CN108547378A - Connecting device for steel frame beam column with through partition plate - Google Patents
Connecting device for steel frame beam column with through partition plate Download PDFInfo
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- CN108547378A CN108547378A CN201810538614.3A CN201810538614A CN108547378A CN 108547378 A CN108547378 A CN 108547378A CN 201810538614 A CN201810538614 A CN 201810538614A CN 108547378 A CN108547378 A CN 108547378A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 126
- 239000010959 steel Substances 0.000 title claims abstract description 126
- 238000005192 partition Methods 0.000 title claims abstract description 15
- 125000006850 spacer group Chemical group 0.000 claims description 30
- 238000003466 welding Methods 0.000 claims description 7
- 210000001015 abdomen Anatomy 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 9
- 238000009434 installation Methods 0.000 abstract description 7
- 238000004519 manufacturing process Methods 0.000 abstract description 6
- 230000000149 penetrating effect Effects 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 5
- 230000005540 biological transmission Effects 0.000 description 3
- 238000005474 detonation Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 240000002853 Nelumbo nucifera Species 0.000 description 1
- 235000006508 Nelumbo nucifera Nutrition 0.000 description 1
- 235000006510 Nelumbo pentapetala Nutrition 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 1
- 210000001364 upper extremity Anatomy 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2415—Brackets, gussets, joining plates
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2418—Details of bolting
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2421—Socket type connectors
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2445—Load-supporting elements with reinforcement at the connection point other than the connector
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2454—Connections between open and closed section profiles
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention provides a beam-column connecting device with a through-type partition plate for a steel frame, belongs to the technical field of constructional engineering, can meet the requirements of high construction speed and convenience in installation on the premise of realizing production standardization of beam and column members, and can ensure safety and reliability of the whole connecting node. The beam column connecting device comprises a first steel frame column, a second steel frame column, a partition penetrating type sleeve and a steel frame beam; the sleeve with the through partition plates comprises an upper sub-sleeve, an upper partition plate, a middle sub-sleeve, a lower partition plate, a lower sub-sleeve and a web connecting plate, wherein the upper sub-sleeve, the upper partition plate, the middle sub-sleeve, the lower partition plate and the lower sub-sleeve are sequentially welded from top to bottom; the upper sub-sleeve is sleeved at the lower end of the first steel frame column and fixedly connected with the first steel frame column through a one-way bolt, and the lower sub-sleeve is sleeved at the upper end of the second steel frame column and fixedly connected with the second steel frame column through a one-way bolt; the upper flange plate and the upper clapboard, the lower flange plate and the lower clapboard, and the web plate connecting plate of the steel frame beam are respectively and fixedly connected through high-strength bolts.
Description
Technical field
The invention belongs to construction engineering technical field more particularly to a kind of diaphragm-through type steel frame beam column attachment devices.
Background technology
Assembled steel frame structure building is different from traditional architecture construction mode, and maximum feature is exactly that construction is quick,
More stringent requirements are proposed for this connection to node.
Currently, in assembled steel frame structure building, quadrate steel pipe column-H-type beam connecting node form mainly has internal partition
Node, external partition node, partition board perforation node and end plate connecting node, wherein only end plate connecting node is assembling type node,
Other three classes are required to carry out site welding, but end plate connecting node, as structures with semi-rigid joints, rigidity is relatively small, and are difficult
Plastic hinge is formed in beam-ends.In above-mentioned several connecting node forms, partition board perforation node is larger with rigidity, ductility is preferable,
The stronger advantage of energy dissipation capacity, however, can realize that the diaphragm-through type beam-to-column connection joint form of assembling is few at present.
Patent CN107489278A discloses a kind of construction method of box column-H-type joist steel frame joint, first by beam connecting elements,
Column connecting plate, upper spacer, lower clapboard and lower prop are welded as entirety, then connect transverse slat, beam connection riser and high-strength bolt by beam
H-type beam is fixed on column beam connecting elements, is fixedly connected with upper prop with column connecting plate by high-strength bolt.However, this kind of company
Connecing mode, there are still some shortcomings, such as：(1) in connecting node, lower prop with lower clapboard by being welded to connect, upper prop on every
Plate is bolted by column connecting plate, and upper and lower column construction is different, cannot achieve the standardized production of column component；(2) upper prop and upper spacer
It is connected with column connecting plate using high-strength bolt, if upper column length is long, can not apply stubborn, limit the length of upper prop；(3) it uses
In the column connecting plate of connection upper prop and upper spacer, position and the box-shaped short column vertical position of upper and lower partition room are discontinuous, exist
The discontinuous problem of vertical power transmission.
Thus, how under the premise of realizing that component production is standardized, providing one kind can Fast Installation, zero weldering of scene
It connects, while can guarantee safe and reliable diaphragm-through type steel frame beam column type of attachment again, be a urgent problem to be solved.
Invention content
The present invention for the above technical issues, proposes a kind of diaphragm-through type steel frame beam column attachment device, Neng Gou
Under the premise of realizing that beam, the production of column component are standardized, reach fast speed of application, simple structure, requirement easy for installation, while again
It can guarantee the safe and reliable of entire connecting node.
In order to achieve the above object, the technical solution adopted by the present invention is：
Diaphragm-through type steel frame beam column attachment device, including the first Steel Frame Column, the second Steel Frame Column, diaphragm-through type
Sleeve and steel-frame beam, second Steel Frame Column are located at the lower section of first Steel Frame Column；The diaphragm-through type sleeve
Including top sub-sleeve, upper spacer, middle part sub-sleeve, lower clapboard and the lower part sub-sleeve welded successively from top to bottom, further include
It is welded in the web connecting plate of the middle part sub-set drum outer wall；The top sub-sleeve is socketed under first Steel Frame Column
End, and be fixedly connected with first Steel Frame Column by one-way bolt, the lower part sub-sleeve is socketed on second steel framework
The upper end of trestle, and be fixedly connected with second Steel Frame Column by one-way bolt；The wall thickness of the middle part sub-sleeve is more than
Or the sum of the wall thickness equal to the top sub-sleeve and the first Steel Frame Column, and it is greater than or equal to the lower part sub-sleeve and second
The sum of wall thickness of Steel Frame Column；The steel-frame beam include top flange plate, bottom wing listrium and be connected to the top flange plate and under
Web between flange plate, the top flange plate are fixedly connected with upper spacer by high-strength bolt, the bottom wing listrium under every
Plate is fixedly connected by high-strength bolt, and the web is fixedly connected with web connecting plate by high-strength bolt.
Preferably, the upper spacer and lower clapboard are arranged in parallel, the top sub-sleeve, middle part sub-sleeve and lower part
Sleeve is coaxially arranged, and the axis is perpendicular to the upper spacer or lower clapboard.
Preferably, the web connecting plate is arranged perpendicular to the upper spacer or lower clapboard.
Preferably, the lower end of the top sub-sleeve, the top and bottom and the lower part of the middle part sub-sleeve
The upper end of sub-sleeve, is equipped with welding groove.
Preferably, the inner wall clearance fit of the outer wall of first Steel Frame Column lower end and the top sub-sleeve, institute
State the inner wall clearance fit of the outer wall and the lower part sub-sleeve of the second Steel Frame Column upper end.
Preferably, the two lateral walls of the top sub-sleeve are respectively equipped with multiple first bolts hole, first steel
The lower end of frame column side wall corresponds to first bolt hole and is equipped with multiple second bolts hole, first bolt hole and the second spiral shell
Keyhole is coaxially disposed.
Preferably, the two lateral walls of the lower part sub-sleeve are respectively equipped with multiple third bolts hole, second steel
The upper end of frame column side wall corresponds to the third bolt hole and is equipped with multiple 4th bolts hole, the third bolt hole and the 4th spiral shell
Keyhole is coaxially disposed.
Preferably, the upper spacer has the first connecting portion for being connect with the top flange plate, the lower clapboard
With the second connecting portion for being connect with the bottom wing listrium, the first connecting portion, second connecting portion and web connecting plate
Positioned at the homonymy of the middle part sub-sleeve；The steel-frame beam end is inserted between the first connecting portion and second connecting portion,
The top flange plate fits with first connecting portion, and the bottom wing listrium fits with second connecting portion, the web and web
Connecting plate fits.
Preferably, the first connecting portion is equipped with multiple 5th bolts hole, the top flange plate corresponds to the described 5th
Bolt hole is equipped with multiple 6th bolts hole, the 5th bolt hole and the coaxial arrangement of the 6th bolt hole；The second connecting portion is set
There are multiple 7th bolts hole, the bottom wing listrium corresponds to the 7th bolt hole and is equipped with multiple 8th bolts hole, and the described 7th
Bolt hole and the coaxial arrangement of the 8th bolt hole；The web connecting plate is equipped with multiple 9th bolts hole, and the web corresponds to institute
It states the 9th bolt hole and is equipped with multiple tenth bolts hole, the 9th bolt hole and the coaxial arrangement of the tenth bolt hole.
Compared with prior art, the advantages of the present invention are：
1, diaphragm-through type steel frame beam column attachment device provided by the invention passes through top of diaphragm-through type sleeve
Sleeve and lower part sub-sleeve are separately connected the first Steel Frame Column and the second Steel Frame Column, pass through upper spacer, lower clapboard and web
Connecting plate connection steel frames beam keeps the first Steel Frame Column consistent with the construction of the second Steel Frame Column, it can be achieved that steel-frame beam, column life
Production standardization, site operation predominantly lifts and bolt applies stubborn two big steps, and installation is fast and convenient, and scene zero may be implemented and weld
Construction；
2, diaphragm-through type steel frame beam column attachment device provided by the invention realizes top sub-set using one-way bolt
Effective connection of cylinder and the first Steel Frame Column, lower part sub-sleeve and the second Steel Frame Column, can effectively prevent node in reciprocal lotus
Load effect is lower to generate break-off, moreover, because the stress of styletable one-way bolt predominantly undertakes shearing action, and it is unidirectional
The shear-carrying capacity of bolt can ensure that the safety of entire connecting node can higher than same specification, the common high-strength bolt of same level
It leans on；
3, in diaphragm-through type steel frame beam column attachment device provided by the invention, the wall thickness of middle part sub-sleeve is more than or waits
In the sum of the wall thickness of the top sub-sleeve and the first Steel Frame Column, and it is greater than or equal to the lower part sub-sleeve and the second steel framework
The sum of wall thickness of trestle ensure that the continuity of vertical power transmission, advantageously ensure that the safe and reliable of entire connecting node.
Description of the drawings
Fig. 1 is the structural schematic diagram of diaphragm-through type steel frame beam column attachment device provided in an embodiment of the present invention；
Fig. 2 is the detonation configuration figure of Fig. 1；
Fig. 3 is the structural schematic diagram of the diaphragm-through type steel frame beam column attachment device after vertically splitting；
Fig. 4 is the close-up schematic view at A in Fig. 3；
Fig. 5 is the stereogram of diaphragm-through type sleeve provided in an embodiment of the present invention；
Fig. 6 is the detonation configuration figure of Fig. 5；
Fig. 7 is the front view of diaphragm-through type sleeve provided in an embodiment of the present invention；
Fig. 8 is the structural schematic diagram of top sub-sleeve provided in an embodiment of the present invention；
Fig. 9 is the structural schematic diagram of middle part sub-sleeve provided in an embodiment of the present invention；
Figure 10 is the structural schematic diagram of lower part sub-sleeve provided in an embodiment of the present invention；
In above each figure：1, the first Steel Frame Column；2, the second Steel Frame Column；3, diaphragm-through type sleeve；31, top sub-set
Cylinder；32, upper spacer；321, first connecting portion；33, middle part sub-sleeve；34, lower clapboard；341, second connecting portion；35, lower part
Sleeve；36, web connecting plate；4, steel-frame beam；41, top flange plate；42, web；43, bottom wing listrium；5, one-way bolt；6, high
Strength bolt；7, the first bolt hole；8, the second bolt hole；9, third bolt hole；10, the 4th bolt hole；11, the 5th bolt hole；12、
6th bolt hole；13, the 7th bolt hole；14, the 8th bolt hole；15, the 9th bolt hole；16, the tenth bolt hole；17, slope is welded
Mouthful.
Specific implementation mode
In the following, the present invention is specifically described by illustrative embodiment.It should be appreciated, however, that not into one
In the case of step narration, element, structure and features in an embodiment can also be advantageously incorporated into other embodiment
In.
In the description of the present invention, it should be noted that the instructions such as term "inner", "outside", "upper", "lower", "front", "rear"
Orientation or positional relationship be based on attached position relationship shown in FIG. 1, be merely for convenience of description of the present invention and simplification of the description, and
It is not that the device of instruction or hint meaning or element must have a particular orientation, with specific azimuth configuration and operation, therefore
It is not considered as limiting the invention.In addition, term " first ", " second ", " third " ..., " the tenth " be only used for describing
Purpose is not understood to indicate or imply relative importance.
As Figure 1-Figure 4, the present invention relates to a kind of diaphragm-through type steel frame beam column attachment devices, including the first steel framework
Trestle 1, the second Steel Frame Column 2, diaphragm-through type sleeve 3 and steel-frame beam 4, the first Steel Frame Column 1 and the second Steel Frame Column 2 are total
Axis is arranged, and the second Steel Frame Column 2 is located at the lower section of the first Steel Frame Column 1, the first Steel Frame Column 1 and the second Steel Frame Column 2
Support column as steel frame；As shown in Figure 5-Figure 7, diaphragm-through type sleeve 3 includes top welded successively from top to bottom
Sleeve 31, upper spacer 32, middle part sub-sleeve 33, lower clapboard 34 and lower part sub-sleeve 35 further include being welded in middle part sub-sleeve 33
The web connecting plate 36 of outer wall；Top sub-sleeve 31 is socketed on the lower end of the first Steel Frame Column 1, and passes through one-way bolt 5 and
One Steel Frame Column 1 is fixedly connected, and lower part sub-sleeve 35 is socketed on the upper end of the second Steel Frame Column 2, and passes through one-way bolt 5 and
Two Steel Frame Columns 2 are fixedly connected；As shown in figure 4, the wall thickness of middle part sub-sleeve 33 is greater than or equal to top sub-sleeve 31 and first
The sum of the wall thickness of Steel Frame Column 1, and more than or equal to the sum of the wall thickness of lower part sub-sleeve 35 and the second Steel Frame Column 2；Such as Fig. 1-
Shown in Fig. 2, steel-frame beam 4 includes top flange plate 41, bottom wing listrium 43 and is connected between top flange plate 41 and bottom wing listrium 43
Web 42, top flange plate 41 is fixedly connected with upper spacer 32 by high-strength bolt 6, and bottom wing listrium 43 passes through height with lower clapboard 34
Strength bolt 6 is fixedly connected, and web 42 is fixedly connected with web connecting plate 36 by high-strength bolt 6.
In the through steel frame beam column attachment device of aforementioned barriers, master of the diaphragm-through type sleeve 3 as beam-to-column joint
Component, upper part sub-sleeve 31 and lower part sub-sleeve 35 is wanted to be respectively used to connect with the first Steel Frame Column 1 and the second Steel Frame Column 2
It connects, upper spacer 32, lower clapboard 34 and web connecting plate 36 with steel-frame beam 4 for connecting, concrete structure such as Fig. 5-figure
Shown in 10.It should be noted that as shown in Figure 5-Figure 7, upper spacer 32 and lower clapboard 34 are arranged in parallel, top sub-sleeve 31, in
Portion's sub-sleeve 33 and lower part sub-sleeve 35 are coaxially arranged, and the axis is arranged in this way perpendicular to upper spacer 32 or lower clapboard 34
It can ensure the verticality of beam-to-column joint, ensure quality of connection.Further, as Figure 8-Figure 10, top sub-sleeve 31
Lower end, the top and bottom of middle part sub-sleeve 33 and the upper end of lower part sub-sleeve 35, are equipped with welding groove 17, in order to
Top sub-sleeve 31, upper spacer 32, middle part sub-sleeve 33, lower clapboard 34 and lower part sub-sleeve 35 are welded successively by groove welding
It is connected in entirety.In addition, web connecting plate 36 is welded in the outer wall of middle part sub-sleeve 33 by fillet welding, and web connecting plate 36 is vertical
It is arranged in upper spacer 32 or lower clapboard 34, in order to be connected with the web 42 of steel-frame beam 4.
For the connection of diaphragm-through type sleeve 3 and the first Steel Frame Column 1 and the second Steel Frame Column 2, as shown in figure 3,
The outer wall of one Steel Frame Column, 1 lower end and the inner wall clearance fit of top sub-sleeve 31, the outer wall of 2 upper end of the second Steel Frame Column is under
The inner wall clearance fit of portion's sub-sleeve 35.When mounted, it both ensure that the lower end of the first Steel Frame Column 1 can smoothly be inserted into top
In sub-sleeve 31, the upper end of the second Steel Frame Column 2 can be smoothly inserted into lower part sub-sleeve 35, be in turn ensured by unidirectional spiral shell
When bolt 5 fastens, can realize the outer wall of the first Steel Frame Column 1 and top sub-sleeve 31 fit closely and the second steel frame
The outer wall of column 2 is fitted closely with lower part sub-sleeve 35, ensures bonding strength.
For the connection of top sub-sleeve 31 and the first Steel Frame Column 1, as shown in Fig. 2, opposite the two of top sub-sleeve 31
Side wall is respectively equipped with multiple first bolts hole 7, and the lower end of 1 side wall of the first Steel Frame Column corresponds to the first bolt hole 7 equipped with multiple
Second bolt hole 8, the first bolt hole 7 and the second bolt hole 8 are coaxially disposed, so that top sub-sleeve 31 and the first Steel Frame Column 1
Lower end be fixed together by one-way bolt 5.It should be noted that being set respectively in 31 two lateral walls of top sub-sleeve
The first bolt hole 7 is set, can ensure stress balance when top sub-sleeve 31 is connect with the first Steel Frame Column 1, it is possible to understand that
It is that those skilled in the art also can be respectively provided with the first bolt hole 7 in four side walls of top sub-sleeve 31.In addition, this field skill
Art personnel can be according to the needs of bonding strength, the specific quantity that the first bolt hole 7 and the second bolt hole 8 is arranged, in the present embodiment
In, the first bolt hole 7 and the second bolt hole 8 are that three rows three arrange, totally 9.
Similarly, for the connection of lower part sub-sleeve 35 and the second Steel Frame Column 2, as shown in Fig. 2, the phase of lower part sub-sleeve 35
Multiple third bolts hole 9 are respectively equipped with to two side, the upper end of 2 side wall of the second Steel Frame Column is equipped with corresponding to third bolt hole 9
Multiple 4th bolts hole 10, third bolt hole 9 and the 4th bolt hole 10 are coaxially disposed, so that lower part sub-sleeve 35 and the second steel framework
The upper end of trestle 2 is fixed together by one-way bolt 5.It should be noted that in 35 two lateral walls of lower part sub-sleeve
Third bolt hole 9 is respectively set, can ensure stress balance when lower part sub-sleeve 35 is connect with the second Steel Frame Column 2, it can be with
Understand, those skilled in the art also can be respectively provided with third bolt hole 9 in four side walls of lower part sub-sleeve 35.In addition, this
Field technology personnel can be according to the needs of bonding strength, the specific quantity that third bolt hole 9 and the 4th bolt hole 10 is arranged, at this
In embodiment, third bolt hole 9 and the 4th bolt hole 10 are that three rows three arrange, totally 9.
For the connection of diaphragm-through type sleeve 3 and steel-frame beam 4, as shown in Figure 1, Figure 2, shown in Fig. 5 and Fig. 6, upper spacer 32
With the first connecting portion 321 for being connect with top flange plate 41, lower clapboard 34 has for being connect with bottom wing listrium 43
Two interconnecting pieces 341, first connecting portion 321 and second connecting portion 341 protrude from the outer wall of middle part sub-sleeve 33, and the first connection
Portion 321, second connecting portion 341 and web connecting plate 36 are located at the homonymy of middle part sub-sleeve 33；4 end of steel-frame beam is inserted into first
Between interconnecting piece 321 and second connecting portion 341, top flange plate 41 fits with first connecting portion 321, bottom wing listrium 43 and second
Interconnecting piece 341 fits, and web 42 fits with web connecting plate 36.
Further, as shown in Fig. 2, first connecting portion 321 is equipped with multiple 5th bolts hole 11, the upper limb of steel-frame beam 4
Listrium 41 corresponds to the 5th bolt hole 11 and is equipped with multiple 6th bolts hole 12, and the 5th bolt hole 11 and the 6th bolt hole 12 are coaxially set
It sets, so that upper spacer 32 and top flange plate 41 are fixed together by high-strength bolt 6；Second connecting portion 341 is equipped with multiple
7th bolt hole 13, the bottom wing listrium 43 of steel-frame beam 4 correspond to the 7th bolt hole 13 and are equipped with multiple 8th bolts hole 14, and the 7th
Bolt hole 13 and the coaxial arrangement of the 8th bolt hole 14, so that lower clapboard 34 is fixedly connected with bottom wing listrium 43 by high-strength bolt 6
Together；Web connecting plate 36 is equipped with multiple 9th bolts hole 15, and the web 42 of steel-frame beam 4 is set corresponding to the 9th bolt hole 15
There are multiple tenth bolts hole 16, the 9th bolt hole 15 and the coaxial arrangement of the tenth bolt hole 16, so that web connecting plate 36 and web
42 are fixed together by high-strength bolt 6.
In order to be better understood from the diaphragm-through type steel frame beam column attachment device of above-described embodiment offer, it was installed
Journey is described as follows：
First, by top sub-sleeve 31, upper spacer 32, middle part sub-sleeve 33, lower clapboard 34 and lower part sub-set in factory
Cylinder 35 is welded as entirety successively from top to bottom, and web connecting plate 36 is welded in the outer wall of middle part sub-sleeve 33, is welded
Diaphragm-through type sleeve 3.When site operation, according to specific installation needs, the second Steel Frame Column 2 is fixedly mounted in place, it will
The lower part sub-sleeve 35 of diaphragm-through type sleeve 3 is sleeved on the upper end of the second Steel Frame Column 2, installs one-way bolt 5 and tightens, under making
Portion's sub-sleeve 35 is closely connect with the second Steel Frame Column 2.Then, the first Steel Frame Column 1 is hung to the upper of diaphragm-through type sleeve 3
The lower end of first Steel Frame Column 1 is inserted into top sub-sleeve 31 by the top of portion's sub-sleeve 31, is installed one-way bolt 5 and is tightened,
Top sub-sleeve 31 is set closely to be connect with the first Steel Frame Column 1.Finally, upper spacer 32 is inserted into under in the end of steel-frame beam 4
Between partition board 34, top flange plate 41 is connect by fastening with upper spacer 32 using high-strength bolt 6, using high-strength bolt 6 by lower flange
Plate 43 connect fastening with lower clapboard 34, web 42 is connect fastening with web connecting plate 36 using high-strength bolt 6, at entire beam column
The installation of connecting node.
Diaphragm-through type steel frame beam column attachment device provided by the invention passes through top of diaphragm-through type sleeve 3
Sleeve 31 and lower part sub-sleeve 35 are separately connected the first Steel Frame Column 1 and the second Steel Frame Column 2, pass through upper spacer 32, lower clapboard
34 and 36 connection steel frames beam 4 of web connecting plate, keep the first Steel Frame Column 1 consistent with the construction of the second Steel Frame Column 2, it can be real
Existing steel-frame beam, column production standardization, site operation predominantly lifts and bolt applies stubborn two big steps, and installation is fast and convenient, can
To realize live zero welding procedure.Moreover, diaphragm-through type steel frame beam column attachment device provided by the invention, using unidirectional spiral shell
Bolt 5 realizes effective connection of top sub-sleeve 31 and the first Steel Frame Column 1, lower part sub-sleeve 35 and the second Steel Frame Column 2, energy
Enough it effectively prevent node to generate break-off under reciprocating load, moreover, because the stress master of styletable one-way bolt 5
It is to undertake shearing action, and the shear-carrying capacity of one-way bolt is higher than same specification, the common high-strength bolt of same level, Neng Goubao
Demonstrate,prove the safe and reliable of entire connecting node.In addition, in diaphragm-through type steel frame beam column attachment device provided by the invention, middle part
The wall thickness of sub-sleeve 33 is greater than or equal to the sum of the wall thickness of top sub-sleeve 31 and the first Steel Frame Column 1, and under being greater than or equal to
The sum of the wall thickness of portion's sub-sleeve 35 and the second Steel Frame Column 2, ensure that the continuity of vertical power transmission, advantageously ensure that entire connection
Node it is safe and reliable.
Claims (9)
1. diaphragm-through type steel frame beam column attachment device, including the first Steel Frame Column (1), the second Steel Frame Column (2), partition board pass through
General formula sleeve (3) and steel-frame beam (4), second Steel Frame Column (2) are located at the lower section of first Steel Frame Column (1)；Its
It is characterized in that：The diaphragm-through type sleeve (3) includes top sub-sleeve (31), the upper spacer welded successively from top to bottom
(32), middle part sub-sleeve (33), lower clapboard (34) and lower part sub-sleeve (35) further include being welded in the middle part sub-sleeve (33)
The web connecting plate (36) of outer wall；The top sub-sleeve (31) is socketed on the lower end of first Steel Frame Column (1), and passes through
One-way bolt (5) is fixedly connected with first Steel Frame Column (1), and the lower part sub-sleeve (35) is socketed on second steel framework
The upper end of trestle (2), and be fixedly connected with second Steel Frame Column (2) by one-way bolt (5)；The middle part sub-sleeve
(33) wall thickness is greater than or equal to the sum of the wall thickness of the top sub-sleeve (31) and the first Steel Frame Column (1), and is more than or waits
In the sum of the wall thickness of the lower part sub-sleeve (35) and the second Steel Frame Column (2)；The steel-frame beam (4) includes top flange plate
(41), bottom wing listrium (43) and the web (42) being connected between the top flange plate (41) and bottom wing listrium (43), it is described on
Flange plate (41) is fixedly connected with upper spacer (32) by high-strength bolt (6), and the bottom wing listrium (43) is logical with lower clapboard (34)
It crosses high-strength bolt (6) to be fixedly connected, the web (42) is fixedly connected with web connecting plate (36) by high-strength bolt (6).
2. diaphragm-through type steel frame beam column attachment device according to claim 1, it is characterised in that：The upper spacer
(32) it is arranged in parallel with lower clapboard (34), the top sub-sleeve (31), middle part sub-sleeve (33) and lower part sub-sleeve (35) are altogether
Axis is arranged, and the axis is perpendicular to the upper spacer (32) or lower clapboard (34).
3. diaphragm-through type steel frame beam column attachment device according to claim 2, it is characterised in that：The web connection
Plate (36) is arranged perpendicular to the upper spacer (32) or lower clapboard (34).
4. according to claim 1-3 any one of them diaphragm-through type steel frame beam column attachment device it is characterized in that：It is described
The lower end of top sub-sleeve (31), the top and bottom of the middle part sub-sleeve (33) and the lower part sub-sleeve (35)
Upper end is equipped with welding groove (17).
5. diaphragm-through type steel frame beam column attachment device according to claim 1, it is characterised in that：First steel framework
The inner wall clearance fit of the outer wall of trestle (1) lower end and the top sub-sleeve (31), the second Steel Frame Column (2) upper end
The inner wall clearance fit of outer wall and the lower part sub-sleeve (35).
6. diaphragm-through type steel frame beam column attachment device according to claim 5, it is characterised in that：The top sub-set
The two lateral walls of cylinder (31) are respectively equipped with multiple first bolts hole (7), and the lower end of the first Steel Frame Column (1) side wall corresponds to
Multiple second bolts hole (8) are equipped in first bolt hole (7), first bolt hole (7) and the second bolt hole (8) are coaxial
Setting.
7. diaphragm-through type steel frame beam column attachment device according to claim 5 or 6, it is characterised in that：The lower part
The two lateral walls of sub-sleeve (35) are respectively equipped with multiple third bolts hole (9), the upper end of the second Steel Frame Column (2) side wall
It is equipped with multiple 4th bolts hole (10), the third bolt hole (9) and the 4th bolt hole corresponding to the third bolt hole (9)
(10) it is coaxially disposed.
8. diaphragm-through type steel frame beam column attachment device according to claim 1, it is characterised in that：The upper spacer
(32) there is first connecting portion (321) for connect with the top flange plate (41), the lower clapboard (34) with for
The second connecting portion (341) of bottom wing listrium (43) connection, the first connecting portion (321), second connecting portion (341) and abdomen
Plate connecting plate (36) is located at the homonymy of the middle part sub-sleeve (33)；First connection is inserted into steel-frame beam (4) end
Between portion (321) and second connecting portion (341), the top flange plate (41) fits with first connecting portion (321), the bottom wing
Listrium (43) fits with second connecting portion (341), and the web (42) fits with web connecting plate (36).
9. diaphragm-through type steel frame beam column attachment device according to claim 8, it is characterised in that：First connection
Portion (321) is equipped with multiple 5th bolts hole (11), and the top flange plate (41) corresponds to the 5th bolt hole (11) equipped with more
A 6th bolt hole (12), the 5th bolt hole (11) and the coaxial arrangement of the 6th bolt hole (12)；The second connecting portion
(341) multiple 7th bolts hole (13) are equipped with, the bottom wing listrium (43) corresponds to the 7th bolt hole (13) equipped with multiple
8th bolt hole (14), the 7th bolt hole (13) and the coaxial arrangement of the 8th bolt hole (14)；The web connecting plate (36)
Equipped with multiple 9th bolts hole (15), the web (42) corresponds to the 9th bolt hole (15) and is equipped with multiple tenth bolts hole
(16), the 9th bolt hole (15) and the coaxial arrangement of the tenth bolt hole (16).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810538614.3A CN108547378A (en) | 2018-05-30 | 2018-05-30 | Connecting device for steel frame beam column with through partition plate |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810538614.3A CN108547378A (en) | 2018-05-30 | 2018-05-30 | Connecting device for steel frame beam column with through partition plate |
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| CN108547378A true CN108547378A (en) | 2018-09-18 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810538614.3A Pending CN108547378A (en) | 2018-05-30 | 2018-05-30 | Connecting device for steel frame beam column with through partition plate |
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| Country | Link |
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| CN (1) | CN108547378A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109537728A (en) * | 2019-01-11 | 2019-03-29 | 青岛理工大学 | Beam-column connecting device and manufacturing method thereof |
| CN109914613A (en) * | 2019-04-15 | 2019-06-21 | 国网河北省电力有限公司经济技术研究院 | Clapboard radius component, capability of diaphragm-through style beam-column joint and building |
| CN110424538A (en) * | 2019-08-22 | 2019-11-08 | 昆明理工大学 | A kind of internal connecting type bean column node |
| JP2021042643A (en) * | 2019-09-13 | 2021-03-18 | 長瀬 健一 | Steel framework structure construction |
| CN113338439A (en) * | 2021-06-22 | 2021-09-03 | 厦门大禾众邦建筑工程技术服务有限公司 | Assembled steel construction list slope roofing house |
| CN113374170A (en) * | 2021-06-22 | 2021-09-10 | 厦门大禾众邦建筑工程技术服务有限公司 | Assembled steel construction multiple slope roofing house |
| CN113914453A (en) * | 2021-09-24 | 2022-01-11 | 昌达建筑科技有限公司 | Modular corridor structure |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10292486A (en) * | 1997-02-13 | 1998-11-04 | Tanaka Seisakusho:Kk | Through diaphragm body and connecting structure for steel structure using it |
| CN102561530A (en) * | 2012-03-19 | 2012-07-11 | 天津大学 | Rectangular steel tube concrete column and steel beam all-bolt connecting joint |
| KR20130000497A (en) * | 2011-06-23 | 2013-01-03 | 최진욱 | Concrete filled steer tube and beams connecting device |
| CN105569184A (en) * | 2016-01-07 | 2016-05-11 | 天津大学 | One-way bolt connection node between rectangular steel pipe concrete column and H-type girders |
| CN106703193A (en) * | 2017-03-08 | 2017-05-24 | 燕山大学 | Channel steel end plate joint for square steel string |
| CN107023076A (en) * | 2017-06-06 | 2017-08-08 | 贵州大学 | A kind of assembly concrete pole steel beam connecting node and preparation method thereof |
| CN208396007U (en) * | 2018-05-30 | 2019-01-18 | 青岛理工大学 | Connecting device for steel frame beam column with through partition plate |
-
2018
- 2018-05-30 CN CN201810538614.3A patent/CN108547378A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10292486A (en) * | 1997-02-13 | 1998-11-04 | Tanaka Seisakusho:Kk | Through diaphragm body and connecting structure for steel structure using it |
| KR20130000497A (en) * | 2011-06-23 | 2013-01-03 | 최진욱 | Concrete filled steer tube and beams connecting device |
| CN102561530A (en) * | 2012-03-19 | 2012-07-11 | 天津大学 | Rectangular steel tube concrete column and steel beam all-bolt connecting joint |
| CN105569184A (en) * | 2016-01-07 | 2016-05-11 | 天津大学 | One-way bolt connection node between rectangular steel pipe concrete column and H-type girders |
| CN106703193A (en) * | 2017-03-08 | 2017-05-24 | 燕山大学 | Channel steel end plate joint for square steel string |
| CN107023076A (en) * | 2017-06-06 | 2017-08-08 | 贵州大学 | A kind of assembly concrete pole steel beam connecting node and preparation method thereof |
| CN208396007U (en) * | 2018-05-30 | 2019-01-18 | 青岛理工大学 | Connecting device for steel frame beam column with through partition plate |
Non-Patent Citations (1)
| Title |
|---|
| 丁洁民等: "《大跨度建筑钢屋盖结构选型与设计》", 31 May 2013, 同济大学出版社, pages: 54 * |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109537728A (en) * | 2019-01-11 | 2019-03-29 | 青岛理工大学 | Beam-column connecting device and manufacturing method thereof |
| CN109537728B (en) * | 2019-01-11 | 2021-03-23 | 青岛理工大学 | Beam-column connecting device and manufacturing method thereof |
| CN109914613A (en) * | 2019-04-15 | 2019-06-21 | 国网河北省电力有限公司经济技术研究院 | Clapboard radius component, capability of diaphragm-through style beam-column joint and building |
| CN109914613B (en) * | 2019-04-15 | 2023-09-05 | 国网河北省电力有限公司经济技术研究院 | Partition through type node assembly, partition through type beam column node and building |
| CN110424538A (en) * | 2019-08-22 | 2019-11-08 | 昆明理工大学 | A kind of internal connecting type bean column node |
| JP2021042643A (en) * | 2019-09-13 | 2021-03-18 | 長瀬 健一 | Steel framework structure construction |
| CN113338439A (en) * | 2021-06-22 | 2021-09-03 | 厦门大禾众邦建筑工程技术服务有限公司 | Assembled steel construction list slope roofing house |
| CN113374170A (en) * | 2021-06-22 | 2021-09-10 | 厦门大禾众邦建筑工程技术服务有限公司 | Assembled steel construction multiple slope roofing house |
| CN113914453A (en) * | 2021-09-24 | 2022-01-11 | 昌达建筑科技有限公司 | Modular corridor structure |
| CN113914453B (en) * | 2021-09-24 | 2022-11-01 | 昌达建筑科技有限公司 | Modular corridor structure |
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