CN105863076A - Completely assembling type connecting structure for low-rise building - Google Patents
Completely assembling type connecting structure for low-rise building Download PDFInfo
- Publication number
- CN105863076A CN105863076A CN201610269933.XA CN201610269933A CN105863076A CN 105863076 A CN105863076 A CN 105863076A CN 201610269933 A CN201610269933 A CN 201610269933A CN 105863076 A CN105863076 A CN 105863076A
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- Prior art keywords
- joint
- girder
- plate
- low
- steel
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- 229910000831 Steel Inorganic materials 0.000 claims description 43
- 239000010959 steel Substances 0.000 claims description 43
- 210000003128 Head Anatomy 0.000 claims description 7
- 239000010410 layers Substances 0.000 claims description 3
- 238000005266 casting Methods 0.000 claims description 2
- 238000000465 moulding Methods 0.000 claims description 2
- 210000003205 Muscles Anatomy 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 9
- 210000001503 Joints Anatomy 0.000 abstract description 3
- 238000009435 building construction Methods 0.000 abstract description 3
- 238000010586 diagrams Methods 0.000 description 13
- 238000004519 manufacturing process Methods 0.000 description 9
- 238000004904 shortening Methods 0.000 description 2
- 238000005516 engineering processes Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- 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
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
-
- 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
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B1/5806—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B1/5806—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile
- E04B1/5818—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile of substantially U - form
Abstract
The invention discloses a completely assembling type connecting structure for a low-rise building. The completely assembling type connecting structure comprises a column and a main girder, wherein a first joint is arranged on the column, a second joint is arranged at the end part of the main girder, the first joint is L-shaped, the second joint is inverted L-shaped, and the first joint and the second joint are fixedly connected through vertically distributed bolts. According to the completely assembling type connecting structure for the low-rise building, the connection between the main girder and the column, between the main girder and a secondary girder, between the main and secondary girders and a plate, between the column and a foundation, between the inner wall and girders, between the outer wall and the girders and the plate adopts a detachable assembling type structure, so that components including the main girder, the column, the secondary girder, the plate, the inner wall, the outer wall and the like can be totally produced in batch in a factory and then are assembled in a building construction field, the building construction speed can be greatly increased, the construction period is shortened, and the construction cost is reduced; besides, the rigidity of connection joints of the girders and the columns can be changed with the change of the number of the adjusting bolts, the rigidity of the joints is simple and convenient to adjust, and the building design speed can be greatly increased.
Description
Technical field
The present invention relates to a kind of building structure, particularly to the assembly connection structure of a kind of building construction.
Background technology
Building structure of the prior art, main beam and column, girder and secondary beam, girder and the secondary beam etc. in its house it
Between be all rigidly connected；The house of this structure can only be built at the scene, there is construction speed slow, and the cycle is long
Shortcoming.
Summary of the invention
In view of this, the present invention provides a kind of low-rise building full assembled attachment structure, only to solve existing house
Can build at the scene, construction speed is slow, the technical problem of cycle length.
Low-rise building of the present invention full assembled attachment structure, including post and girder, described post is provided with first
Joint, the end of described girder is provided with the second joint；
Described first joint is L-type, and described second joint is inverted L-shaped, and described first joint and second connects
Head is by the fixing connection of bolt being vertically arranged；
Or described first joint is U-shaped, described second joint is rectangular tubular, and described second joint is put
Put in the U-lag mouth of the first joint, and the first joint and the second joint are by the bolt of lateral arrangement admittedly
Fixed connection；
Or described first joint is I-steel, described second joint is the work identical with the first joint geometry
Word steel, described first joint and the second joint are by being arranged on the clamping plate of I-steel web both sides and connecting folder
The bolt of plate is fixing to be connected.
Further, described first joint is L-type concrete column, and described first joint and post are integrated and pour into
The overall structure of type.
Further, described first joint is U-type groove steel, and the end of described U-type groove steel is welded with rectangle square steel
Pipe, described rectangle square steel tube is fixed in post by concrete cast.
Further, described first joint is I-steel, and the end of described I-steel is welded with rectangle square steel tube,
Described rectangle square steel tube is fixed in post by concrete cast.
Further, described low-rise building full assembled attachment structure also includes secondary beam, on the side of described girder
Being provided with the 3rd joint, the end of described secondary beam is provided with the 4th joint, and described 3rd joint and the 4th connects
The connected mode of head is identical with the connected mode of the first joint and the second joint.
Further, described low-rise building full assembled attachment structure also includes the plate being connected with girder and secondary beam,
Some rectangle stirrups, the square on described girder and plate it is provided with on the end face of described girder and the side of plate
Shape stirrup is by the fixing connection of concrete layer being cast on girder.
Further, described low-rise building full assembled attachment structure also includes the basis being connected with post, described base
It is provided with rectangle steel ring on plinth, the lower end of described post is provided with the rectangle stigma being plugged on rectangle steel ring.
Further, described low-rise building full assembled attachment structure also includes the interior wall being connected with girder or secondary beam,
Described interior wall is made up of some cell boards, and the upper surface of described each unit plate is provided with groove, described master
It is provided with the steel plate with groove fit on the bottom surface of beam and secondary beam, the side of adjacent cells plate is provided with
The groove cooperated and projection.
Further, described low-rise building full assembled attachment structure also includes that exterior wall, the lower end of described exterior wall are put
Put on girder, the lower surface of exterior wall be provided with the plate joint of band connecting hole, described plate joint and
Girder is bolted to connection, and the upper end of described exterior wall is provided with L-shaped interface, the edge of described plate
It is placed on L-shaped interface, and exterior wall and plate are bolted to connection.
Beneficial effects of the present invention:
Low-rise building of the present invention full assembled attachment structure, its main beam and column, girder and secondary beam, girder secondary beam and
The connection of plate, post and basis, interior wall and beam, exterior wall He Liang and plate etc. all uses dismountable assembled
Structure so that the components such as girder, post, secondary beam, plate, interior wall, exterior wall can mass production the most in the factory
Complete, then carry out assembling at house building scene, it is thus possible to the biggest construction speed improving house,
Shortening production cycle, reduces construction cost；And the rigidity of beam, column connected node can be by adjusting bolt
Quantity changes, and the stiffness equivalent of node is simple and convenient, the desin speed in raising house that can be the biggest.
Accompanying drawing explanation
Fig. 1 is the first type of attachment dispersity schematic diagram of embodiment center pillar and girder；
Fig. 2 is the first type of attachment assembled state schematic diagram of embodiment center pillar and girder；
Fig. 3 is the second type of attachment dispersity schematic diagram of embodiment center pillar and girder；
Fig. 4 is the second type of attachment assembled state schematic diagram of embodiment center pillar and girder；
Fig. 5 is the third type of attachment dispersity schematic diagram of embodiment center pillar and girder；
Fig. 6 is the third type of attachment assembled state schematic diagram of embodiment center pillar and girder；
Fig. 7 is the assembling schematic diagram of secondary beam and girder in embodiment；
Fig. 8 is the assembling schematic diagram of embodiment middle girder secondary beam and plate；
Fig. 9 is embodiment center pillar and the assembling schematic diagram on basis；
Figure 10 is the dispersity schematic diagram of interior wall and beam in embodiment；
Figure 11 is the assembled state schematic diagram of interior wall and beam in embodiment；
Figure 12 is the assembled state schematic diagram of exterior wall and beam in embodiment；
Figure 13 is the assembled state schematic diagram of exterior wall and plate in embodiment.
Detailed description of the invention
The invention will be further described with embodiment below in conjunction with the accompanying drawings.
As it is shown in figure 1, the present embodiment low-rise building full assembled attachment structure, including post 1 and girder 2,
Being provided with the first joint 3 on described post, the end of described girder is provided with the second joint 4；
Described first joint is L-type, and described second joint is inverted L-shaped, and during installation, the second joint is taken downwards
Being connected on the first joint, the first joint and the second joint are by the fixing connection of bolt 5 being vertically arranged, group
Fill simple and convenient.
In the present embodiment, described first joint 3 is L-type concrete column, and described first joint and post are one
The overall structure of body moulding by casting, joint and post bonding strength are high, and are easy to manufacture.
The most in different embodiments, the shape of described first joint and the second joint can be also other forms,
As it is shown on figure 3, described first joint 3 is U-lag steel, described second joint 4 is rectangular steel pipe, institute
State the second joint to be placed in the U-lag mouth of the first joint, and the first joint and the second joint are by laterally
The fixing connection of bolt 5 arranged；The end of described first joint 3 is welded with rectangle square steel tube 31, described
Rectangle square steel tube is fixed in post by concrete cast, and the end of the second joint 4 is also by mixed simultaneously
Solidifying soil cast is fixed in girder, and the bonding strength of the first joint and post is high, also allows for manufacturing simultaneously.
Again as it is shown in figure 5, described first joint 3 is I-steel, described second joint 4 is for connect with first
The I-steel that head shapes is identical, described first joint and the second joint are by being arranged on I-steel web both sides
Clamping plate 6 and the bolt 5 of connecting cleat is fixing connects；The end of described first joint is also by welding even
Being connected to rectangle square steel tube 31, rectangle square steel tube is fixed in post by concrete cast, the second joint simultaneously
I-steel end be fixed in girder also by concrete cast, the bonding strength of joint and beam and column is high,
Also allow for manufacturing simultaneously.
The assembly connection of post and girder is simple, it is simple to Assembling assembles, and production efficiency is high.And post and
Girder connecting portion is structures with semi-rigid joints, and the rotating property that can make full use of node under earthquake load reaches
Mould hinge and occur in the vantage point of beam-ends so that the anti-seismic performance in house is more preferable.
The present embodiment low-rise building full assembled attachment structure, also includes secondary beam 7, on the side of described girder
Being provided with the 3rd joint 8, the end of described secondary beam is provided with the 4th joint 9, described 3rd joint and the 4th
The connected mode of joint is identical with the connected mode of the first joint and the second joint, concrete as it is shown in fig. 7,
3rd joint is U-shaped, and the 4th joint is rectangular tubular, and the 4th joint is placed on the U-lag of the 3rd joint
In, the 3rd joint and the 4th joint are bolted to connection；The most in a particular embodiment, the 3rd connects
Head and the 4th joint also can use other two kinds of types of attachment of post and girder.The assembling of secondary beam and girder is even
Connecing simple, it is simple to Assembling assembles, production efficiency is high.
The present embodiment low-rise building full assembled attachment structure, also includes the plate 10 being connected with girder and secondary beam,
Plate is placed on secondary beam, and the end face of described girder and the side of plate are provided with some rectangle stirrups 11,
Rectangle stirrup on described girder and plate is by the fixing connection of concrete layer being cast on girder, rectangle
Stirrup is prefabricated on girder and plate, only need to pour into a mould concrete and be connected by stirrup fixing during assembled in situ,
Connection reliability is high, and efficiency of construction is high.
The present embodiment low-rise building full assembled attachment structure, also includes the basis 12 being connected with post, described base
It is provided with rectangle steel ring 13 on plinth, the lower end of described post is provided with the rectangular column being plugged on rectangle steel ring
14, the connection on post and basis is simple and convenient, and packaging efficiency is high.
The present embodiment low-rise building full assembled attachment structure, also includes the interior wall being connected with girder or secondary beam,
Described interior wall is made up of some cell boards 15, and the upper surface of described each unit plate is provided with groove 16, institute
State the steel plate 17 being provided with on the bottom surface of girder and secondary beam with groove fit, on the side of adjacent cells plate
It is provided with the groove 18 and protruding 19 cooperated；Interior wall is assemblied to form by cell board, letter easy to assembly
Single, packaging efficiency is high.
The present embodiment low-rise building full assembled attachment structure, also includes that exterior wall 20, the lower end of described exterior wall are put
Putting on girder 2, the lower surface of exterior wall is provided with the plate joint 21 of band connecting hole, described steel plate connects
Head and girder are bolted to connection, and the upper end of described exterior wall is provided with L-shaped interface 22, described plate
Edge be placed on L-shaped interface, and exterior wall and plate are bolted to connection, the assembly and connection of exterior wall
Simple and convenient, packaging efficiency is high.
The present embodiment low-rise building full assembled attachment structure, its main beam and column, girder and secondary beam, girder secondary beam
Connection with plate, post and basis, interior wall and beam, exterior wall He Liang and plate etc. all uses dismountable assembling
Formula structure so that the components such as girder, post, secondary beam, plate, interior wall, exterior wall can mass the most in the factory
Production completes, and then carries out assembling at house building scene, it is thus possible to the biggest construction speed improving house
Degree, shortening production cycle, reduces construction cost.
Finally illustrate, above example only in order to technical scheme to be described and unrestricted, although
With reference to preferred embodiment, the present invention is described in detail, it will be understood by those within the art that,
Technical scheme can be modified or equivalent, without deviating from technical solution of the present invention
Objective and scope, it all should be contained in the middle of scope of the presently claimed invention.
Claims (9)
1. a low-rise building full assembled attachment structure, including post and girder, it is characterised in that: described post
On be provided with the first joint, the end of described girder is provided with the second joint；
Described first joint is L-type, and described second joint is inverted L-shaped, and described first joint and second connects
Head is by the fixing connection of bolt being vertically arranged；
Or described first joint is U-shaped, described second joint is rectangular tubular, and described second joint is put
Put in the U-lag mouth of the first joint, and the first joint and the second joint are by the bolt of lateral arrangement admittedly
Fixed connection；
Or described first joint is I-steel, described second joint is the work identical with the first joint geometry
Word steel, described first joint and the second joint are by being arranged on the clamping plate of I-steel web both sides and connecting folder
The bolt of plate is fixing to be connected.
Low-rise building the most according to claim 1 full assembled attachment structure, it is characterised in that: described
First joint is L-type concrete column, and described first joint and post are integrated the overall structure of moulding by casting.
Low-rise building the most according to claim 1 full assembled attachment structure, it is characterised in that: described
First joint is U-type groove steel, and the end of described U-type groove steel is welded with rectangle square steel tube, described rectangle side
Steel pipe is fixed in post by concrete cast.
Low-rise building the most according to claim 1 full assembled attachment structure, it is characterised in that: described
First joint is I-steel, and the end of described I-steel is welded with rectangle square steel tube, described rectangle square steel tube
It is fixed in post by concrete cast.
Low-rise building the most according to claim 1 full assembled attachment structure, it is characterised in that: also wrap
Including secondary beam, the side of described girder is provided with the 3rd joint, the end of described secondary beam is provided with the 4th and connects
Head, the connected mode of described 3rd joint and the 4th joint and the first joint and the connected mode of the second joint
Identical.
Low-rise building the most according to claim 5 full assembled attachment structure, it is characterised in that: also wrap
Include and be provided with some rectangle steels on the plate being connected with girder and secondary beam, the end face of described girder and the side of plate
Muscle hoop, the rectangle stirrup on described girder and plate is by the fixing connection of concrete layer being cast on girder.
Low-rise building the most according to claim 1 full assembled attachment structure, it is characterised in that: also wrap
Include the basis being connected with post, described on the basis of be provided with rectangle steel ring, the lower end of described post is provided with slotting
The rectangle stigma being connected on rectangle steel ring.
Low-rise building the most according to claim 1 full assembled attachment structure, it is characterised in that: also wrap
Including the interior wall being connected with girder or secondary beam, described interior wall is made up of some cell boards, described each unit plate
It is provided with groove on upper surface, the bottom surface of described girder and secondary beam is provided with the steel plate with groove fit,
The groove cooperated and projection it is provided with on the side of adjacent cells plate.
Low-rise building the most according to claim 1 full assembled attachment structure, it is characterised in that: also wrap
Including exterior wall, the lower end of described exterior wall is placed on girder, and the lower surface of exterior wall is provided with band connecting hole
Plate joint, described plate joint and girder are bolted to connection, and the upper end of described exterior wall is arranged
There are L-shaped interface, the edge of described plate to be placed on L-shaped interface, and exterior wall and plate are bolted even
Connect.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610269933.XA CN105863076A (en) | 2016-04-27 | 2016-04-27 | Completely assembling type connecting structure for low-rise building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610269933.XA CN105863076A (en) | 2016-04-27 | 2016-04-27 | Completely assembling type connecting structure for low-rise building |
Publications (1)
| Publication Number | Publication Date |
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| CN105863076A true CN105863076A (en) | 2016-08-17 |
Family
ID=56628497
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610269933.XA Pending CN105863076A (en) | 2016-04-27 | 2016-04-27 | Completely assembling type connecting structure for low-rise building |
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Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106121057A (en) * | 2016-08-25 | 2016-11-16 | 中冶建筑研究总院有限公司 | A kind of steel column web-type splicing node and installation method |
| CN106121042A (en) * | 2016-08-25 | 2016-11-16 | 中冶建筑研究总院有限公司 | A kind of steel column flange form splicing node and installation method |
| CN106759876A (en) * | 2016-11-15 | 2017-05-31 | 南宁职业技术学院 | A kind of assembly concrete building element tenon riveting formula design and construction method |
| CN107355047A (en) * | 2017-07-12 | 2017-11-17 | 应宣俊 | Structural column and bridge construction formula building structure |
| CN107761990A (en) * | 2017-10-31 | 2018-03-06 | 广西旭腾实业集团有限公司 | Novel fabricated building system and its assembly method |
| CN107816130A (en) * | 2017-10-31 | 2018-03-20 | 广西旭腾实业集团有限公司 | Steel construction novel fabricated building system and its assembly method |
| 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 |
| CN109057009A (en) * | 2018-07-03 | 2018-12-21 | 重庆大学 | Novel prefabricated assembled concrete frame dry type node |
| CN109826367A (en) * | 2018-12-27 | 2019-05-31 | 安徽中固建设有限公司 | A kind of green building assembled steel reinforced concrete collar tie beam and preparation method thereof |
| CN110374205A (en) * | 2019-08-09 | 2019-10-25 | 昌大建筑科技有限公司 | A kind of concrete assembles the construction method of dry construction linked system entirely |
| CN111501999A (en) * | 2020-05-17 | 2020-08-07 | 耿振威 | Steel structure beam column connecting method for prefabricated building |
| CN111648525A (en) * | 2020-04-24 | 2020-09-11 | 金点石(北京)建筑设计咨询服务有限责任公司 | Beam cap, frame beam and building body |
| CN111764505A (en) * | 2020-06-28 | 2020-10-13 | 湖北省建工第二建设有限公司 | Connecting structure of concrete precast beam and cast-in-place column and construction method thereof |
| CN112323975A (en) * | 2020-10-27 | 2021-02-05 | 广州建筑产业研究院有限公司 | Full bolt socket joint formula beam column connection structure of assembled steel concrete |
| CN112726818A (en) * | 2020-12-25 | 2021-04-30 | 上海二十冶建设有限公司 | Novel assembly type main beam and secondary beam connecting joint and construction method |
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