CN115538717B - TU buckle type assembly node and assembly method thereof - Google Patents
TU buckle type assembly node and assembly method thereof Download PDFInfo
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- CN115538717B CN115538717B CN202211314231.0A CN202211314231A CN115538717B CN 115538717 B CN115538717 B CN 115538717B CN 202211314231 A CN202211314231 A CN 202211314231A CN 115538717 B CN115538717 B CN 115538717B
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
- E04F11/02—Stairways; Layouts thereof
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
- E04F11/02—Stairways; Layouts thereof
- E04F11/022—Stairways; Layouts thereof characterised by the supporting structure
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
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Abstract
A TU buckle type assembly node and an assembly method thereof relate to the technical field of assembly type steel structure stairs. The invention aims to solve the problem that welding or punching is needed when connecting the frame beam and the ladder column of the prior assembled steel structure stair. The invention comprises two U-shaped connecting plates, two T-shaped connecting plates, four groups of adjusting angle steels, four groups of connecting bolts and four groups of fastening bolts, wherein the vertical ends of the two T-shaped connecting plates are vertically and oppositely arranged at two sides of a beam web in the middle of an I-beam, a group of adjusting angle steels are respectively arranged at the upper side and the lower side of the vertical end of each T-shaped connecting plate, each group of adjusting angle steels comprises two adjusting angle steels which are oppositely arranged, the open ends of the two U-shaped connecting plates are oppositely arranged and sleeved at the outer sides of beam flanges at the upper end and the lower end of the I-beam, the side walls of the U-shaped connecting plates are arranged at the outer sides of the horizontal ends of the T-shaped connecting plates, and the side walls of the U-shaped connecting plates are fixedly connected with the horizontal ends of the T-shaped connecting plates through a group of fastening bolts. The invention is used for building connection.
Description
Technical Field
The invention relates to the technical field of assembled steel structure stairways, in particular to a TU buckle type assembled node and an assembling method thereof.
Background
The assembled steel structure stairway is used as an important transportation tool in an assembled building, has the advantages of short construction period, high construction safety, low construction manpower requirement, light structure, modularization, easy disassembly and recycling, and the like, can reduce the construction waste, can promote the ecological environmental benefit of the construction engineering, and meets the strategic requirements of sustainable industry development. The problems of the mechanical property and the construction feasibility of the node of the assembled steel stair are particularly important, and the conventional assembled steel structure stair connecting node at home and abroad has the following defects:
1. most steel structure stairways are built in an on-site welding mode, welding quality is difficult to guarantee, technical requirements for welding workers are high, welding quality detection procedures are required to be added, construction speed is seriously affected, and welding residual stress and residual strain are uncontrollable.
2. Most of assembled steel structure stairways in China in the present stage rarely consider the connection mode between the frame beam and the ladder column.
3. At present, construction difficulties exist in practical application because construction errors are not considered when the novel assembled steel structure stair nodes are designed at home and abroad.
Disclosure of Invention
The invention aims to solve the problem that welding or punching is needed when connecting an existing assembled steel structure stair frame beam and a stair column, and further provides a TU buckle type assembled node and an assembling method thereof.
The technical scheme adopted for solving the technical problems is as follows:
the utility model provides a TU buckle type assembled node includes two U-shaped connecting plates, two T-shaped connecting plates, four sets of angle steel of adjusting, four sets of connecting bolts and four sets of fastening bolt, the vertical relative setting of vertical end of two T-shaped connecting plates is in the both sides of I-beam middle part web, the upper and lower both sides of every T-shaped connecting plate vertical end respectively are equipped with a set of angle steel of adjusting, every group angle steel of adjusting includes two regulation angle steel of relative setting, and two regulation angle steel set up respectively in the front and back both sides of the vertical end of T-shaped connecting plate, through a set of connecting bolt rigid coupling between every group angle steel of adjusting, the open end of two U-shaped connecting plates sets up relatively and the suit is in the outside of the upper and lower both ends roof beam edge of I-beam, the lateral wall setting of U-shaped connecting plate is in the outside of T-shaped connecting plate horizontal end, and pass through a set of fastening bolt rigid coupling between the lateral wall of U-shaped connecting plate and the horizontal end of T-shaped connecting plate.
Further, the T-shaped connecting plate comprises a T-shaped connecting plate web and T-shaped connecting plate flanges, the T-shaped connecting plate web is a vertical end, the T-shaped connecting plate flanges are horizontal ends, the T-shaped connecting plate web is vertically arranged between the upper end beam flanges and the lower end beam flanges, the T-shaped connecting plate flanges are arranged in parallel with the beam webs, and the outer ends of the T-shaped connecting plate web are vertically fixedly connected with the middle parts of the inner end faces of the T-shaped connecting plate flanges.
Further, the T-shaped connecting plate flange is arranged on the outer side between the upper end beam flange and the lower end beam flange.
Further, the adjusting angle steel is arranged at the inner side end of the web plate of the T-shaped connecting plate.
Further, the adjusting angle steel comprises an angle steel flange, an angle steel web plate and an angle steel sealing plate, wherein the angle steel flange, the angle steel web plate and the angle steel sealing plate are vertically fixedly connected in pairs, the angle steel flange is matched with the side wall of the beam web plate, the angle steel web plate is matched with the side wall of the T-shaped connecting plate web plate, and the angle steel sealing plate is matched with the inner side wall of the beam flange.
Further, a group of angle steel bolt holes are formed in the angle steel web, a group of connecting bolt holes are respectively formed in the upper side and the lower side of the inner side end of the T-shaped connecting plate web, the connecting bolt holes are in one-to-one correspondence with the angle steel bolt holes, the threaded section of each connecting bolt sequentially penetrates through the angle steel bolt hole on one side, the connecting bolt hole and the angle steel bolt hole on the other side from front to back, and a connecting nut is arranged at the tail end of the threaded section of each connecting bolt in a rotating mode.
Further, the U-shaped connecting plate comprises a U-shaped connecting plate web and two U-shaped connecting plate flanges, wherein the U-shaped connecting plate web is a middle horizontal end, the U-shaped connecting plate flanges are vertical side walls, the U-shaped connecting plate web is arranged at the outer ends of the beam flanges, and the U-shaped connecting plate flanges are arranged at the outer ends of the T-shaped connecting plate flanges.
Further, a group of flange bolt holes are formed in the flange of the U-shaped connecting plate, a group of fastening bolt holes are respectively formed in the upper side and the lower side of the flange of the T-shaped connecting plate, the fastening bolt holes are in one-to-one correspondence with the flange bolt holes, the threaded section of each fastening bolt sequentially penetrates through the flange bolt holes and the fastening bolt holes from front to back, and fastening nuts are screwed at the tail ends of the threaded sections of the fastening bolts.
Further, each set of the connecting bolts includes two connecting bolts, and each set of the fastening bolts includes two fastening bolts.
The assembling method of the TU buckle type assembled node comprises the following steps of:
step one, processing a plate: the U-shaped connecting plate, the T-shaped connecting plate and the adjusting angle steel are pre-processed according to the size of the I-beam, and flange bolt holes, connecting bolt holes, fastening bolt holes and angle steel bolt holes are processed;
fixedly connecting the U-shaped connecting plate with the connecting end of the connecting member;
step two, field installation: the method comprises the steps that firstly, T-shaped connecting plate webs of two T-shaped connecting plates are vertically and oppositely arranged on two sides of a beam web in the middle of an I-beam, then opening ends of the two U-shaped connecting plates are oppositely arranged and sleeved on the outer sides of beam flanges at the upper end and the lower end of the I-beam, the U-shaped connecting plate webs are matched with the outer sides of the beam flanges, the U-shaped connecting plate flanges are matched with the outer sides of the T-shaped connecting plate flanges, a threaded section of a fastening bolt sequentially penetrates through flange bolt holes and the fastening bolt holes from front to back, a fastening nut is screwed at the tail end of the threaded section of the fastening bolt to fix the U-shaped connecting plate, then adjusting angle steel is respectively arranged on the front side and the rear side of the T-shaped connecting plate webs, the angle steel flanges are matched with the side walls of the beam webs, the angle steel is matched with the side walls of the T-shaped connecting plate webs, the angle steel sealing plates sequentially penetrate through the angle steel bolt holes on one side, the connecting bolt holes and the angle steel bolt holes on the other side through the threaded section of the connecting bolt, and the connecting nut is screwed at the tail end of the threaded section of the connecting bolt.
Compared with the prior art, the invention has the following beneficial effects:
1. the on-site all-bolt connection mode solves the connection problem between the assembled steel structure stair frame beam and the stair column, does not need professional welding constructors, and accords with the development strategy of green construction, energy conservation, carbon reduction and emission reduction at the present stage.
2. Construction errors can be adjusted, and the construction errors are corrected by adjusting the angle steel to tightly press the flange and the web plate of the I-beam, so that the construction feasibility is ensured.
3. Simple structure, easy factory prefabrication. The standardized and industrialized production of the component can be realized by changing the node size to correspond to different I-beam sections.
4. The existing connecting nodes are required to be welded or connected by bolts, and welding seams or bolt holes are reserved on the I-steel, and the connecting nodes do not need to be perforated or welded on the I-steel when being connected, have no influence on the bearing capacity of the I-steel, are more suitable for temporary components, and are convenient to detach.
Drawings
FIG. 1 is a disassembled view of the overall structure of the present invention;
FIG. 2 is an assembly view of the overall structure of the present invention;
FIG. 3 is a schematic view of the structure of the present invention attached to a stile;
fig. 4 is a schematic structural view of the U-shaped connection plate 1 of the present invention;
fig. 5 is a schematic structural view of a T-shaped connecting plate 2 according to the present invention;
fig. 6 is a schematic structural view of the angle 3 according to the present invention.
Detailed Description
The first embodiment is as follows: referring to fig. 1 to 6, in this embodiment, the TU buckle assembled node includes two U-shaped connection plates 1, two T-shaped connection plates 2, four groups of adjustment angle steels 3, four groups of connection bolts 4 and four groups of fastening bolts 5, vertical ends of the two T-shaped connection plates 2 are vertically and oppositely disposed at two sides of a beam web 6-1 in the middle of the i-beam 6, a group of adjustment angle steels 3 are respectively disposed at upper and lower sides of a vertical end of each T-shaped connection plate 2, each group of adjustment angle steels 3 includes two oppositely disposed adjustment angle steels 3, and the two adjustment angle steels 3 are respectively disposed at front and rear sides of the vertical end of the T-shaped connection plate 2, each group of adjustment angle steels 3 are fixedly connected through a group of connection bolts 4, open ends of the two U-shaped connection plates 1 are oppositely disposed and sleeved at outer sides of beams 6-2 at upper and lower ends of the i-beam 6, side walls of the U-shaped connection plates 1 are disposed at outer sides of horizontal ends of the T-shaped connection plates 2, and the side walls of the U-shaped connection plates 1 are fixedly connected with the horizontal ends of the T-shaped connection plates 2 through a group of fastening bolts 5.
The TU buckle type assembly type node is used for connecting a ladder column, a ladder beam, a top railing and a steel frame beam, wherein the steel frame beam is an I-beam 6, the middle of the I-beam 6 is a beam web 6-1 which is vertically arranged, and the upper end and the lower end of the beam web 6-1 are respectively and vertically fixedly connected with beam flanges 6-2.
The second embodiment is as follows: referring to fig. 1 to 6, in this embodiment, the T-shaped connection plate 2 includes a T-shaped connection plate web 2-1 and a T-shaped connection plate flange 2-2, where the T-shaped connection plate web 2-1 is a vertical end, the T-shaped connection plate flange 2-2 is a horizontal end, the T-shaped connection plate web 2-1 is vertically disposed between the upper and lower end beam flanges 6-2, the T-shaped connection plate flange 2-2 is disposed parallel to the beam web 6-1, and an outer end of the T-shaped connection plate web 2-1 is vertically and fixedly connected with a middle portion of an inner end face of the T-shaped connection plate flange 2-2. The technical features not disclosed in this embodiment are the same as those of the first embodiment.
And a third specific embodiment: the present embodiment will be described with reference to fig. 1 to 6, in which the T-shaped web flanges 2-2 are provided on the outer sides between the upper and lower end beam flanges 6-2. The technical features not disclosed in this embodiment are the same as those of the second embodiment.
The specific embodiment IV is as follows: the present embodiment will be described with reference to fig. 1 to 6, in which the angle 3 is provided at the inner end of the web 2-1 of the T-shaped connecting plate. The technical features not disclosed in this embodiment are the same as those of the third embodiment.
Fifth embodiment: referring to fig. 1 to 6, in this embodiment, the adjusting angle 3 includes an angle flange 3-1, an angle web 3-2, and an angle sealing plate 3-3, where the angle flange 3-1, the angle web 3-2, and the angle sealing plate 3-3 are fixedly connected in a vertical manner, the angle flange 3-1 is matched with a side wall of the beam web 6-1, the angle web 3-2 is matched with a side wall of the T-shaped web 2-1, and the angle sealing plate 3-3 is matched with an inner side wall of the beam flange 6-2. The technical features not disclosed in this embodiment are the same as those of the fourth embodiment.
Specific embodiment six: referring to fig. 1 to 6, in this embodiment, a set of angle bolt holes 3-4 are formed in the angle steel web 3-2, a set of connecting bolt holes 2-3 are respectively formed in the upper side and the lower side of the inner side end of the t-shaped connecting plate web 2-1, the connecting bolt holes 2-3 are arranged in one-to-one correspondence with the angle bolt holes 3-4, a threaded section of each connecting bolt 4 sequentially passes through the angle bolt holes 3-4 on one side, the connecting bolt holes 2-3 and the angle bolt holes 3-4 on the other side from front to back, and a connecting nut 4-1 is screwed at the tail end of the threaded section of the connecting bolt 4. The technical features not disclosed in this embodiment are the same as those of the fifth embodiment.
Seventh embodiment: referring to fig. 1 to 6, the U-shaped connection board 1 according to this embodiment includes a U-shaped connection board web 1-1 and two U-shaped connection board flanges 1-2, the U-shaped connection board web 1-1 is a middle horizontal end, the U-shaped connection board flanges 1-2 are vertical side walls, the U-shaped connection board web 1-1 is disposed at an outer end of the beam flange 6-2, and the U-shaped connection board flanges 1-2 are disposed at an outer end of the T-shaped connection board flanges 2-2. The technical features not disclosed in this embodiment are the same as those of the sixth embodiment.
Eighth embodiment: referring to fig. 1 to 6, in this embodiment, a set of flange bolt holes 1-3 are provided on the flange 1-2 of the U-shaped connection plate, a set of fastening bolt holes 2-4 are provided on the upper and lower sides of the flange 2-2 of the t-shaped connection plate, the fastening bolt holes 2-4 are arranged in one-to-one correspondence with the flange bolt holes 1-3, the threaded section of each fastening bolt 5 sequentially passes through the flange bolt holes 1-3 and the fastening bolt holes 2-4 from first to second, and the fastening nuts 5-1 are screwed at the ends of the threaded sections of the fastening bolts 5. The technical features not disclosed in this embodiment are the same as those of the seventh embodiment.
Detailed description nine: the present embodiment is described with reference to fig. 1 to 6, in which each set of the connecting bolts 4 includes two connecting bolts 4, and each set of the fastening bolts 5 includes two fastening bolts 5. The technical features not disclosed in this embodiment are the same as those of the first, second, third, fourth, fifth, sixth, seventh or eighth embodiments.
Detailed description ten: referring to fig. 1 to 6, an assembling method of a TU buckle type assembled node according to the present embodiment includes the following steps:
step one, processing a plate: the U-shaped connecting plate 1, the T-shaped connecting plate 2 and the adjusting angle steel 3 are pre-processed according to the size of the I-beam 6, and flange bolt holes 1-3, connecting bolt holes 2-3, fastening bolt holes 2-4 and angle steel bolt holes 3-4 are processed;
fixedly connecting the U-shaped connecting plate 1 with the connecting end of the connecting member;
step two, field installation: the method comprises the steps of firstly, vertically and oppositely arranging T-shaped connecting plate webs 2-1 of two T-shaped connecting plates 2 on two sides of a beam web 6-1 in the middle of an I-beam 6, then oppositely arranging and sleeving open ends of the two U-shaped connecting plates 1 on the outer sides of beam flanges 6-2 at the upper end and the lower end of the I-beam 6, matching the U-shaped connecting plate webs 1-1 with the outer sides of the beam flanges 6-2, matching the U-shaped connecting plate flanges 1-2 with the outer sides of the T-shaped connecting plate flanges 2-2, sequentially penetrating flange bolt holes 1-3 and fastening bolt holes 2-4 from front to back through threaded sections of fastening bolts 5, screwing fastening nuts 5-1 at the tail ends of threaded sections of the fastening bolts 5, realizing the fixation of the U-shaped connecting plates 1, then respectively installing adjusting angle steels 3 on the front side and the rear sides of the T-shaped connecting plate webs 2-1, matching the angle steels 3-1 with the side walls of the beam webs 6-1, matching the angle steels 3-2 with the side walls of the T-shaped connecting plate webs 2-1, matching the angle steels 3-3 with the inner sides of the beam flanges 6-2, sequentially penetrating the threaded sections of the fastening bolts 4 from front side to back to the threaded sections of the fastening bolts 3 and sequentially penetrating through the threaded sections of the fastening bolts 4 to the fastening bolts 4, screwing the tail ends of the fastening nuts 5 to the fastening nuts on the tail ends of the T-connecting plates to the T-shaped connecting plates.
In the first step, butt welding seams are adopted to fixedly connect the U-shaped connecting plate 1 and the connecting ends of the connecting members;
in addition, the fabricated node can also be produced by casting or 3D printing.
The above description is only of the preferred embodiments of the present invention and is not intended to limit the present invention, but various modifications and variations can be made to the present invention by those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (10)
1. TU buckle formula assembled node, its characterized in that: the novel T-shaped connecting plate comprises two U-shaped connecting plates (1), two T-shaped connecting plates (2), four groups of adjusting angle steels (3), four groups of connecting bolts (4) and four groups of fastening bolts (5), wherein vertical ends of the two T-shaped connecting plates (2) are vertically and oppositely arranged on two sides of a beam web (6-1) at the middle part of the I-beam (6), a group of adjusting angle steels (3) are respectively arranged on the upper side and the lower side of the vertical end of each T-shaped connecting plate (2), each group of adjusting angle steels (3) comprises two oppositely arranged adjusting angle steels (3), the two adjusting angle steels (3) are respectively arranged on the front side and the rear side of the vertical end of the T-shaped connecting plate (2), each group of adjusting angle steels (3) are fixedly connected through one group of connecting bolts (4), the open ends of the two U-shaped connecting plates (1) are oppositely arranged and sleeved on the outer sides of beam flanges (6-2) at the upper end and the lower end of the I-beam (6), the side wall of each U-shaped connecting plate (1) is arranged on the outer side of the horizontal end of the T-shaped connecting plate (2), and the side wall of each U-shaped connecting plate (1) is fixedly connected with the horizontal end of the T-shaped connecting plate (2) through one group of fastening bolts (5).
2. The TU-snap-fit type fabricated node of claim 1, wherein: t shape connecting plate (2) include T shape connecting plate web (2-1) and T shape connecting plate edge of a wing (2-2), and T shape connecting plate web (2-1) is vertical end, and T shape connecting plate edge of a wing (2-2) is horizontal end, and T shape connecting plate web (2-1) is vertical to be set up between upper and lower both ends roof beam edge of a wing (6-2), and T shape connecting plate edge of a wing (2-2) and roof beam web (6-1) parallel arrangement, the outside end of T shape connecting plate web (2-1) and the perpendicular rigid coupling in middle part of T shape connecting plate edge of a wing (2-2) medial surface.
3. The TU-snap-fit type fabricated node of claim 2, wherein: the T-shaped connecting plate flanges (2-2) are arranged on the outer sides between the upper end beam flanges (6-2) and the lower end beam flanges.
4. A TU-snap-fit type node as claimed in claim 3, wherein: the adjusting angle steel (3) is arranged at the inner side end of the web plate (2-1) of the T-shaped connecting plate.
5. The TU-snap-fit type fabricated node of claim 4, wherein: the angle steel (3) comprises angle steel flanges (3-1), angle steel webs (3-2) and angle steel sealing plates (3-3), wherein the angle steel flanges (3-1), the angle steel webs (3-2) and the angle steel sealing plates (3-3) are vertically fixedly connected in pairs, the angle steel flanges (3-1) are matched with the side walls of the beam webs (6-1), the angle steel webs (3-2) are matched with the side walls of the T-shaped connecting plate webs (2-1), and the angle steel sealing plates (3-3) are matched with the inner side walls of the beam flanges (6-2).
6. The TU-snap-fit type fabricated node of claim 5, wherein: a group of angle steel bolt holes (3-4) are formed in the angle steel web plate (3-2), a group of connecting bolt holes (2-3) are respectively formed in the upper side and the lower side of the inner side end of the T-shaped connecting plate web plate (2-1), the connecting bolt holes (2-3) are arranged in one-to-one correspondence with the angle steel bolt holes (3-4), the threaded section of each connecting bolt (4) sequentially penetrates through one side of the angle steel bolt hole (3-4), the connecting bolt hole (2-3) and the other side of the angle steel bolt hole (3-4) from front to back, and a connecting nut (4-1) is screwed at the tail end of the threaded section of each connecting bolt (4).
7. The TU-snap-fit type fabricated node of claim 6, wherein: the U-shaped connecting plate (1) comprises a U-shaped connecting plate web plate (1-1) and two U-shaped connecting plate flanges (1-2), wherein the U-shaped connecting plate web plate (1-1) is a middle horizontal end, the U-shaped connecting plate flanges (1-2) are vertical side walls, the U-shaped connecting plate web plate (1-1) is arranged at the outer side ends of the beam flanges (6-2), and the U-shaped connecting plate flanges (1-2) are arranged at the outer side ends of the T-shaped connecting plate flanges (2-2).
8. The TU-snap-fit type fabricated node of claim 7, wherein: a group of flange bolt holes (1-3) are formed in the flange (1-2) of the U-shaped connecting plate, a group of fastening bolt holes (2-4) are respectively formed in the upper side and the lower side of the flange (2-2) of the T-shaped connecting plate, the fastening bolt holes (2-4) are arranged in one-to-one correspondence with the flange bolt holes (1-3), a threaded section of each fastening bolt (5) sequentially penetrates through the flange bolt holes (1-3) and the fastening bolt holes (2-4) from front to back, and fastening nuts (5-1) are screwed at the tail ends of the threaded sections of the fastening bolts (5).
9. The TU-snap-fit node of claims 1, 2, 3, 4, 5, 6, 7, or 8, wherein: each set of connecting bolts (4) comprises two connecting bolts (4), and each set of fastening bolts (5) comprises two fastening bolts (5).
10. The assembling method of the TU buckle type assembled node is characterized by comprising the following steps of: the method comprises the following steps:
step one, processing a plate: the U-shaped connecting plate (1), the T-shaped connecting plate (2) and the adjusting angle steel (3) are pre-machined according to the size of the I-beam (6), and flange bolt holes (1-3), connecting bolt holes (2-3), fastening bolt holes (2-4) and angle steel bolt holes (3-4) are machined;
fixedly connecting the U-shaped connecting plate (1) with the connecting end of the connecting member;
step two, field installation: firstly, vertically and oppositely arranging T-shaped connecting plate webs (2-1) of two T-shaped connecting plates (2) at two sides of a middle beam web (6-1) of an I-beam (6), then oppositely arranging and sleeving open ends of the two U-shaped connecting plates (1) at the outer sides of beam flanges (6-2) at the upper end and the lower end of the I-beam (6), respectively installing adjusting angle steels (3) at the front side and the rear side of the T-shaped connecting plates (2-1), matching the angle steels (3-1) with the outer sides of the beam flanges (6-2), matching the U-shaped connecting plate flanges (1-2) with the outer sides of the T-shaped connecting plates (2-2), sequentially penetrating flange bolt holes (1-3) and fastening bolt holes (2-4) from front to back through screw thread sections of fastening bolts (5), realizing the fixation of the U-shaped connecting plates (1), respectively installing adjusting angle steels (3) at the front side and the rear sides of the T-shaped connecting plates (2-1), matching the angle steels (3-1) with the side walls of the beam flanges (6-1), matching the angle steels (3-2) with the side walls (3-1) of the T-shaped connecting plates (2-1), and the threaded section of the connecting bolt (4) sequentially passes through the angle steel bolt hole (3-4) on one side, the connecting bolt hole (2-3) and the angle steel bolt hole (3-4) on the other side from beginning to end, and the connecting nut (4-1) is screwed at the tail end of the threaded section of the connecting bolt (4), so that the web plate (2-1) of the T-shaped connecting plate is fixed.
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Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1163687A (en) * | 1968-05-08 | 1969-09-10 | Joseph Edward Dorris | Clamp for Attachent to I-Beams, Angles and Other Structural Shapes. |
| JP2001262695A (en) * | 2000-03-17 | 2001-09-26 | Sawata Kenzaisha:Kk | Beam connecting device |
| CN205348417U (en) * | 2016-02-02 | 2016-06-29 | 北京怡居建筑科技有限公司 | Lightweight steel construction house building element |
| CN108678185A (en) * | 2018-06-04 | 2018-10-19 | 东北林业大学 | A kind of complete prefabricated detachable assembling type beam-column connection |
| CN209670066U (en) * | 2018-12-19 | 2019-11-22 | 西安理工大学 | A kind of laterally attached angle-steel reinforced assembled beam-column node |
| CN113718950A (en) * | 2021-07-30 | 2021-11-30 | 华北水利水电大学 | Novel rapid Assembly formula beam column nodal connection structure |
| CN216305138U (en) * | 2021-09-29 | 2022-04-15 | 唐山金世隆机械制造有限公司 | Punching-free steel structure |
| CN115030309A (en) * | 2022-06-21 | 2022-09-09 | 中国矿业大学 | Take cantilever beam section concrete beam column assembled node |
-
2022
- 2022-10-25 CN CN202211314231.0A patent/CN115538717B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1163687A (en) * | 1968-05-08 | 1969-09-10 | Joseph Edward Dorris | Clamp for Attachent to I-Beams, Angles and Other Structural Shapes. |
| JP2001262695A (en) * | 2000-03-17 | 2001-09-26 | Sawata Kenzaisha:Kk | Beam connecting device |
| CN205348417U (en) * | 2016-02-02 | 2016-06-29 | 北京怡居建筑科技有限公司 | Lightweight steel construction house building element |
| CN108678185A (en) * | 2018-06-04 | 2018-10-19 | 东北林业大学 | A kind of complete prefabricated detachable assembling type beam-column connection |
| CN209670066U (en) * | 2018-12-19 | 2019-11-22 | 西安理工大学 | A kind of laterally attached angle-steel reinforced assembled beam-column node |
| CN113718950A (en) * | 2021-07-30 | 2021-11-30 | 华北水利水电大学 | Novel rapid Assembly formula beam column nodal connection structure |
| CN216305138U (en) * | 2021-09-29 | 2022-04-15 | 唐山金世隆机械制造有限公司 | Punching-free steel structure |
| CN115030309A (en) * | 2022-06-21 | 2022-09-09 | 中国矿业大学 | Take cantilever beam section concrete beam column assembled node |
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| CN115538717A (en) | 2022-12-30 |
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