CN215670149U - Assembled high-rise steel structure house beam column connection strenghthened type node - Google Patents
Assembled high-rise steel structure house beam column connection strenghthened type node Download PDFInfo
- Publication number
- CN215670149U CN215670149U CN202122071413.7U CN202122071413U CN215670149U CN 215670149 U CN215670149 U CN 215670149U CN 202122071413 U CN202122071413 U CN 202122071413U CN 215670149 U CN215670149 U CN 215670149U
- Authority
- CN
- China
- Prior art keywords
- beam column
- mounting
- transverse steel
- type node
- transverse
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn - After Issue
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 65
- 239000010959 steel Substances 0.000 title claims abstract description 65
- 238000009434 installation Methods 0.000 claims abstract description 31
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 26
- 239000003822 epoxy resin Substances 0.000 claims description 13
- 229920000647 polyepoxide Polymers 0.000 claims description 13
- 239000003973 paint Substances 0.000 claims description 10
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 7
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 7
- 241001330002 Bambuseae Species 0.000 claims description 7
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 7
- 239000011425 bamboo Substances 0.000 claims description 7
- 238000005728 strengthening Methods 0.000 claims description 6
- 238000010276 construction Methods 0.000 claims 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 3
- 239000004593 Epoxy Substances 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000004078 waterproofing Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses an assembled high-rise steel structure house beam column connection reinforced node which comprises an upper beam column, an installation cylinder and a reserved hole, wherein a lower beam column is arranged at the bottom end of the upper beam column, transverse steel beams are arranged on two sides of the upper beam column, a reinforcing structure is fixed inside each transverse steel beam, installation structures are installed at the top end and the bottom end of each transverse steel beam and comprise fixing pieces, fastening bolts and installation holes, the fixing pieces are arranged at the top end and the bottom end of each transverse steel beam, and two sides of each transverse bolt extend to the outside of the lower beam column. According to the utility model, the mounting structure is arranged, the upper beam column and the lower beam column are sequentially taken during mounting, the upper beam column and the lower beam column are sleeved outside the mounting cylinder, the fixing parts are sequentially mounted on two sides of the upper beam column and the lower beam column through the transverse bolts, then the transverse steel beam is inserted in the middle position of the adjacent fixing parts, and the transverse steel beam and the fixing parts are fixed through the fastening bolts, so that the fastening performance of the mounting interface is improved.
Description
Technical Field
The utility model relates to the technical field of assembly type buildings, in particular to a beam-column connection reinforced type node of an assembly type high-rise steel structure house.
Background
Along with the rapid development of national economy and the continuous improvement of social level, the building and repair industry in China is developed rapidly, wherein the assembly type building is widely applied, the assembly time of the assembly type building is short, the cost is low, the anti-seismic effect is good, so that the assembly type building is widely applied, and the beam-column connection reinforced node can be used when the steel structure frame is connected;
but present house beam column connection strenghthened type node is not convenient for assemble the beam column fast when using, and the fastening is relatively poor, and the equipment time is long, leads to work efficiency low, has the improvement space.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
The utility model aims to provide a beam column connection reinforced node of an assembled high-rise steel structure house, which is used for solving the defects of low working efficiency caused by inconvenience in rapidly assembling beam columns, poor fastening performance and long assembling time in the prior art.
(II) contents of utility model
In order to solve the technical problems, the utility model provides the following technical scheme: a beam column connection reinforced node of an assembled high-rise steel structure house comprises an upper beam column, an installation cylinder and a reserved hole, wherein a lower beam column is arranged at the bottom end of the upper beam column, transverse steel beams are arranged on two sides of the upper beam column, a reinforcing structure is fixed inside each transverse steel beam, installation structures are installed at the top end and the bottom end of each transverse steel beam and comprise fixing pieces, fastening bolts and installation holes, the fixing pieces are arranged at the top end and the bottom end of each transverse steel beam, the installation holes are formed in the fixing pieces, the fastening bolts are installed in the installation holes, and the installation cylinder is arranged inside each upper beam column;
an epoxy resin layer is coated on the outer portion of the installation cylinder, antirust paint is coated on the outer portion of the epoxy resin layer, and two sides of the inner portion of the installation cylinder are provided with reserved holes;
and a transverse bolt is arranged in the preformed hole, and two sides of the transverse bolt extend to the outer part of the lower beam column.
Preferably, additional strengthening includes connection piece, support bar, enhancement piece and enhancement strip, the enhancement piece is fixed in the inside top and the bottom of horizontal girder steel, the both ends of enhancement piece are fixed with the enhancement strip, and the top and the bottom of just strengthening the strip all are fixed with the connection piece.
Preferably, the one end of connection piece and the inside wall fixed connection of horizontal girder steel, the inside one side of horizontal girder steel is provided with the support bar, and the top and the bottom and the connection piece fixed connection of support bar.
Preferably, the reinforcing strips are arranged in a plurality of inclined positions in the transverse steel beam.
Preferably, the outer diameter of the fastening bolt is smaller than the inner diameter of the mounting hole, and the fastening bolt and the mounting hole are in a threaded structure.
Preferably, the number of the fixing pieces is four, and the fixing pieces are arranged in a T shape.
Preferably, the cross section of the epoxy resin layer is larger than that of the installation barrel, and the cross section of the antirust paint is larger than that of the epoxy resin layer.
(III) advantageous effects
The utility model provides a beam-column connection reinforced node of an assembled high-rise steel structure house, which has the advantages that: by arranging the mounting structure, the upper beam column and the lower beam column are sequentially taken during mounting, the upper beam column and the lower beam column are sleeved outside the mounting cylinder, the fixing pieces are sequentially mounted on two sides of the upper beam column and the lower beam column through the transverse bolts, then the transverse steel beam is inserted in the middle position of the adjacent fixing pieces, and the transverse steel beam and the fixing pieces are fixed through the fastening bolts, so that the fastening performance of the mounting interface is improved;
the reinforcing structure can prolong the service life of the transverse steel beam, the reinforcing strip and the supporting strip can reinforce the interior of the transverse steel beam, and the reinforcing strip can support the interior of the transverse steel beam, so that the stress degree of the transverse steel beam can be dispersed;
through being provided with the anti-rust paint, the anti-rust paint can play dampproofing and waterproofing's function, and then prevents that an installation section of thick bamboo from appearing the corrosion because of weing, and can improve the anticorrosive ability of an installation section of thick bamboo through epoxy layer, and then has increaseed the holistic life of an installation section of thick bamboo.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly introduced below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
FIG. 1 is a schematic front sectional view of the present invention;
FIG. 2 is a schematic front view of the present invention;
FIG. 3 is a schematic perspective view of the fixing member of the present invention;
FIG. 4 is a schematic perspective view of the mounting barrel of the present invention;
fig. 5 is a schematic top sectional view of the mounting barrel of the present invention.
The reference numerals in the figures illustrate:
1. an upper beam column; 2. mounting the cylinder; 3. a transverse steel beam; 4. a reinforcing structure; 401. connecting sheets; 402. a supporting strip; 403. a reinforcing sheet; 404. a reinforcing strip; 5. a mounting structure; 501. a fixing member; 502. fastening a bolt; 503. mounting holes; 6. a transverse bolt; 7. a lower beam column; 8. antirust paint; 9. reserving a hole; 10. and an epoxy resin layer.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without any inventive step, are within the scope of the present invention.
In the description of the present invention, it should be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Referring to fig. 1-5, an embodiment of the present invention is shown: a beam-column connection reinforced node of an assembled high-rise steel structure house comprises an upper beam column 1, an installation cylinder 2 and a reserved hole 9, wherein a lower beam column 7 is arranged at the bottom end of the upper beam column 1, transverse steel beams 3 are arranged on two sides of the upper beam column 1, a reinforced structure 4 is fixed inside the transverse steel beams 3, installation structures 5 are installed at the top end and the bottom end of each transverse steel beam 3, and the installation cylinder 2 is arranged inside the upper beam column 1;
both sides of the inside of the mounting cylinder 2 are provided with preformed holes 9;
a transverse bolt 6 is arranged in the preformed hole 9, and two sides of the transverse bolt 6 extend to the outside of the lower beam column 7;
the mounting structure 5 comprises fixing pieces 501, fastening bolts 502 and mounting holes 503, the fixing pieces 501 are arranged at the top end and the bottom end of the transverse steel beam 3, the mounting holes 503 are formed in the fixing pieces 501, the fastening bolts 502 are mounted in the mounting holes 503, the outer diameter of each fastening bolt 502 is smaller than the inner diameter of each mounting hole 503, the fastening bolts 502 and the mounting holes 503 are of threaded structures, the number of the fixing pieces 501 is four, and the fixing pieces 501 are arranged in a T shape;
specifically, as shown in fig. 1, 2 and 3, when the structure is used, firstly, during installation, the upper beam column 1 and the lower beam column 7 are taken in sequence, the upper beam column 1 and the lower beam column 7 are sleeved outside the installation cylinder 2, the fixing pieces 501 are sequentially installed on two sides of the upper beam column 1 and the lower beam column 7 through the transverse bolts 6, then the transverse steel beam 3 is inserted in the middle position of the adjacent fixing pieces 501, and the transverse steel beam 3 and the fixing pieces 501 are fixed through the fastening bolts 502, so that the fastening performance of the installation interface is improved;
the reinforcing structure 4 comprises a connecting sheet 401, a supporting strip 402, a reinforcing sheet 403 and reinforcing strips 404, the reinforcing sheet 403 is fixed at the top end and the bottom end of the interior of the transverse steel beam 3, the reinforcing strips 404 are fixed at the two ends of the reinforcing sheet 403, the connecting sheet 401 is fixed at the top end and the bottom end of the reinforcing strip 404, one end of the connecting sheet 401 is fixedly connected with the inner side wall of the transverse steel beam 3, the supporting strip 402 is arranged at one side of the interior of the transverse steel beam 3, the top end and the bottom end of the supporting strip 402 are fixedly connected with the connecting sheet 401, the reinforcing strips 404 are provided with a plurality of reinforcing strips 404, and the plurality of reinforcing strips 404 are obliquely arranged in the interior of the transverse steel beam 3;
specifically, as shown in fig. 1, when the structure is used, firstly, the reinforcing bars 404 and the supporting bars 402 can reinforce the inside of the transverse steel beam 3, and the reinforcing bars 404 can support the inside of the transverse steel beam 3, so that the stress degree of the transverse steel beam 3 can be dispersed;
the outer part of the installation cylinder 2 is coated with an epoxy resin layer 10, the outer part of the epoxy resin layer 10 is coated with antirust paint 8, the cross section of the epoxy resin layer 10 is larger than that of the installation cylinder 2, and the cross section of the antirust paint 8 is larger than that of the epoxy resin layer 10;
specifically, as shown in fig. 4 and 5, when using this structure, at first, anti-rust paint 8 can play dampproofing and waterproofing's function, and then prevents installation section of thick bamboo 2 because of the corrosion that appears that wets, and can improve the anticorrosive performance of installation section of thick bamboo 2 through epoxy layer 10, and then has increaseed the holistic life of installation section of thick bamboo 2.
The working principle is as follows: when the mounting device is used, firstly, the upper beam column 1 and the lower beam column 7 are taken in sequence during mounting, the upper beam column 1 and the lower beam column 7 are sleeved outside the mounting cylinder 2, and the fixing pieces 501 are sequentially mounted on two sides of the upper beam column 1 and the lower beam column 7 through the transverse bolts 6;
secondly, after the installation is finished, the transverse steel beam 3 is inserted in the middle position of the adjacent fixing piece 501, the fastening bolts 502 are sequentially installed inside the installation holes 503, the fastening bolts 502 are screwed down to fix the fixing pieces 501 and the transverse steel beam 3, at the moment, the upper beam column 1 and the lower beam column 7 are fixed through the installation cylinder 2, and meanwhile, the transverse steel beam 3 is fixed on two sides of the connecting port;
finally, can carry out a reinforcing effect to the inside of crossbeam steel roof beam 3 through strengthening strip 404 and support bar 402, and can support the inside of crossbeam steel roof beam 3 through strengthening strip 404, and then can disperse the atress degree of crossbeam steel roof beam 3, finally accomplish this assembled high-rise steel structure house beam column connection strenghthened type node's use work.
In the description of the present invention, it should be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
The above-described embodiments of the apparatus are merely illustrative, and the units described as separate parts may or may not be physically separate, and the parts displayed as units may or may not be physical units, may be located in one place, or may be distributed on a plurality of network units. Some or all of the modules may be selected according to actual needs to achieve the purpose of the solution of the present embodiment. One of ordinary skill in the art can understand and implement it without inventive effort.
Finally, it should be noted that: the above examples are only intended to illustrate the technical solution of the present invention, but not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; and such modifications or substitutions do not depart from the spirit and scope of the corresponding technical solutions of the embodiments of the present invention.
Claims (7)
1. The utility model provides a strenghthened type node is connected to assembled high-rise steel construction house beam column, includes beam column (1), installation section of thick bamboo (2) and preformed hole (9), its characterized in that: the bottom end of the upper beam column (1) is provided with a lower beam column (7), two sides of the upper beam column (1) are provided with transverse steel beams (3), reinforcing structures (4) are fixed inside the transverse steel beams (3), mounting structures (5) are mounted at the top end and the bottom end of each transverse steel beam (3), each mounting structure (5) comprises a fixing piece (501), a fastening bolt (502) and a mounting hole (503), the fixing pieces (501) are arranged at the top end and the bottom end of each transverse steel beam (3), the mounting holes (503) are formed in the fixing pieces (501), the fastening bolts (502) are mounted in the mounting holes (503), and the mounting barrel (2) is arranged inside the upper beam column (1);
an epoxy resin layer (10) is coated on the outer portion of the mounting cylinder (2), antirust paint (8) is coated on the outer portion of the epoxy resin layer (10), and preformed holes (9) are formed in two sides of the inner portion of the mounting cylinder (2);
the inside mounting of preformed hole (9) has horizontal bolt (6), the both sides of horizontal bolt (6) extend to the outside of underbeam post (7).
2. The assembled high-rise steel structure residential beam column connection reinforced type node as claimed in claim 1, wherein: reinforcing structure (4) are including connection piece (401), support bar (402), enhancement piece (403) and strengthen strip (404), strengthen the top and the bottom that piece (403) are fixed in horizontal girder steel (3) inside, the both ends of strengthening piece (403) are fixed with and strengthen strip (404), and the top and the bottom of strengthening strip (404) all are fixed with connection piece (401).
3. The assembled high-rise steel structure residential beam column connection reinforced type node as claimed in claim 2, wherein: the one end of connection piece (401) and the inside wall fixed connection of horizontal girder steel (3), one side of horizontal girder steel (3) inside is provided with support bar (402), and the top and the bottom and connection piece (401) fixed connection of support bar (402).
4. The assembled high-rise steel structure residential beam column connection reinforced type node as claimed in claim 2, wherein: the reinforcing strips (404) are arranged in a plurality of numbers, and the reinforcing strips (404) are obliquely arranged in the transverse steel beam (3).
5. The assembled high-rise steel structure residential beam column connection reinforced type node as claimed in claim 1, wherein: the outer diameter of the fastening bolt (502) is smaller than the inner diameter of the mounting hole (503), and the fastening bolt (502) and the mounting hole (503) are of threaded structures.
6. The assembled high-rise steel structure residential beam column connection reinforced type node as claimed in claim 1, wherein: the number of the fixing pieces (501) is four, and the fixing pieces (501) are arranged in a T shape.
7. The assembled high-rise steel structure residential beam column connection reinforced type node as claimed in claim 1, wherein: the cross section of the epoxy resin layer (10) is larger than that of the installation barrel (2), and the cross section of the antirust paint (8) is larger than that of the epoxy resin layer (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122071413.7U CN215670149U (en) | 2021-08-31 | 2021-08-31 | Assembled high-rise steel structure house beam column connection strenghthened type node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122071413.7U CN215670149U (en) | 2021-08-31 | 2021-08-31 | Assembled high-rise steel structure house beam column connection strenghthened type node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215670149U true CN215670149U (en) | 2022-01-28 |
Family
ID=79957539
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122071413.7U Withdrawn - After Issue CN215670149U (en) | 2021-08-31 | 2021-08-31 | Assembled high-rise steel structure house beam column connection strenghthened type node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215670149U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115045394A (en) * | 2022-07-29 | 2022-09-13 | 重庆三峡学院 | Self-resetting reinforced concrete column-steel beam mixed node |
-
2021
- 2021-08-31 CN CN202122071413.7U patent/CN215670149U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115045394A (en) * | 2022-07-29 | 2022-09-13 | 重庆三峡学院 | Self-resetting reinforced concrete column-steel beam mixed node |
| CN115045394B (en) * | 2022-07-29 | 2023-08-22 | 重庆三峡学院 | Self-resetting reinforced concrete column-steel beam mixed node |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| WO2021142958A1 (en) | Premade building unit, connect-type building, connect-type building with roof, and construction method | |
| CN215670149U (en) | Assembled high-rise steel structure house beam column connection strenghthened type node | |
| CN220014207U (en) | Assembled steel frame concrete composite beam | |
| CN218060737U (en) | Prefabricated light steel construction house | |
| CN205399746U (en) | Steel construction shear force wall | |
| CN214194960U (en) | Assembled building steel structure construction equipment | |
| CN210976166U (en) | Assembled externally-hung wallboard connecting node structure | |
| CN209976102U (en) | Assembled steel bar truss factory building | |
| CN208168095U (en) | A kind of aluminium alloy house roof ridge connecting joint | |
| CN111490504A (en) | Easy dismouting light power supply bus duct | |
| CN214220083U (en) | Prefabricated shear wall of assembled | |
| CN217600138U (en) | Elevator standard knot subassembly that structural strength is big | |
| CN216949016U (en) | Building roof steel structure | |
| CN215520100U (en) | Assembled of steel and concrete integrated configuration installs elevator additional | |
| CN220521746U (en) | Fireproof and corrosion-resistant beam | |
| CN110593407A (en) | I-shaped aluminum connection structure of aluminum alloy room | |
| CN216155258U (en) | Pin-connected panel elevator frame | |
| CN216277053U (en) | Reinforcement shaped steel structure beam column for assembly type structure | |
| CN219100344U (en) | Box house roof steel bent connection structure and sloping roof box house | |
| CN214833915U (en) | Steel structure crossbeam | |
| CN219241435U (en) | Light steel spouts builds formula composite wall body strengthening mechanism | |
| CN217974792U (en) | Energy-saving anti-seismic light steel structure | |
| CN221030278U (en) | Portable temporary support frame foundation device | |
| CN216517041U (en) | Steel bar shed | |
| CN221663890U (en) | Space steel truss web conversion structure based on cylinder-in-cylinder structure concrete filled steel tube side column |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20220128 Effective date of abandoning: 20240124 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20220128 Effective date of abandoning: 20240124 |
|
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |