CN109736433A - A kind of structural beams and frame-type beam column construction - Google Patents
A kind of structural beams and frame-type beam column construction Download PDFInfo
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- CN109736433A CN109736433A CN201811606750.8A CN201811606750A CN109736433A CN 109736433 A CN109736433 A CN 109736433A CN 201811606750 A CN201811606750 A CN 201811606750A CN 109736433 A CN109736433 A CN 109736433A
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Abstract
The present invention relates to a kind of structural beams and frame-type beam column constructions, the first adapter assembly including girder and connection girder and girder, first adapter assembly includes base portion, the laterally protruding alar part in base portion, the top plate and clamping piece for being parallel to alar part surface, the top plate is fixed on base portion and collectively constitutes installation cavity with base portion, top plate, the alar part and top plate, which are located at the side in installation cavity and protrude, is provided with the first limit card convex, and the limit card convex is provided with guide frame with the part that girder contacts first；The end of the girder is embedded in installation cavity and is provided with the first limit card slot connect for the first limiting card tuck pointing；The advantages of clamping piece pushes against in the two sides of girder, encirclement and pushes against the top of top plate, fixes with alar part, has and improves that installation effectiveness is high, the affixed generated problem of stress concentration that reduces girder, improves the load capacity and service life of beam.
Description
Technical field
The present invention relates to building structure field more particularly to a kind of structural beams.
Background technique
Existing steel building and its method of construction, although opposite cement brick is mixed, the building construction of armored concrete and
Its method of construction, has many good qualities, but Shortcomings, is mainly shown as the following:
First is that due between the beam and column or beam and beam of existing building steel structure frame directly by the connection of the fasteners such as bolt or
By the connection type of welding etc., stress is poor, connection is fragile, and the gravity of beam, column, floor etc. is finally transmitted in connecting node
It is born by securing member or weld part, will cause connection section of the stress concentrations between beam and column or beam and beam in this way
Point and make connecting node stress it is worse, connection it is more fragile, this will be greatly reduced the safety of existing building frame structure, and shortening makes
Use the service life.This is maximum technical problem existing for existing traditional architecture steel structure frame.Second is that the fastening such as the bolt at scene
The connecting link of connection or welding is more, this can improve installation difficulty, reduces installation effectiveness, cause site operation human cost and
Time cost is high.Third is that being bolted connection or welding due to adopting between traditional architecture steel framework beam and column or beam and beam
Connection type, it is necessary to it is respective connection end be cooperatively connected design, processing, when beam or column will use standard sections
When, in addition connection end just must be designed and be processed, when beam or column then need to be specifically manufactured without using standard sections, two kinds
Mode all cannot achieve high-volume standardized production, at high cost, is also easy to appear beam or column dimension mismachining tolerance generates connection and misses
Difference makes natively fragile link position be difficult to bear the transmitting of building weight loading and load forces well.
Summary of the invention
The purpose of the present invention one is to provide a kind of structural beams, and which solve the modes for directlying adopt fastener or welding to cause
The problem of connecting node of the stress concentrations between beam and column or beam and beam, reached installation effectiveness is high, emergency concentrate it is few
The advantages of.
Above-mentioned technical purpose of the invention has the technical scheme that
A kind of structural beams, the first adapter assembly including girder and connection girder and girder, first adapter assembly include
Base portion, the laterally protruding alar part in base portion, the top plate and clamping piece for being parallel to alar part surface, the top plate are fixed on base portion simultaneously
Installation cavity is collectively constituted with base portion, top plate, and the alar part and top plate, which are located at the side in installation cavity and protrude, is provided with the first limit
Position card convex, the limit card convex are provided with guide frame with the part that girder contacts first；The end of the girder is embedded in installation
Chamber and it is provided with the first limit card slot connect for the first limiting card tuck pointing；The clamping piece pushes against the two sides in girder, surrounds simultaneously
It pushes against the top of top plate, fixed with alar part.
By using above-mentioned technical proposal, the first adapter assembly can be fixed on column or other supporting parts, and as beam
Between exchanging structure, alar part therein is supported as the bottom of girder, and is provided main load-bearing and supported；And girder is along length
Direction generates the displacement of flexible or external cause bring and tends to provide stress by the first limit card convex and the first limit card slot, at mutual group
When dress, the first limit card convex can be realized by the elastic deformation of itself, the deformation of girder and the elastic bending of top plate
Evacuation between girder, and installation is completed along guiding, the two is not had to the guiding being mutually disengaged after installation is complete, and
It is aided with clamping to tighten top plate and alar part, completion reverses the trend to girder and the limitation of the movement tendency in elongatedness direction；From
And the assembling between girder is quickly finished, and reduce and the case where support is directly provided by affixed position；Installation effectiveness is reached
Effect high, emergency centrostigma is few, improves the load capacity and service life of beam.
The present invention is further arranged to: the girder includes two pieces of panels mutually parallel to each other and between two panels
Web surrounds between the panel and web and forms weight loss groove, and first limit card slot is set to panel；The clamping piece packet
The clamping unit for being symmetrically distributed in the two sides of girder is included, the middle part of the clamping unit, which protrudes to weight loss groove and formed to be embedded in, to be subtracted
The convergence part of Baking soda, the hook portion of the vertical side in alar part in the bottom of the clamping unit；Edge is provided on the convergence part
The first waist type groove that girder length direction extends is provided with the second waist type groove corresponding with the first waist type groove, institute on the web
The side protrusion for stating alar part is provided with blocking portion, and the abutting is in the bottom surface of blocking portion.
By using above-mentioned technical proposal, panel and web form wages structure, such as I-steel, to improve counter-bending energy
Power, and panel itself also form for first limit card convex evacuation elastic construction, clamping piece pass through respectively up and down abutting,
Not only it had realized to being further fixed between top plate and alar part, but also both closely to be pressed in girder, girder is prevented to be detached from the
One limit card convex.And also connect and clamp with the bolt between two clamping units between hook portion and blocking portion, clamping unit
Either independent two parts, are also possible to the connected two parts in top and are embedded in vertical first adapter assembly before filling girder.
The present invention is further arranged to: fixed plate, the top of the top plate and base are provided at the top of the clamping unit
The first stiffening plate is provided between portion, the fixed plate of adjacent clamping unit is set to the two sides of the first stiffening plate, is relatively fixed
It is tensed between plate and the first stiffening plate by wearing bolt.
By using above-mentioned technical proposal, the first stiffening plate improves the ability of anti-deformation of top plate in the vertical direction, and with
Fixed plate connection improves the stability connected between clamping piece and top plate, and while two clamping units are mutually tightened,
Reclinate trend can be presented in the part that clamping unit is located at top plate, to provide the precompression compressed to girder for top plate.
The present invention is further arranged to: it is vertical in girder that side protrusion that the base portion is located at installation cavity is provided with axis
Length direction and the pillar for being parallel to top, the gutter for web interlocking is provided on the pillar.
By using above-mentioned technical proposal, the end that gutter can limit girder generates shaking, and pillar on the one hand can
To overcome the spacing different problems between different size panel, the destruction to base structure is on the other hand also avoided, base is kept
The higher structural strength in portion
The present invention is further arranged to: the first limiting card convex closure includes orthogonal first guiding fin and the first limit convex
Rib, wherein the first guiding fin is located at the side of initial contact when the first limit fin is installed close to girder and installation cavity, and
What the first guiding fin and the first limit fin were intersected with respect to the protrusion height on the surface where the first limit card convex by the two
Position to respective end is gradually reduced.
By using above-mentioned technical proposal, during girder slides into along top board surface, the first guiding fin first with
The outer wall of girder contacts, and mutually generates elastic deformation on the surface, to form evacuation；And it is with the first guiding fin at this time
It is centrally formed smooth concave surface, before the first limit fin is abutted with the surface of girder, pre- shape is had been carried out in the surface of girder
Become, smoothly the first limit fin can be compared and carry out further deformation, until the first limit fin and the first limit card slot
When cooperation, deformation partial reset；During being detached from outward after cooperation due to girder, lack the pre- deformation of guiding, mutually
It is detached from relatively difficult；The Fast Installation of girder had not only been realized with this, but also adequately ensure that the connection between girder and installation cavity
Stability.
The present invention is further arranged to: it is described first guiding fin with first limit fin intersection one end top and
First limit fin top it is concordant, and first limit fin towards first be oriented to fin side be guide surface, the other side with
And first guiding fin two sides it is vertical in first limit card convex where surface.
By using above-mentioned technical proposal, so that the deformation of curved surface is more uniform, abrasion is smaller when being packed into, can be with
Preferably remain intact structure.
The present invention is further arranged to: the structural beams further include the auxiliary beam being connected between girder, the auxiliary beam of connection and girder
The second adapter assembly；Second adapter assembly includes being fixed on the connector of girder and being fixed on connector connecing far from girder
The end of bar, the auxiliary beam is socketed on extension bar.
By using above-mentioned technical proposal, on the one hand auxiliary beam avoids stress from concentrating as auxiliary load-bearing, on the other hand reinforces
Connection between girder, and since the position of auxiliary beam is limited by girder, it is by way of with the socket of the second adapter assembly
Installation can be quickly finished to fix.
The present invention is further arranged to: the extension bar is in hollow tubular, is provided with the second card convex on the outer wall of the extension bar,
The two sides along its length of second card convex are provided with the notch through wall surface, are provided on the inner wall of the auxiliary beam and the
Second card slot of two card convexs cooperation, second card convex include orthogonal second guiding fin and the second limit fin；Its
In the end of the second guiding fin be located at the middle part of notch area encompassed, and the second guiding fin is located at second and limits fin
Side far from connector；The second guiding fin and the second limit fin limit the protrusion on the surface where card convex with respect to second
Height is gradually reduced by position to the respective end of the two intersection.
By using above-mentioned technical proposal, twice notch is formed on the extension bar of tubulose has what coefficient of elasticity was told somebody what one's real intentions are relatively
Hookean region is forward oriented to inversely locked characteristic in conjunction with the second limit card convex, so that can be quick between extension bar and auxiliary beam
Completion docking, and dock after have reliable bonding strength.
The present invention is further arranged to: the connector includes Z-shape head and one end that head is fixed on by screw
Fishplate bar, the head is connected to the top and side of girder, and the fishplate bar is connected to the other side of girder, and the extension bar is fixed
In the Z-shaped middle section on head.
By using above-mentioned technical proposal, head and fishplate bar form inverted U-shaped structure, completion that can be stable and girder
Docking, separate structure can try out the girder in different size；Z-shaped external part can supplemented by beam improve it is good auxiliary
Help support.
The purpose of the present invention one is to provide a kind of frame-type beam column construction with the structural beams, further includes in I-shaped
Cylinder, the base portion includes two symmetrical fixed cells in the I-shaped groove of cylinder, and the fixed cell is convex
It is provided with the reinforcement part of multiple fixed columns and the adjacent fixed column of connection out, is provided through in the fixed column for being bolted
Fixation hole.
By using above-mentioned technical proposal, disperse stress with multiple fixed points, while attaching with two fixed cell clampings
Reinforce the structural strength for being fixed position, avoids generation brittleness from fractureing, improve the connective stability of cylinder and base portion, and by first
Adapter assembly reaches the connection with structural beams.
In conclusion the invention has the following advantages:
1, the affixed generated problem of stress concentration of girder is reduced by the switching of the first adapter assembly, improves the load energy of beam
Power and service life；And also effectively raise installation effectiveness height；
2, the rapid abutting joint between auxiliary beam and girder is realized by the second adapter assembly, disperse stress and reinforces the company between girder
It connects；
3, stress is dispersed with multiple fixed points by affixed unit, while is attached with two fixed cell clampings and reinforces being fixed position
The structural strength set avoids generation brittleness from fractureing, improves the connective stability of cylinder and base portion, and reached by the first adapter assembly
With the connection of structural beams.
Detailed description of the invention
Fig. 1 is the structure chart of the structural beams of embodiment 1；
Fig. 2 is the structure chart of the first adapter assembly of embodiment 1；
Fig. 3 is enlarged drawing of the Fig. 2 of embodiment 1 at A；
Fig. 4 is the structure chart of the clamping piece of embodiment 1；
Fig. 5 is the structure chart of the second adapter assembly of embodiment 1；
Fig. 6 is enlarged drawing of the Fig. 5 of embodiment 1 at B；
Fig. 7 is the structure chart of the frame-type beam column construction of embodiment 2；
Fig. 8 is the first adapter of embodiment 2 and the assembling assumption diagram of beam column.
In figure, 1, girder；2, the first adapter assembly；3, auxiliary beam；4, the second adapter assembly；5, cylinder；11, panel；12, abdomen
Plate；13, weight loss groove；14, the first limit card slot；15, the second waist type groove；21, base portion；211, fixed cell；212, fixed column；
213, reinforcement part；214, fixation hole；22, alar part；221, blocking portion；23, top plate；24, clamping piece；241, hook portion；242, it is connected
Portion；243, the first waist type groove；244, fixed plate；25, pillar；251, gutter；26, the first stiffening plate；27, installation cavity；28,
One limit card convex；281, the first guiding fin；282, the first limit fin；41, connector；411, head；412, fishplate bar；42, it connects
Bar；43, the second card convex；431, the second guiding fin；432, the second limit fin；44, notch.
Specific embodiment
Below in conjunction with attached drawing, invention is further described in detail.
Embodiment 1: a kind of structural beams, as shown in Figure 1, including girder 1, the first adapter assembly for connecting girder 1 and girder 1
2, the second adapter assembly 4 for being connected in the auxiliary beam 3 between girder 1, connecting auxiliary beam 3 and girder 1.
Referring to Fig. 2, girder 1 includes two pieces of panels 11 mutually parallel to each other and the web 12 between two panels 11, exhibition
It is surrounded between plate 11 and web 12 and forms weight loss groove 13, panel 11 and web 12 form I-shaped structure.The outer surface of panel 11
It is provided with the first limit card slot 14.The the second waist type groove 15 extended along 1 length direction of girder is provided on web 12.
First adapter assembly 2 includes base portion 21, the laterally protruding alar part 22 in base portion 21, the top for being parallel to 22 surface of alar part
Plate 23 and clamping piece 24, the side protrusion that base portion 21 is located at installation cavity 27 are provided with the vertical length direction in girder 1 of axis
And it is parallel to the pillar 25 at top, the gutter 251 rabbeted for web 12 is provided on pillar 25.The side projection of alar part 22 is big
Structure triangular in shape is caused, and side protrusion is provided with blocking portion 221.
Referring to Fig. 2 and Fig. 3, top plate 23 is fixed on base portion 21 and is fixed with the first stiffening plate 27 between base portion 21.Top plate
23, base portion 21, top plate 23 collectively constitute installation cavity 27.Protrude setting in the side that alar part 22 and top plate 23 are located in installation cavity 27
There is the first limit card convex 28 with the cooperation of the first limit card slot 14, the first limit card convex 28 includes that orthogonal first guiding is convex
Rib 281 and the first limit fin 282, wherein the first guiding fin 281 is located at the first limit fin 282 close to girder 1 and installation
The side of initial contact when chamber 27 is installed, and the first guiding fin 281 and the opposite first limit card convex of the first limit fin 282
Position to the respective end that the protrusion height on the surface where 28 is intersected by the two is gradually reduced.First guiding fin 281
It is concordant with the first limit top of fin 282 with the top of one end of the intersection of the first limit fin 282, and the first limit fin
282 towards first be oriented to fins 281 side be guide surface, the other side and first guiding fin 282 two sides it is vertical in
Surface where first limit card convex 28.When girder 1 is docked with installation cavity 27, the first guiding fin 281 provides deformation
Guiding is assembled with forming the structure for being easily packed into difficult separation with the completion of fast and stable.
Referring to Fig. 2 and Fig. 4, clamping piece 24 includes the clamping unit for being symmetrically distributed in the two sides of girder 1, clamping unit
The hook portion 241 of the vertical side in alar part 22 in bottom, hook portion 241 are pushed against in the bottom surface of blocking portion 221.The middle part of clamping unit
To weight loss groove 13 protrude and formed on the convergence part of weight loss groove 13 242, convergence part 242 be provided with it is right with the second waist type groove 15
The the first waist type groove 243 answered；When fixed, bolt passes through the first waist type groove 243 and the second waist type groove 15 tenses convergence part 242.
It is provided with fixed plate 244 at the top of clamping unit, the first stiffening plate 26 is provided between the top and base portion 21 of top plate 23, it is adjacent
Clamping unit fixed plate be set to the first stiffening plate 26 two sides, be relatively fixed between plate 244 and the first stiffening plate 26
It is tensed by wearing bolt.
Referring to Fig.1 and Fig. 5, the second adapter assembly 4 includes being fixed on the connector 41 of girder 1 and to be fixed on connector 41 separate
The extension bar 42 of girder 1, connector 41 include Z-shape head 411 and are fixed on the fishplate bar 412 of the one end on head 411 by screw,
Head 411 is connected to the top and side of girder 1, and fishplate bar 412 is connected to the other side of girder 1, and extension bar 42 is fixed on head 411
Z-shaped middle section.The end of auxiliary beam 3 is socketed on extension bar 42 and is connected to the Z-shaped bottom on head 411 with bottom.
Referring to figure 5 and figure 6, extension bar 42 is in hollow tubular, is provided with the second card convex 43, the second card convex on the outer wall of extension bar 42
43 two sides along its length are provided with the notch 44 through wall surface, are provided on the inner wall of auxiliary beam 3 and match with the second card convex 43
The second card slot closed, the second card convex 43 include orthogonal second guiding fin 431 and the second limit fin 432；Wherein
The end of two guiding fins 431 is located at the middle part of 44 area encompassed of notch, and the second guiding fin 431 is located at the second limit
Side of the fin 432 far from connector 41；Where second guiding fin 431 and the opposite second limit card convex of the second limit fin 432
Position to the respective end intersected by the two of protrusion height on surface be gradually reduced.
Referring to Figures 1 and 2, assembling mode:
Girder 1 is inserted into installation cavity 27, and makes the first limit card convex 28 and 14 position of the first limit card slot corresponding, and make abdomen
Plate 12 is embedded in gutter 251；Then clamping unit is packed into from two sides respectively, the hook portion 241 referred to and top push against blocking respectively
Bolt is each passed through the fixed plate at top and the convergence part 242 of centre, and two clamping units is drawn by portion 221 and top plate 23
Tightly.Other girders 1 are successively installed.
Auxiliary beam 3 is installed, and extension bar 42 is docked with auxiliary 3 grafting of beam, to complete to install the second adapter assembly 4 at auxiliary 3 both ends of beam；
The head 411 of connector 41 is pushed against to top and the medial surface of girder 1, access fishplate bar 412 pushes against the other side, successively installs other
Auxiliary beam 3.
Embodiment 2: a kind of frame-type beam column construction further includes as shown in Figure 7 and Figure 8 in I-shaped cylinder 5, base portion
21 include two symmetrical fixed cells 211 in the I-shaped grooves of cylinder 5, fixed cell 211 protrude above be provided with it is more
The reinforcement part 213 of a fixed column 212 and the adjacent fixed column 212 of connection is provided through for bolted in fixed column 212
Fixation hole 214.The upper end of cylinder 5 is abutted with base portion 21 after installation.
This specific embodiment is only explanation of the invention, is not limitation of the present invention, those skilled in the art
Member can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but as long as at this
All by the protection of Patent Law in the protection scope of invention.
Claims (10)
1. a kind of structural beams, it is characterized in that: including girder (1) and the first adapter assembly for connecting girder (1) and girder (1)
(2), first adapter assembly (2) includes base portion (21), the laterally protruding alar part (22) in base portion (21), is parallel to alar part
(22) top plate (23) and clamping piece (24) on surface, the top plate (23) be fixed on base portion (21) and with base portion (21), top plate
(23) it collectively constitutes installation cavity (27), setting is protruded in the side that the alar part (22) and top plate (23) are located in installation cavity (27)
There is the first limit card convex (28), the limit card convex is provided with guide frame with the part that girder (1) contacts first；The girder
(1) end is embedded in installation cavity (27) and is provided with the first limit card slot (14) rabbeted for the first limit card convex (28)；It is described
Clamping piece (24) is pushed against in the two sides of girder (1), encirclement and top and alar part (22) fixation for pushing against top plate (23).
2. a kind of structural beams according to claim 1, it is characterized in that: the girder (1) includes two pieces mutually parallel to each other
Panel (11) and the web (12) being set between two panels (11), surround between the panel (11) and web (12) and form loss of weight
Slot (13), first limit card slot (14) are set to panel (11)；The clamping piece (24) includes symmetrically being distributed in girder
(1) it protrudes and is formed embedded in weight loss groove (13) to weight loss groove (13) in the middle part of the clamping unit of two sides, the clamping unit
Convergence part (242), the hook portion (241) of the vertical side in alar part (22) in the bottom of the clamping unit；The convergence part
(242) it is provided with the first waist type groove (243) extended along girder (1) length direction on, is provided on the web (12) and the
The side protrusion of the corresponding second waist type groove (15) of one waist type groove (243), the alar part (22) is provided with blocking portion (221), institute
Abutting is stated in the bottom surface of blocking portion (221).
3. a kind of structural beams according to claim 1, it is characterized in that: being provided with fixed plate at the top of the clamping unit
(244), the first stiffening plate (26) are provided between the top and base portion (21) of the top plate (23), adjacent clamping unit is consolidated
Fixed board (244) is set to the two sides of the first stiffening plate (26), passes through between the plate that is relatively fixed (244) and the first stiffening plate (26)
Wear bolt tension.
4. a kind of structural beams according to claim 1, it is characterized in that: the base portion (21) is located at the side of installation cavity (27)
Protrusion is provided with the vertical length direction in girder (1) of axis and is parallel to the pillar (25) at top, sets on the pillar (25)
It is equipped with the gutter (251) for web (12) interlocking.
5. a kind of structural beams according to claim 1, it is characterized in that: first limit card convex (28) includes being mutually perpendicular to
First guiding fin (281) and first limit fin (282), wherein first guiding fin (281) be located at first limit fin
(282) side of initial contact when being installed close to girder (1) and installation cavity (27), and the first guiding fin (281) and first
The position that the protrusion height on surface where opposite first limit card convex (28) of limit fin (282) is intersected by the two is to respective
End be gradually reduced.
6. a kind of structural beams according to claim 5, it is characterized in that: first guiding fin (281) and the first limit
The top of one end of the intersection of fin (282) is concordant with the first limit top of fin (282), and the first limit fin (282)
Towards first guiding fin (281) side be guide surface, the other side and first guiding fin (281) two sides it is vertical in
Surface where first limit card convex (28).
7. a kind of structural beams according to claim 1, it is characterized in that: the structural beams further include being connected between girder (1)
Auxiliary beam (3), connection auxiliary beam (3) and girder (1) the second adapter assembly (4)；Second adapter assembly (4) includes being fixed on
The connector (41) of girder (1) and the extension bar (42) for being fixed on connector (41) separate girder (1), the end sleeve of the auxiliary beam (3)
It is connected to extension bar (42).
8. a kind of structural beams according to claim 7, it is characterized in that: the extension bar (42) is in hollow tubular, the extension bar
(42) be in hollow tubular, be provided with the second card convex (43) on the outer wall of the extension bar (42), second card convex (43) along length
The two sides in degree direction are provided with the notch (44) through wall surface, are provided with and the second card convex (43) on the inner wall of the auxiliary beam (3)
Second card slot of cooperation, second card convex (43) include orthogonal second guiding fin (431) and the second limit fin
(432)；Wherein the end of the second guiding fin (431) is located at the middle part of notch (44) area encompassed, and the second guiding is convex
Rib (431) is located at the second side of limit fin (432) far from connector (41)；Second guiding fin (431) and the second limit
Position to the respective end that the protrusion height on the surface where the opposite second limit card convex of position fin (432) is intersected by the two
It is gradually reduced.
9. a kind of structural beams according to claim 7, it is characterized in that: the connector (41) includes Z-shape head (411)
With the fishplate bar (412) of one end that head (411) is fixed on by screw, the head (411) be connected to girder (1) top and
Side, the fishplate bar (412) are connected to the other side of girder (1), the extension bar (42) be fixed on head (411) it is Z-shaped in
Between part.
10. a kind of frame-type beam column construction further includes in work it is characterized in that: including the structural beams of claim 1-9 any one
The cylinder (5) of font, the base portion (21) include two symmetrical fixed cells in the I-shaped groove of cylinder (5)
(211), the fixed cell (211) protrude above be provided with multiple fixed columns (212) and the adjacent fixed column (212) of connection plus
Strong portion (213) is provided through for bolted fixation hole (214) on the fixed column (212).
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| Application Number | Priority Date | Filing Date | Title |
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| CN201811606750.8A CN109736433B (en) | 2018-12-27 | 2018-12-27 | Structure beam and frame type beam column structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811606750.8A CN109736433B (en) | 2018-12-27 | 2018-12-27 | Structure beam and frame type beam column structure |
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| CN109736433B CN109736433B (en) | 2020-12-08 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111075109A (en) * | 2019-12-31 | 2020-04-28 | 浙江利思威门窗有限公司 | House beam fixing device and house beam |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20100075038A (en) * | 2008-12-24 | 2010-07-02 | 재단법인 포항산업과학연구원 | System for joining structural members of steel structure |
| CN102251586A (en) * | 2011-05-05 | 2011-11-23 | 杨东佐 | Beam hanger, building framework structure and installation method |
| CN102277903A (en) * | 2011-05-05 | 2011-12-14 | 杨东佐 | Beam and column connecting member |
| CN105839776A (en) * | 2016-05-19 | 2016-08-10 | 山东大学 | Buckling constraint type steel-beam-and-column end-plate connection joint and steel structure building |
| CN207092259U (en) * | 2017-08-15 | 2018-03-13 | 浙江科达新型建材有限公司 | A kind of beam column of steel structure connection component |
-
2018
- 2018-12-27 CN CN201811606750.8A patent/CN109736433B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20100075038A (en) * | 2008-12-24 | 2010-07-02 | 재단법인 포항산업과학연구원 | System for joining structural members of steel structure |
| CN102251586A (en) * | 2011-05-05 | 2011-11-23 | 杨东佐 | Beam hanger, building framework structure and installation method |
| CN102277903A (en) * | 2011-05-05 | 2011-12-14 | 杨东佐 | Beam and column connecting member |
| CN105839776A (en) * | 2016-05-19 | 2016-08-10 | 山东大学 | Buckling constraint type steel-beam-and-column end-plate connection joint and steel structure building |
| CN207092259U (en) * | 2017-08-15 | 2018-03-13 | 浙江科达新型建材有限公司 | A kind of beam column of steel structure connection component |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111075109A (en) * | 2019-12-31 | 2020-04-28 | 浙江利思威门窗有限公司 | House beam fixing device and house beam |
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| CN109736433B (en) | 2020-12-08 |
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