CN111677130A - Integrated beam column node of container module building - Google Patents
Integrated beam column node of container module building Download PDFInfo
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- CN111677130A CN111677130A CN202010593528.XA CN202010593528A CN111677130A CN 111677130 A CN111677130 A CN 111677130A CN 202010593528 A CN202010593528 A CN 202010593528A CN 111677130 A CN111677130 A CN 111677130A
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- 230000001174 ascending effect Effects 0.000 claims description 20
- 230000007935 neutral effect Effects 0.000 claims description 9
- 230000010354 integration Effects 0.000 claims description 3
- 238000003466 welding Methods 0.000 description 6
- 238000013461 design Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2406—Connection nodes
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2415—Brackets, gussets, joining plates
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2418—Details of bolting
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention relates to an integrated beam column node of a container module building, which comprises a first horizontal plate and a second horizontal plate, wherein a third vertical plate, a first vertical plate, a second vertical plate and a fourth vertical plate which are sequentially and vertically connected are arranged between the first horizontal plate and the second horizontal plate to form an empty gear operation area, the widths of the third vertical plate and the fourth vertical plate along the horizontal direction are respectively and correspondingly smaller than the widths of the second vertical plate and the first vertical plate along the horizontal direction, so that a notch for entering the empty gear operation area is formed, the first horizontal plate, the third vertical plate and the fourth vertical plate are respectively and correspondingly connected with a stand column, a first horizontal beam and a second horizontal beam of the container module building, and screw holes are formed in the second horizontal plate, the first vertical plate and the second vertical plate. Compared with the prior art, the invention has the advantages of convenient disassembly and assembly, compact structure and the like.
Description
Technical Field
The invention relates to the technical field of container module buildings, in particular to an integrated beam column node of a container module building.
Background
The modular steel structure building is a high-level stage of building industrialization development and is a highly integrated assembly type building. The node design of the modular building is the key and difficult point of the building, and whether the node design is reasonable or not directly determines the quality and progress of construction. Need go on through bolt and welded mode when current container module building assembling process, need destroy the node when the removal is dismantled to needs, the reuse rate of node is low, extravagant material and difficult dismantlement.
The prior art also provides some technical schemes, and Chinese patent CN201720221585.9 provides an accurately positioned connection point structure between modules of a container house, which comprises an upper-layer module bottom connecting piece and a lower-layer module top connecting piece, and also comprises an inter-module horizontal connecting piece, wherein the inter-module horizontal connecting piece is provided with a first positioning hole and a first bolt hole; a first working groove is formed in one side of the outer wall of the upper-layer module bottom connecting piece, and a second working groove corresponding to the first working groove is formed in one side of the outer wall of the lower-layer module top connecting piece; the upper-layer module bottom connecting piece is provided with a second positioning hole corresponding to the first positioning hole, and the lower-layer module top connecting piece is provided with a third positioning hole corresponding to the first positioning hole; the connecting piece is opened at the bottom of the upper module has the second bolt hole that corresponds with first bolt hole, lower floor's module top connecting piece is opened has the third bolt hole that corresponds with first bolt hole, and on-the-spot installation error can effectively be overcome to this patent. The premise of the implementation of the patent is that a first working groove is formed in one side of the outer wall of the connecting piece at the bottom of the upper-layer module to serve as an operating space, so that the outer wall of a house can be damaged, dead corners can appear when the number of connected containers exceeds 4, the number of parts used in the patent is large, and the installation process is complex.
Disclosure of Invention
The invention aims to overcome the defects in the prior art and provide an integrated beam column node of a container module building, which is convenient to disassemble and assemble and has a compact structure.
The purpose of the invention can be realized by the following technical scheme:
the utility model provides an integration beam column node of container module building, includes first horizontal plate and second horizontal plate, first horizontal plate and second horizontal plate between be equipped with third riser, first riser, second riser and the fourth riser of perpendicular connection in proper order, constitute the neutral gear operating area, third riser and fourth riser along the ascending width of horizontal direction correspondence respectively and be less than second riser and first riser along the ascending width of horizontal direction, form the breach that is used for getting into the neutral gear operating area, second horizontal plate, first riser and second riser on all be equipped with a plurality of screw, first horizontal plate, third riser and fourth riser correspond respectively when this beam column node uses and are connected with stand, first horizontal beam and the second horizontal beam of container module building, the junction all adopts the welding, the integrated design, compact structure, pleasing to the eye and stable.
Further, third riser and fourth riser correspond respectively along vertical ascending height and be less than second riser and first riser along vertical ascending height, third riser and first horizontal plate between be connected with first swash plate, fourth riser and first horizontal plate between be connected with the second swash plate, improve the structural strength between stand and first horizontal beam and stand and the second horizontal beam.
Furthermore, the first horizontal plate is square, and the width of each of the first inclined plate, the second inclined plate, the third vertical plate and the fourth vertical plate in the horizontal direction is the same as the side length of the first horizontal plate.
Further, be equipped with the fifth riser between third riser and the fourth riser, the fifth riser be connected with the second horizontal plate, improve the structural strength between first horizontal beam and the second horizontal beam.
Furthermore, the height of the fifth vertical plate in the vertical direction is lower than the height of the third vertical plate and the height of the fourth vertical plate in the vertical direction, the size of a gap of the neutral gear operation area is increased, and operation is facilitated.
Further, the first riser and the second riser are identical, and the third riser and the fourth riser are identical.
Furthermore, the cross sections of the first horizontal plate and the upright posts are overlapped, so that the appearance is attractive, and the volume of a beam-column joint is reduced.
Further, the third riser highly be greater than first horizontal beam along the ascending thickness in vertical direction along vertical direction, the fourth riser highly be greater than second horizontal beam along the ascending thickness in vertical direction along vertical direction, the third riser along the ascending width in horizontal direction the same with first horizontal beam along the ascending width in horizontal direction, the fourth riser along the ascending width in horizontal direction the same with second horizontal beam along the ascending width in horizontal direction, reserve out welding space, improve the shear strength of the junction between third riser and first horizontal beam and fourth riser and the second horizontal beam.
Compared with the prior art, the invention has the following beneficial effects:
(1) the invention adopts the integrally designed beam-column node, which comprises a first horizontal plate and a second horizontal plate, wherein a third vertical plate, a first vertical plate, a second vertical plate and a fourth vertical plate which are sequentially and vertically connected are arranged between the first horizontal plate and the second horizontal plate to form an empty fender operation area, the structure is compact, the appearance is attractive, the cost is low, the upright column, the first horizontal beam and the second horizontal beam of the container module building only need to be correspondingly welded on the first horizontal plate, the third vertical plate and the fourth vertical plate, the operation is simple, the first vertical plate and the second vertical plate are respectively provided with a plurality of screw holes, the beam-column node only needs to be installed from the inside of the container module building, and can be stretched into the empty fender operation area for bolt installation, the operation difficulty is low, meanwhile, the beam-column node can reduce the calculated length of the upright column, the first horizontal beam and the second horizontal beam, the stability is enhanced, and the positions of the screw holes can be freely arranged according to the, the flexibility is good;
(2) according to the invention, the first inclined plate is connected between the third vertical plate and the first horizontal plate, the second inclined plate is connected between the fourth vertical plate and the first horizontal plate, the fifth vertical plate is arranged between the third vertical plate and the fourth vertical plate, and the structural stability of the beam-column joint is strong;
(3) according to the invention, the height of the third vertical plate in the vertical direction is greater than the thickness of the first horizontal beam in the vertical direction, the height of the fourth vertical plate in the vertical direction is greater than the thickness of the second horizontal beam in the vertical direction, a welding space is reserved, and the shear strength of the connecting parts between the third vertical plate and the first horizontal beam and between the fourth vertical plate and the second horizontal beam is improved.
Drawings
FIG. 1 is a schematic view of an assembly structure of a beam-column joint and a beam-column;
FIG. 2 is a schematic top perspective view of the present invention;
FIG. 3 is a schematic view of the internal structure of the present invention;
FIG. 4 is a schematic bottom perspective view of the present invention;
FIG. 5 is a schematic structural view of the up-and-down connection of 2 beam-column joints;
fig. 6 is a schematic structural diagram of left-right connection of 2 beam-column nodes.
The reference numbers in the figures illustrate:
1. the vertical plate comprises a first horizontal plate, 2 second horizontal plates, 3 first vertical plates, 4 second vertical plates, 5 first inclined plates, 6 second inclined plates, 7 third vertical plates, 8 fourth vertical plates, 9 fifth vertical plates, 10 neutral gear operating areas, 11 screw holes, 12 second horizontal beams, 13 stand columns and 14 first horizontal beams.
Detailed Description
The invention is described in detail below with reference to the figures and specific embodiments. The present embodiment is implemented on the premise of the technical solution of the present invention, and a detailed implementation manner and a specific operation process are given, but the scope of the present invention is not limited to the following embodiments.
An integrated beam column node of a container module building comprises a first horizontal plate 1 and a second horizontal plate 2, wherein a third vertical plate 7, a first vertical plate 3, a second vertical plate 4 and a fourth vertical plate 8 which are sequentially and vertically connected are arranged between the first horizontal plate 1 and the second horizontal plate 2 to form an empty gear operating area 10, the widths of the third vertical plate 7 and the fourth vertical plate 8 in the horizontal direction are respectively correspondingly smaller than the widths of the second vertical plate 4 and the first vertical plate 3 in the horizontal direction to form a gap for entering the empty gear operating area, the first horizontal plate 1, the third vertical plate 7 and the fourth vertical plate 8 are respectively and correspondingly welded with a stand column 13, a first horizontal beam 14 and a second horizontal beam 12 of the container module building, the first horizontal beam 14, the second horizontal beam 12 and the stand column 13 are vertical in pairs, a plurality of screw holes 11 are respectively arranged on the second horizontal plate 2, the first vertical plate 3 and the second vertical plate 4, the position and the number of the screw holes 11 can be determined according to stress, the first vertical plate 3 and the second vertical plate 4 are completely the same, and the third vertical plate 7 and the fourth vertical plate 8 are completely the same.
The third riser 7 and the fourth riser 8 correspond respectively along vertical ascending height in the side and are less than the second riser 4 and the ascending height in vertical side of first riser 3, be connected with first swash plate 5 between third riser 7 and the first horizontal plate 1, be connected with second swash plate 6 between fourth riser 8 and the first horizontal plate 1, be equipped with fifth riser 9 between third riser 7 and the fourth riser 8, fifth riser 9 is connected with second horizontal plate 2, first swash plate 5, second swash plate 6 and fifth riser 9 can regard as the stiffening rib, improve, first horizontal beam 14, the stability of second horizontal beam 12 and stand 13.
The first horizontal plate 1 is square, the widths of the first inclined plate 5, the second inclined plate 6, the third vertical plate 7 and the fourth vertical plate 8 in the horizontal direction are the same as the side length of the first horizontal plate 1, the cross sections of the first horizontal plate 1 and the upright column 13 are overlapped, the appearance is attractive, the node volume is reduced, the height of the fifth vertical plate 9 in the vertical direction is lower than the heights of the third vertical plate 7 and the fourth vertical plate 8 in the vertical direction, the gap of a neutral gear operation area is increased, and the operation is facilitated;
the third riser 7 is greater than first horizontal beam 14 along the ascending thickness in vertical direction along the vertical direction highly, the fourth riser 8 is greater than second horizontal beam 12 along the ascending thickness in vertical direction highly, the third riser 7 is the same along the ascending width in horizontal direction with first horizontal beam 14 along the ascending width in horizontal direction along the horizontal direction, the fourth riser 8 is the same along the ascending width in horizontal direction with second horizontal beam 12 along the ascending width in horizontal direction along the horizontal direction, reserve out the welding space, improve the ability of shearing of junction.
Each node of beam column node is the welding, with beam column node and stand 13, first horizontal beam 14 and the welding of second horizontal beam 12, when container module building carries out connection from top to bottom, as fig. 5, with upper, the second horizontal plate 2 of 2 beam column nodes of below aligns and passes through screw 11 and bolted connection, stretch into neutral gear operation area 10 with the operation spanner during the construction and operate, as fig. 6, when container module building carries out connection from top to bottom, with a left side, first riser 3 or second riser 4 of 2 beam column nodes of right side both sides align and pass through screw 11 and bolted connection.
This embodiment has provided an integration beam column node of container module building, adopt the integrated design, the construction bolt of being convenient for, compact structure, it is pleasing to the eye and stable, and is with low costs, the position of screw 11 can freely set up according to the atress size, the flexibility is good, only need follow container module building internally mounted beam column node, simultaneously can stretch into neutral gear operation area 10 and carry out the bolt installation, the operation degree of difficulty is low, simultaneously beam column node can reduce stand 13, the calculation length of first horizontal beam 14 and second horizontal beam 12, the reinforcing stability.
The foregoing detailed description of the preferred embodiments of the invention has been presented. It should be understood that numerous modifications and variations could be devised by those skilled in the art in light of the present teachings without departing from the inventive concepts. Therefore, the technical solutions available to those skilled in the art through logic analysis, reasoning and limited experiments based on the prior art according to the concept of the present invention should be within the scope of protection defined by the claims.
Claims (10)
1. The utility model provides an integration beam column node of container module building, a serial communication port, including first horizontal plate (1) and second horizontal plate (2), first horizontal plate (1) and second horizontal plate (2) between be equipped with third riser (7), first riser (3), second riser (4) and fourth riser (8) that connect perpendicularly in proper order, constitute neutral gear operating area (10), third riser (7) and fourth riser (8) correspond respectively along the ascending width in horizontal direction and be less than second riser (4) and first riser (3) along the ascending width in horizontal direction, form the breach that is used for getting into neutral gear operating area, second horizontal plate (2), first riser (3) and second riser (4) on all be equipped with screw (11), first horizontal plate (1), third riser (7) and fourth riser (8) correspond respectively when this beam column node uses and stand (13) of building with the module, The first horizontal beam (14) is connected with the second horizontal beam (12).
2. The integrated beam column node of the container module building according to claim 1, wherein the heights of the third vertical plate (7) and the fourth vertical plate (8) in the vertical direction are respectively smaller than the heights of the second vertical plate (4) and the first vertical plate (3) in the vertical direction, a first inclined plate (5) is connected between the third vertical plate (7) and the first horizontal plate (1), and a second inclined plate (6) is connected between the fourth vertical plate (8) and the first horizontal plate (1).
3. The integrated beam column node of the container module building as claimed in claim 2, wherein the first horizontal plate (1) is square, and the width of each of the first inclined plate (5), the second inclined plate (6), the third vertical plate (7) and the fourth vertical plate (8) along the horizontal direction is the same as the side length of the first horizontal plate (1).
4. The integrated beam-column joint of a container module building as claimed in claim 1, wherein a fifth riser (9) is arranged between the third riser (7) and the fourth riser (8), and the fifth riser (9) is connected with the second horizontal plate (2).
5. An integrated beam-column joint of a container module building according to claim 4, wherein the height of the fifth riser (9) in the vertical direction is lower than the height of the third riser (7) and the fourth riser (8) in the vertical direction.
6. An integrated beam-column joint of a container module building according to claim 1, characterised in that the first riser (3) and the second riser (4) are identical.
7. An integrated beam-column joint of a container module building according to claim 1, characterised in that the third riser (7) and the fourth riser (8) are identical.
8. An integrated beam-column joint of a container module building according to claim 1, c h a r a c t e r i z e d in that the first horizontal plate (1) coincides with the cross-section of the vertical column (13).
9. An integrated beam-column joint of a container module building according to claim 1, wherein the height of the third riser (7) in the vertical direction is greater than the thickness of the first horizontal beam (14) in the vertical direction, and the height of the fourth riser (8) in the vertical direction is greater than the thickness of the second horizontal beam (12) in the vertical direction.
10. An integrated beam-column joint of a container module building according to claim 1, wherein the third riser (7) has the same width in the horizontal direction as the first horizontal beam (14), and the fourth riser (8) has the same width in the horizontal direction as the second horizontal beam (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010593528.XA CN111677130A (en) | 2020-06-27 | 2020-06-27 | Integrated beam column node of container module building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010593528.XA CN111677130A (en) | 2020-06-27 | 2020-06-27 | Integrated beam column node of container module building |
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| Publication Number | Publication Date |
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| CN111677130A true CN111677130A (en) | 2020-09-18 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202010593528.XA Pending CN111677130A (en) | 2020-06-27 | 2020-06-27 | Integrated beam column node of container module building |
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| CN (1) | CN111677130A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113107082A (en) * | 2021-04-26 | 2021-07-13 | 机械工业第六设计研究院有限公司 | Construction method of steel triangular support |
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| KR20110013731A (en) * | 2009-08-03 | 2011-02-10 | 주식회사 미래이엔지 | Set-up constructions for construction architecture |
| KR20110002072U (en) * | 2009-08-24 | 2011-03-03 | 서금수 | Prefabricated building |
| EP2853173A1 (en) * | 2013-09-25 | 2015-04-01 | Toni Zamora Masnou | Storage and transport module for workpieces in assembly lines |
| CN206360115U (en) * | 2016-04-29 | 2017-07-28 | 重庆昊色堂建筑设计咨询有限公司 | The structural connection of bottom girder post |
| US20180245331A1 (en) * | 2015-08-25 | 2018-08-30 | Henan Ocar Parker Technology Co., Ltd. | Bim-based modular housing built with thin-wall channel steels |
| CN111088852A (en) * | 2019-12-30 | 2020-05-01 | 中交振华绿建科技有限公司 | Modular building connection system |
| CN210507784U (en) * | 2019-06-18 | 2020-05-12 | 中国人民解放军海军勤务学院 | Modular steel structure beam column joint |
| CN212427570U (en) * | 2020-06-27 | 2021-01-29 | 同济大学建筑设计研究院(集团)有限公司 | Integrated beam column node of container module building |
-
2020
- 2020-06-27 CN CN202010593528.XA patent/CN111677130A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20110013731A (en) * | 2009-08-03 | 2011-02-10 | 주식회사 미래이엔지 | Set-up constructions for construction architecture |
| KR20110002072U (en) * | 2009-08-24 | 2011-03-03 | 서금수 | Prefabricated building |
| EP2853173A1 (en) * | 2013-09-25 | 2015-04-01 | Toni Zamora Masnou | Storage and transport module for workpieces in assembly lines |
| US20180245331A1 (en) * | 2015-08-25 | 2018-08-30 | Henan Ocar Parker Technology Co., Ltd. | Bim-based modular housing built with thin-wall channel steels |
| CN206360115U (en) * | 2016-04-29 | 2017-07-28 | 重庆昊色堂建筑设计咨询有限公司 | The structural connection of bottom girder post |
| CN210507784U (en) * | 2019-06-18 | 2020-05-12 | 中国人民解放军海军勤务学院 | Modular steel structure beam column joint |
| CN111088852A (en) * | 2019-12-30 | 2020-05-01 | 中交振华绿建科技有限公司 | Modular building connection system |
| CN212427570U (en) * | 2020-06-27 | 2021-01-29 | 同济大学建筑设计研究院(集团)有限公司 | Integrated beam column node of container module building |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113107082A (en) * | 2021-04-26 | 2021-07-13 | 机械工业第六设计研究院有限公司 | Construction method of steel triangular support |
| CN113107082B (en) * | 2021-04-26 | 2022-03-29 | 机械工业第六设计研究院有限公司 | Construction method of steel triangular support |
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