CN209538382U - A kind of detachable assembling type construction steel structure - Google Patents
A kind of detachable assembling type construction steel structure Download PDFInfo
- Publication number
- CN209538382U CN209538382U CN201821817596.4U CN201821817596U CN209538382U CN 209538382 U CN209538382 U CN 209538382U CN 201821817596 U CN201821817596 U CN 201821817596U CN 209538382 U CN209538382 U CN 209538382U
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- assembly
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- steel
- principal post
- type construction
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Abstract
The utility model discloses a kind of detachable assembling type construction steel structures, belong to field of steel structure, detachable assembling type construction steel structure includes several assembly principal posts, is connected to described several girder steels assembled between principal post, it is described assembly principal post include one end be assemblied in ground foundation, along the foundation the other end upwardly through assembly several sequentially connected steel columns of end, one end of the girder steel is connected on the assembly end of the assembly principal post, and the other end of the girder steel is connected on the assembly end of another assembly principal post.Detachable assembling type construction steel structure disclosed by the utility model, component type needed for assembly complex steel structure is built is few, and it is wide to dismantle convenient and applicability for install convenient and stability height.
Description
Technical field
The utility model relates to field of steel structure more particularly to a kind of detachable assembling type construction steel structures.
Background technique
The structure that steel construction is made of steel material is one of main building construction types.Construction steel structure is because of it
The advantages that short construction period, high batch production degree and be widely used, current construction steel structure is in joist steel, steel column, steel truss
In equal components construction, the mode for generalling use welding is assembled, and needs electric energy, welding rod etc., more waste of resource, and some
In temporary construction, steel construction is not easy to disassemble, is unfavorable for the recycling of steel structure member；Existing assembling type steel structure is also deposited
In the problem that mounting structure type is more, the cumbersome and stability of assembly is not high.
Utility model content
For overcome the deficiencies in the prior art, a kind of detachable the technical problem to be solved by the utility model is to propose
Assembled architecture steel construction, component type needed for assembly complex steel structure is built is few, and install convenient and stability height, it is convenient to dismantle
And applicability is wide.
The technical scheme adopted by the utility model is
A kind of detachable assembling type construction steel structure provided by the utility model, including several assembly principal posts, be connected to
Several girder steels between the assembly principal post, it is described assembly principal post include one end be assemblied in ground foundation, along the bottom
For the other end of column upwardly through assembly several sequentially connected steel columns of end, one end of the girder steel is connected to the assembly master
On the assembly end of column, the other end of the girder steel is connected on the assembly end of another assembly principal post.
As the further improvement of this programme, the both ends of the assembly end offer fitting groove, the fitting groove respectively
Bottom be provided with shank, the foundation and the steel column are hollow steel column, and the foundation is inserted far from the one end on ground
It is connected in the fitting groove at the first end of the assembly side, and the shank in the fitting groove is inserted into the sky of the foundation
In chambers of the heart body, one end of the steel column is plugged in the fitting groove of the assembly end other end, and in the fitting groove
The shank be inserted into the hollow cavity of the steel column.
As the further improvement of this programme, tapped through hole is offered on the side wall of the fitting groove, the shank
The tapped blind hole opposite with the tapped through hole, the one end plugged on the foundation with the assembly end are offered on side wall
First fixation hole opposite with the tapped through hole is offered, the both ends of the steel column offer opposite with the tapped through hole
The second fixation hole, the tapped through hole, first fixation hole are provided with same bolt, the spiral shell in the tapped blind hole
Line through-hole, second fixation hole are provided with same bolt in the tapped blind hole.
As the further improvement of this programme, the beam for connecting the girder steel is provided on the outer wall of the assembly end
Interconnecting piece, the beam interconnecting piece include left fixing chuck plate, the right fixing chuck plate set on the left fixing chuck plate side, the girder steel
One end be bolted between the left fixing chuck plate and the right fixing chuck plate.
As the further improvement of this programme, it is horizontal that reinforcement is provided between the left fixing chuck plate and the right fixing chuck plate
Plate.
As the further improvement of this programme, the girder steel include be connected to two it is described assembly principal posts between crossbeams and tiltedly
Beam, the cant beam are set to the side of the crossbeam, and triangle knot is formed between the crossbeam, the cant beam and the steel column
Structure.
As the further improvement of this programme, the crossbeam is connected on the assembly principal post of adjacent two in same height
Between two assembly ends of degree, the cant beam is connected to two assembly sides that different height is on the assembly principal post of adjacent two
Between head.
As the further improvement of this programme, one end on the foundation close to ground is provided with positioning plate.
As the further improvement of this programme, deep floor is provided between the positioning plate and the foundation.
As the further improvement of this programme, one end of the foundation and the assembly of described ground base phase is set as point, institute
State the lower section that point is located at the positioning plate.
Compared with prior art, the utility model has the beneficial effects that
A kind of detachable assembling type construction steel structure provided by the utility model, by the way that several assembly principal post conducts are arranged
Main support unit, and by the way that several girder steels are arranged between assembly principal post as connection unit so that several are assembled principal post
Construction steel structure frame is connected into, stable complicated building structure can be assembled by the component of less type；By setting
Setting assembly principal post includes foundation, several steel columns, assembly end, and foundation is located at bottom to support main weight, passes through assembly
End connects foundation and several steel columns, and the quantity by assembly end connection steel column is the height of adjustable assembly principal post, can fit
The construction steel structure requirement different for height, install convenient connect foundation, steel column and girder steel by assembly end, whole steady
Qualitative height, it is convenient to dismantle, and is conducive to the recycling of steel structure member, economizes on resources, and is suitable for interim steel building or non-
Interim steel building, applicability are wide.
Detailed description of the invention
Fig. 1 is that a kind of structure of the detachable assembling type construction steel structure provided in specific embodiment of the present invention is shown
It is intended to；
Fig. 2 is a kind of vertical view knot of the detachable assembling type construction steel structure provided in specific embodiment of the present invention
Structure schematic diagram；
Fig. 3 is A partial enlargement diagram in the Fig. 1 provided in specific embodiment of the present invention；
Fig. 4 is B partial enlargement diagram in the Fig. 2 provided in specific embodiment of the present invention；
Fig. 5 is the structural schematic diagram of the assembly end provided in specific embodiment of the present invention；
Fig. 6 is the schematic cross-sectional view of the assembly end provided in specific embodiment of the present invention；
Fig. 7 is C-C schematic cross-sectional view in the Fig. 6 provided in specific embodiment of the present invention；
Fig. 8 is the structural schematic diagram of the foundation provided in specific embodiment of the present invention；
Fig. 9 is the structural schematic diagram of the steel column provided in specific embodiment of the present invention.
In figure:
1, principal post is assembled；2, girder steel；11, foundation；3, end is assembled；12, steel column；31, fitting groove；32, shank；33,
Tapped through hole；34, tapped blind hole；13, the first fixation hole；14, the second fixation hole；4, beam interconnecting piece；41, left fixing chuck plate；42,
Right fixing chuck plate；43, reinforce transverse slat；21, crossbeam；22, cant beam；15, positioning plate；16, deep floor；17, point.
Specific embodiment
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art and technical solution are briefly described, it should be apparent that, it is described below
Attached drawing be only some embodiments of the utility model, for those of ordinary skill in the art, do not paying creativeness
Under the premise of labour, it can also be obtained according to these attached drawings other attached drawings.
The present invention will be further described with reference to the accompanying drawing.
As shown in Figures 1 to 9, a kind of detachable assembling type construction steel structure provided in this embodiment, including several dresses
With principal post 1, several girder steels 2 being connected between assembly principal post 1, assembly principal post 1 includes that one end is assemblied in the foundation in ground
11, along the other end of foundation 11 upwardly through assembly several sequentially connected steel columns 12 of end 3, one end of girder steel 2 is connected to
On the assembly end 3 for assembling principal post 1, the other end of girder steel 2 is connected on the assembly end 3 of another assembly principal post 1.When assembly,
The bottom end of foundation 11 is first assemblied in the weight that monolithic architecture steel construction is born in ground by first installation assembly principal post 1, then will dress
One end with end 3 is connected to the top of foundation 11, then one end of steel column 12 is connected to the other end of assembly end 3, can root
It is sequentially connected assembly end 3, steel column 12 again on steel column 12 according to desired height, another assembly principal post 1 is installed again later, then two
It assembles and connects girder steel 2 between principal post 1, be combined into steel building frame finally by several assembly principal posts 1 and the assembly of girder steel 2
Frame connects girder steel 2 by assemble principal post 1 as the main support unit of steel building frame, and between assembly principal post 1
With by several assembly 1 associative structures of principal post, at stable steel building frame, girder steel 2 is also used to support floor, roof etc.
The weight of building element, and the both ends of girder steel 2 are connected on the assembly end 3 of two assembly principal posts 1, by assembling end 3
Foundation 1, steel column 12, girder steel 2 are connected and power is transmitted to assembly principal post 1, and is transferred to ground by the foundation of assembly principal post 1 11
In base, bearing capacity is strong, and stability is high, and assembly principal post 1 is by connecting several assembly ends 3 and steel column on the top of foundation 11
12 and adjust the height of assembly principal post 1, be applicable to the requirement of different height steel building, and foundation 11, assembly end 3,
Steel column 12, girder steel 2 can industrialized standard production, the component of less type can be assembled into complicated steel building frame, fit
It is wide with property, by assembly end 3 connect foundation 11, steel column 12, girder steel 2, install, dismantle it is convenient, be suitable for provisional steel construction
Building, component are easily recycled.
For the stability that reinforced assembly end 3 is connected with foundation 11 and steel column 12, further, the two of assembly end 3
End offers fitting groove 31 respectively, and the bottom of fitting groove 31 is provided with shank 32, and foundation 11 and steel column 12 are hollow steel
Column, foundation 11 is plugged in the fitting groove 31 of assembly 3 one end of end far from the one end on ground, and the shank 32 in fitting groove 31
It is inserted into the hollow cavity of foundation 11, one end of steel column 12 is plugged in the fitting groove 31 of assembly 3 other end of end, and fitting groove
Shank 32 in 31 is inserted into the hollow cavity of steel column 12, and shank 32 and assembly end 3 are integrated chemical conversion type, guarantees grafting
Bar 32 consolidates.By the cooperation of fitting groove 31 and foundation 11 and the cooperation of the hollow cavity of shank 32 and foundation 11, the bottom of from
One end of foundation 11 is fixed on assembly end 3 inside and out column 11, can prevent the opposite assembly end 3 of foundation 11 from inclining
Tiltedly, the stable connection of reinforced assembly end 3 and foundation 11 passes through the cooperation of fitting groove 31 and steel column 12 and shank 32 and steel column
The cooperation of 12 boring cavitys, and fix one end of steel column 12 on assembly end 3 inside and out steel column 12, prevent
Only opposite assembly 3 run-off the straight of end of steel column 12, enhancing steel column 12 and the stable connection for assembling end 3.Further, fitting groove
Tapped through hole 33 is offered on 31 side wall, and the tapped blind hole opposite with tapped through hole 33 is offered on the side wall of shank 32
34, the one end plugged on foundation 11 with assembly end 3 offers first fixation hole 13 opposite with tapped through hole 33, steel column 12
Both ends offer second fixation hole 14 opposite with tapped through hole 33, tapped through hole 33, the first fixation hole 13, tapped blind hole
It is provided with same bolt in 34, tapped through hole 33, the second fixation hole 14 are provided with same bolt in tapped blind hole 34, pass through spiral shell
One end of one end of foundation 11 and steel column 12 is fixed in fitting groove 31 by bolt, further enhance assembly end 3 and foundation 11 and
The connective stability of steel column 12, to guarantee the stabilization of integrated steel-structure building frame.
Further it is arranged on the outer wall of assembly end 3 useful for the stable connection of reinforced assembly end 3 and girder steel 2
In the beam interconnecting piece 4 of connection girder steel 2, beam interconnecting piece 4 includes left fixing chuck plate 41, the right fixation set on left 41 side of fixing chuck plate
Snap-gauge 42, one end of girder steel 2 are bolted between left fixing chuck plate 41 and right fixing chuck plate 42, pass through beam interconnecting piece 4
One end of girder steel 2 is fixed between left fixing chuck plate 41 and right fixing chuck plate 42, can reinforced assembly end 3 and girder steel 2 company
It connects stability, power is transferred to left fixing chuck plate 41 and right fixing chuck plate 42 when 2 stress of girder steel, and then be transferred to assembly end 3
And it is transferred to foundation 11 by assembling end 3, and it being transferred in ground by foundation 11, keeps 2 bearing capacity of girder steel strong, stability is high, into
And guaranteeing the stability of integrated steel-structure, left fixing chuck plate 41 is set with assembly 3 integrated molding of end with right fixing chuck plate 42
It sets, guarantees the bonding strength of left fixing chuck plate 41 and right fixing chuck plate 42 and assembly end 3, and then guarantee girder steel 2 and assembly side
First 3 stable connection is further provided between left fixing chuck plate 41 and right fixing chuck plate 42 and reinforces transverse slat 43, reinforces horizontal
One end of plate 43 is fixedly connected with the outer wall of assembly end 3, can be enhanced steady between left fixing chuck plate 41 and right fixing chuck plate 42
Gu and then guarantee left fixing chuck plate 41 and right fixing chuck plate 42 to the connection of girder steel 2, support it is firm.
To enhance the connective stability between several assembly principal posts 1, further, girder steel 2 includes being connected to two assembly
Crossbeam 21 and cant beam 22 between principal post 1, cant beam 22 is set to the side of crossbeam 21, between crossbeam 21, cant beam 22 and steel column 12
Stable triangular structure is formed, guarantees the stable connection between two assembly principal posts 1, one end of crossbeam 21 is bolted
Between the left fixing chuck plate 41 and right fixing chuck plate 42 for assembling the assembly end 3 on principal post 1, the other end of crossbeam 21 passes through bolt
It is connected between the left fixing chuck plate 41 and right fixing chuck plate 42 of the assembly end 3 on another assembly principal post 1, one end of cant beam 22
It is bolted between the left fixing chuck plate 41 and right fixing chuck plate 42 of the assembly end 3 on assembly principal post 1, cant beam 22
The other end be bolted it is another assembly principal post 1 on assembly end 3 left fixing chuck plate 41 and right fixing chuck plate 42 it
Between, further, crossbeam 21 is connected between two assembly ends 3 on two adjacent assembly principal posts 1 in sustained height, makes cross
The stress equalization in carrying of beam 21, guarantees the stress equalization of integrated steel-structure building frame, convenient for power is steadily imported ground
In, cant beam 22 is connected between two assembly ends 3 on two adjacent assembly principal posts 1 in different height, to guarantee cant beam
22, triangular structure stable between crossbeam 21, steel column 12, the both ends of crossbeam 21 and the both ends of cant beam 22 are each attached to assembly side
On first 3, Assembly And Disassembly is more convenient, and the steel building frame stability being assembled into is higher.
For the assembly convenient for foundation 11 and ground, further, one end on foundation 11 close to ground is provided with positioning bottom
Plate 15, when the bottom end of foundation 11 is assemblied in ground, the bottom face and ground of positioning plate 15 are touched, and can limit foundation 11
The depth being assemblied in ground guarantees to be in equal height between each assembly principal post 1, and passes through connecing for positioning plate 15 and ground
Touching can prevent foundation 11 with respect to ground run-off the straight, guarantee that assembly principal post 1 is vertical with ground, to guarantee steel building
Stabilization.Further, it is provided with deep floor 16 between positioning plate 15 and foundation 11, positioning plate 15 and foundation can be enhanced
11 bonding strength.Further, it is set as point 17 with one end of ground base phase assembly on foundation 11, point 17 is located at fixed
The lower section of position bottom plate 15, is plugged in ground convenient for foundation 11.
Above description is only a specific implementation of the present invention, but the protection scope of the utility model is not limited to
In this, any change or replacement expected without creative work be should be covered within the scope of the utility model.
Therefore, the protection scope of the utility model should be determined by the scope of protection defined in the claims.
Claims (10)
1. a kind of detachable assembling type construction steel structure, it is characterised in that:
Including several assembly principal post (1), several girder steels (2) being connected between assembly principal post (1)；
It is described assembly principal post (1) include one end be assemblied in ground foundation (11), along the foundation (11) the other end it is upward
By assembling end (3) several sequentially connected steel columns (12)；
One end of the girder steel (2) be connected to it is described assembly principal post (1) the assembly end (3) on, the girder steel (2) it is another
One end is connected on the assembly end (3) of another assembly principal post (1).
2. a kind of detachable assembling type construction steel structure according to claim 1, it is characterised in that:
The both ends of assembly end (3) offer fitting groove (31) respectively, and the bottom of the fitting groove (31) is provided with slotting
Extension bar (32)；
The foundation (11) and the steel column (12) are hollow steel column；
The foundation (11) is plugged in the fitting groove (31) of described assembly end (3) one end far from the one end on ground, and
The shank (32) in the fitting groove (31) is inserted into the hollow cavity of the foundation (11)；
One end of the steel column (12) is plugged in the fitting groove (31) of described assembly end (3) other end, and the dress
The shank (32) in slot allocation (31) is inserted into the hollow cavity of the steel column (12).
3. a kind of detachable assembling type construction steel structure according to claim 2, it is characterised in that:
It offers tapped through hole (33), is offered on the side wall of the shank (32) and institute on the side wall of the fitting groove (31)
State the opposite tapped blind hole (34) of tapped through hole (33)；
The one end plugged on the foundation (11) with assembly end (3) offers opposite with the tapped through hole (33)
First fixation hole (13)；
The both ends of the steel column (12) offer second fixation hole (14) opposite with the tapped through hole (33)；
The tapped through hole (33), first fixation hole (13), the tapped blind hole are provided with same bolt in (34)；
The tapped through hole (33), second fixation hole (14), the tapped blind hole are provided with same bolt in (34).
4. a kind of detachable assembling type construction steel structure according to claim 1, it is characterised in that:
The beam interconnecting piece (4) for connecting the girder steel (2) is provided on the outer wall of assembly end (3)；
The beam interconnecting piece (4) includes left fixing chuck plate (41), the right fixing chuck plate for being set to left fixing chuck plate (41) side
(42)；
One end of the girder steel (2) be bolted the left fixing chuck plate (41) and the right fixing chuck plate (42) it
Between.
5. a kind of detachable assembling type construction steel structure according to claim 4, it is characterised in that:
It is provided between the left fixing chuck plate (41) and the right fixing chuck plate (42) and reinforces transverse slat (43).
6. a kind of detachable assembling type construction steel structure according to claim 1, it is characterised in that:
The girder steel (2) includes the crossbeam (21) and cant beam (22) being connected between two assembly principal post (1), the cant beam
(22) it is set to the side of the crossbeam (21)；
Triangular structure is formed between the crossbeam (21), the cant beam (22) and the steel column (12).
7. a kind of detachable assembling type construction steel structure according to claim 6, it is characterised in that:
The crossbeam (21) be connected to adjacent two it is described assembly principal post (1) in sustained height two assembly end (3) it
Between；
The cant beam (22) be connected to adjacent two it is described assembly principal post (1) in different height two assembly end (3) it
Between.
8. a kind of detachable assembling type construction steel structure according to claim 1, it is characterised in that:
One end on the foundation (11) close to ground is provided with positioning plate (15).
9. a kind of detachable assembling type construction steel structure according to claim 8, it is characterised in that:
Deep floor (16) are provided between the positioning plate (15) and the foundation (11).
10. a kind of detachable assembling type construction steel structure according to claim 8, it is characterised in that:
One end on the foundation (11) with the assembly of ground base phase is set as point (17)；
The point (17) is located at the lower section of the positioning plate (15).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821817596.4U CN209538382U (en) | 2018-11-06 | 2018-11-06 | A kind of detachable assembling type construction steel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821817596.4U CN209538382U (en) | 2018-11-06 | 2018-11-06 | A kind of detachable assembling type construction steel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209538382U true CN209538382U (en) | 2019-10-25 |
Family
ID=68247754
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821817596.4U Expired - Fee Related CN209538382U (en) | 2018-11-06 | 2018-11-06 | A kind of detachable assembling type construction steel structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209538382U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111188432A (en) * | 2020-01-08 | 2020-05-22 | 亚鹰建筑科技集团有限公司 | Steel structure assembly type building unit composite wall and assembly method thereof |
| CN112324218A (en) * | 2020-11-23 | 2021-02-05 | 翟燕芳 | General steel construction of frame for assembly type structure |
| CN112360009A (en) * | 2020-11-04 | 2021-02-12 | 南昌航空大学 | Wall and floor connecting node and method for prefabricated building |
| CN117071952A (en) * | 2023-08-30 | 2023-11-17 | 滕州市政务服务中心 | Modularized assembled multi-layer building box house and construction method thereof |
-
2018
- 2018-11-06 CN CN201821817596.4U patent/CN209538382U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111188432A (en) * | 2020-01-08 | 2020-05-22 | 亚鹰建筑科技集团有限公司 | Steel structure assembly type building unit composite wall and assembly method thereof |
| CN112360009A (en) * | 2020-11-04 | 2021-02-12 | 南昌航空大学 | Wall and floor connecting node and method for prefabricated building |
| CN112324218A (en) * | 2020-11-23 | 2021-02-05 | 翟燕芳 | General steel construction of frame for assembly type structure |
| CN117071952A (en) * | 2023-08-30 | 2023-11-17 | 滕州市政务服务中心 | Modularized assembled multi-layer building box house and construction method thereof |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191025 Termination date: 20211106 |