the steel pipe column component (1) is provided with vertical rail (102), the steel pipe column structure
The outside of part (1) is socketed with cast steel connector (2), and the cast steel connector (2) is flexibly connected with steel pipe column component (1), institute
It states and is provided on the outside of cast steel connector (2) supporting course (201), be provided with welding layer on the inside of the supporting course (201)
(203), the side of the welding layer (203) is provided through vertical welding block (202) and sliding block (204), the cast steel connector
(2) side is provided with across beam (3), and it is described closely welded across beam (3) and cast steel connector (2), the cast steel connection
The other side of device (2) is provided with translot beam (5), and the side of the translot beam (5) is connected with drawknot device (4), the drawknot device (4)
Inside be provided with horizontal welding block (402), the bottom of the drawknot device (4) is provided with drawknot block (401), the cast steel connector
(2) it is provided at the top of floor (6), the side of the floor (6) is provided with welding item (7), and the floor (6) and welding item
(7) close welding.
2. a kind of prefabricated assembled floor of steel structure according to claim 1, it is characterised in that: the connecting hole (101)
It is provided with multiple, and multiple connecting holes (101) are arranged in the side of steel pipe column component (1), while multiple institutes in " word "
It is identical to state connecting hole (101) shape size.
3. a kind of prefabricated assembled floor of steel structure according to claim 1, it is characterised in that: drawknot device (4) packet
Include the horizontal welding block (402) on the inside of drawknot device (4) and the horizontal welding block (402) of drawknot device (4) bottom, and the horizontal welding block
(402) with a thickness of three centimetres.
4. a kind of prefabricated assembled floor of steel structure according to claim 1, it is characterised in that: the vertical welding block
(202) shape is in " square block ", and the vertical welding block (202) inlays setting in the inside of welding layer (203), while described vertical
Welding block (202) is flexibly connected with welding layer (203).
5. a kind of prefabricated assembled floor of steel structure according to claim 1, it is characterised in that: the sliding block (204) sets
There are two setting, and the size of two sliding blocks (204) matches with vertical rail (102), while two sliding blocks (204) are symmetrical
Inside in cast steel connector (2) is set.
6. a kind of prefabricated assembled floor of steel structure according to claim 1, it is characterised in that: the translot beam (5) by
Mild steel is process, and translot beam (5) depth of groove is greater than one millimeter of horizontal welding block (402) thickness, while described
Translot beam (5) and cast steel connector (2) are closely welded.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920041808.2U CN209494103U (en) | 2019-01-10 | 2019-01-10 | A kind of prefabricated assembled floor of steel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920041808.2U CN209494103U (en) | 2019-01-10 | 2019-01-10 | A kind of prefabricated assembled floor of steel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209494103U true CN209494103U (en) | 2019-10-15 |
Family
ID=68154545
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920041808.2U Expired - Fee Related CN209494103U (en) | 2019-01-10 | 2019-01-10 | A kind of prefabricated assembled floor of steel structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209494103U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110792219A (en) * | 2019-12-01 | 2020-02-14 | 江苏米孚自动化科技有限公司 | Steel frame structure of slidable floor slab and using method thereof |
-
2019
- 2019-01-10 CN CN201920041808.2U patent/CN209494103U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110792219A (en) * | 2019-12-01 | 2020-02-14 | 江苏米孚自动化科技有限公司 | Steel frame structure of slidable floor slab and using method thereof |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191015 Termination date: 20210110 |
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| CF01 | Termination of patent right due to non-payment of annual fee |