CN107386434A - A kind of novel fabricated attachment structure of concrete column and concrete column - Google Patents
A kind of novel fabricated attachment structure of concrete column and concrete column Download PDFInfo
- Publication number
- CN107386434A CN107386434A CN201710815988.0A CN201710815988A CN107386434A CN 107386434 A CN107386434 A CN 107386434A CN 201710815988 A CN201710815988 A CN 201710815988A CN 107386434 A CN107386434 A CN 107386434A
- Authority
- CN
- China
- Prior art keywords
- concrete column
- connector
- bolt hole
- bottom plate
- prepared screw
- 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.)
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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
- 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
- E04B1/18—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
- E04B1/215—Connections specially adapted therefor comprising metallic plates or parts
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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 discloses the novel fabricated attachment structure of a kind of concrete column and concrete column, including upper section concrete column and lower section concrete column, the upper section concrete column post bottom adds nut to be connected with upper connector upper head plate by pre-buried threaded high tensile reinforcement, and lower section concrete column capital adds nut to be connected with lower connector bottom plate by pre-buried threaded high tensile reinforcement；It is connected between upper connector upper head plate, upper connector cross tube short column and upper connector corner prepared screw-bolt hole bottom plate, is connected between lower connector corner prepared screw-bolt hole upper head plate, lower connector cross tube short column and lower connector bottom plate；It is connected between upper connector corner prepared screw-bolt hole bottom plate and lower connector corner prepared screw-bolt hole upper head plate at the prepared screw-bolt hole of corner by high-strength bolt.The present invention uses full bolts assemblies, and reliable in quality, construction speed is fast, efficiency high, and joint structure design is greatly simplified, facilitates prefabrication, is readily disassembled and changes, and can also realize that high speed modularization assembling is constructed, particularly suitable for high-rise or high-rise building.
Description
Technical field
The present invention relates to construction steel structure, building building technology, Automatic manual transmission field, specifically a kind of concrete column is with mixing
The novel fabricated attachment structure of solidifying earth pillar.
Background technology
Development assembled architecture is one of emphasis of construction industry reform in recent years.In view of the shortcoming of correlation theory, node
The imperfection and execute-in-place of design are complex, the connection generally use flange or yin-yang plug of concrete column and concrete column
The mode of joint, it is badly in need of a kind of superior performance, constructs convenient reliable, live welding, be readily disassembled and change, meet building work
The novel joint of industryization requirement.
The content of the invention
It is an object of the invention to provide the novel fabricated attachment structure of a kind of concrete column and concrete column, to solve
The problem of being proposed in above-mentioned background technology.
To achieve the above object, the present invention provides following technical scheme：
A kind of novel fabricated attachment structure of concrete column and concrete column, including upper section concrete column, upper connector upper end
Plate, upper connector cross tube short column, upper connector corner prepared screw-bolt hole bottom plate, lower connector corner prepared screw-bolt hole
Upper head plate, lower connector cross tube short column, lower connector bottom plate and lower section concrete column, the upper section concrete column post
Bottom adds nut to be connected with upper connector upper head plate by pre-buried threaded high tensile reinforcement, and the lower section concrete column capital leads to
Crossing pre-buried threaded high tensile reinforcement adds nut to be connected with lower connector bottom plate；The upper connector upper head plate, upper connection
It is connected between part cross tube short column and upper connector corner prepared screw-bolt hole bottom plate, the lower connector corner is pre-
Stay and be connected between bolt hole upper head plate, lower connector cross tube short column and lower connector bottom plate；The upper connection
Lead between part corner prepared screw-bolt hole bottom plate and lower connector corner prepared screw-bolt hole upper head plate at the prepared screw-bolt hole of corner
High-strength bolt is crossed to be connected.
As the further scheme of the present invention：The upper section concrete column post bottom adds spiral shell by pre-buried threaded high tensile reinforcement
Cap is connected with upper connector upper head plate, and concrete surface certain length is stretched out in pre-buried threaded high tensile reinforcement end, and enters
The threaded processing of row.
As the further scheme of the present invention：The lower section concrete column capital adds spiral shell by pre-buried threaded high tensile reinforcement
Cap is connected with lower connector bottom plate, and concrete surface certain length is stretched out in pre-buried threaded high tensile reinforcement end, and enters
The threaded processing of row.
As the further scheme of the present invention：The upper connector upper head plate, upper connector cross tube short column and on
Use and be welded and fixed between the prepared screw-bolt hole bottom plate of connector corner.
As the further scheme of the present invention：The lower connector corner prepared screw-bolt hole upper head plate, lower connector cross
Use and be welded and fixed between shape steel pipe short column and lower connector bottom plate.
As the further scheme of the present invention：The upper connector corner prepared screw-bolt hole bottom plate and lower connector corner
The connection high-strength bolt of prepared screw-bolt hole upper head plate junction is in a symmetrical arrangement in corner.
Compared with prior art, the beneficial effects of the invention are as follows：The present invention uses full bolts assemblies, and welding job is in work
Completed in factory, reliable in quality, scene uses full bolt through connection, and construction speed is fast, efficiency high；Joint structure design is greatly simple
Change, facilitate prefabrication；It is readily disassembled and changes；The achievable high speed modularization assembling construction of the present invention, particularly suitable for height
Layer or high-rise building.
Brief description of the drawings
Accompanying drawing 1 for embodiment after the assembling of the novel fabricated attachment structure of a kind of concrete column of the present invention and concrete column just
View.
Accompanying drawing 2 stands for embodiment after the novel fabricated attachment structure assembling of a kind of concrete column of the present invention and concrete column
Body schematic diagram.
Embodiment when accompanying drawing 3 separates for a kind of concrete column of the present invention with the novel fabricated attachment structure dress of concrete column
Schematic perspective view.
Accompanying drawing 4 is upper connector of the present invention, lower connector embodiment schematic perspective view.
Accompanying drawing 5 is the middle part font steel pipe short column of upper connector of the present invention, the middle part font steel pipe short column reality of lower connector
Apply a schematic perspective view.
In figure：Concrete column is saved on 1-；2- upper connector upper head plates；3- upper connector cross tube short columns；Connect on 4-
Fitting corner prepared screw-bolt hole bottom plate；Connector corner prepared screw-bolt hole upper head plate under 5-；Connector cross tube under 6-
Short column；Connector bottom plate under 7-；Concrete column is saved under 8-；9- high-strength bolts；The pre-buried threaded high tensile reinforcements of 10-；11- spiral shells
Cap.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, rather than whole embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained every other under the premise of creative work is not made
Embodiment, belong to the scope of protection of the invention.
Refer to Fig. 1~4, in the embodiment of the present invention, the novel fabricated connection knot of a kind of concrete column and concrete column
Structure, including upper section concrete column 1, upper connector upper head plate 2, upper connector cross tube short column 3, upper connector corner are reserved
Bolt hole bottom plate 4, lower connector corner prepared screw-bolt hole upper head plate 5, lower connector cross tube short column 6, lower connector
Bottom plate 7 and lower section concrete column 8, the upper section post bottom of concrete column 1 pass through pre-buried threaded high tensile reinforcement 10 plus nut 11
It is connected with upper connector upper head plate 2, the lower section capital of concrete column 8 passes through pre-buried threaded high tensile reinforcement 10 plus nut
11 are connected with lower connector bottom plate 7；The upper connector upper head plate 2, upper connector cross tube short column 3 and upper company
Use and be welded and fixed between fitting corner prepared screw-bolt hole bottom plate 4, the lower connector corner prepared screw-bolt hole upper head plate 5,
Use and be welded and fixed between lower connector cross tube short column 6 and lower connector bottom plate 7；Reserve the upper connector corner
Pass through high-strength spiral shell at the prepared screw-bolt hole of corner between bolt hole bottom plate 4 and lower connector corner prepared screw-bolt hole upper head plate 5
Bolt 9 is connected.
In embodiment, the described thickness of upper connector upper head plate 2 and welding manner, under the prepared screw-bolt hole of upper connector corner
The thickness of end plate 4 and welding manner, the lower thickness of connector corner prepared screw-bolt hole upper head plate 5 and welding manner, lower connector lower end
The thickness of plate 7 and welding manner, upper connector cross tube short column 3 are selected, and lower connector cross tube short column 6 selects foundation
Determination is calculated Deng strong ties.
In embodiment, described upper connector corner prepared screw-bolt hole bottom plate 4 and lower connector corner prepared screw-bolt hole
The connection high-strength bolt 9 of the junction of upper head plate 5 is in a symmetrical arrangement in corner, and dimensions is from the requirement of the strong ties such as satisfaction, spiral shell
Bolt centre distance upper connector corner prepared screw-bolt hole bottom plate 4 and the lower outward flange of connector corner prepared screw-bolt hole upper head plate 5
Meet code requirement, meet specification apart from upper connector cross tube short column 3 and the lower edge of connector cross tube short column 6
It is required that；It should be noted that the described distribution of high-strength bolt 9 is not limited to four angles, the cross short column of connector is nor unique
Form, if link position not at the vertical inflection point of structure using etc. strong ties, if can be used at inflection point non-etc.
Strong ties.
The novel fabricated attachment structure of the concrete column and concrete column, reasonable in design, convenient transportation, scene is using complete
Bolts assemblies, welding job are completed in factory, reliable in quality, and joint structure design is greatly simplified, facilitates prefabrication；Should
Structural system can realize standardized production, improve speed of application, reduce the construction period, reduce construction costs；The present invention
The construction of high speed modularization assembling can be achieved, particularly suitable for high-rise or high-rise building.
Structure, ratio, size depicted in the present embodiment etc., only it is illustrated in the form of coordinating and illustrating for correlation
The personage in field reads and understood, and unconfinement and the enforceable scope of the restriction present invention.It is any do not influence the present invention produced by
The effect of in the case of improvements and modifications, be intended to be limited solely by the present invention can cover in the range of.Employed in this explanation
Related description word, also it is concise for explanation, it is enforceable that any no substantial technological change is regarded as the present invention
Category.
The above is only the preferred embodiment of the present invention, it is noted that for those skilled in the art, not
On the premise of departing from present inventive concept, several modifications and improvements can also be made, these should also be considered as the protection model of the present invention
Enclose, these effects and practical applicability for implementing all without the influence present invention..
Claims (6)
1. the novel fabricated attachment structure of a kind of concrete column and concrete column, including upper section concrete column（1）, upper connector
Upper head plate（2）, upper connector cross tube short column（3）, upper connector corner prepared screw-bolt hole bottom plate（4）, lower connector
Corner prepared screw-bolt hole upper head plate（5）, lower connector cross tube short column（6）, lower connector bottom plate（7）With lower section coagulation
Earth pillar（8）, it is characterised in that the upper section concrete column（1）Post bottom passes through pre-buried threaded high tensile reinforcement（10）Add nut
（11）With upper connector upper head plate（2）It is connected, the lower section concrete column（8）Capital passes through pre-buried threaded high tensile reinforcement
（10）Add nut（11）With lower connector bottom plate（7）It is connected；The upper connector upper head plate（2）, upper connector cross
Shape steel pipe short column（3）With upper connector corner prepared screw-bolt hole bottom plate（4）Between be connected, the lower connector corner is pre-
Stay bolt hole upper head plate（5）, lower connector cross tube short column（6）With lower connector bottom plate（7）Between be connected；Institute
State upper connector corner prepared screw-bolt hole bottom plate（4）With lower connector corner prepared screw-bolt hole upper head plate（5）Between in corner
Pass through high-strength bolt at prepared screw-bolt hole（9）It is connected.
2. the novel fabricated attachment structure of concrete column according to claim 1 and concrete column, it is characterised in that institute
State section concrete column（1）Post bottom passes through pre-buried threaded high tensile reinforcement（10）Add nut（11）With upper connector upper head plate（2）
It is connected, pre-buried threaded high tensile reinforcement（10）Concrete surface certain length is stretched out in end, and carries out threaded processing.
3. the novel fabricated attachment structure of concrete column according to claim 1 and concrete column, it is characterised in that institute
State lower section concrete column（8）Capital passes through pre-buried threaded high tensile reinforcement（10）Add nut（11）With lower connector bottom plate（7）
It is connected, pre-buried threaded high tensile reinforcement（10）Concrete surface certain length is stretched out in end, and carries out threaded processing.
4. the novel fabricated attachment structure of concrete column according to claim 1 and concrete column, it is characterised in that institute
State upper connector upper head plate（2）, upper connector cross tube short column（3）With upper connector corner prepared screw-bolt hole bottom plate
（4）Between using being welded and fixed.
5. the novel fabricated attachment structure of concrete column according to claim 1 and concrete column, it is characterised in that institute
State lower connector corner prepared screw-bolt hole upper head plate（5）, lower connector cross tube short column（6）With lower connector bottom plate
（7）Between using being welded and fixed.
6. the novel fabricated attachment structure of the concrete column and concrete column according to claim 1 or 4 or 5, its feature
It is, the upper connector corner prepared screw-bolt hole bottom plate（4）With lower connector corner prepared screw-bolt hole upper head plate（5）With reference to
The connection high-strength bolt at place（9）It is in a symmetrical arrangement in corner.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710815988.0A CN107386434A (en) | 2017-09-12 | 2017-09-12 | A kind of novel fabricated attachment structure of concrete column and concrete column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710815988.0A CN107386434A (en) | 2017-09-12 | 2017-09-12 | A kind of novel fabricated attachment structure of concrete column and concrete column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107386434A true CN107386434A (en) | 2017-11-24 |
Family
ID=60351542
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710815988.0A Pending CN107386434A (en) | 2017-09-12 | 2017-09-12 | A kind of novel fabricated attachment structure of concrete column and concrete column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107386434A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108755950A (en) * | 2018-07-11 | 2018-11-06 | 上海应用技术大学 | Prefabricated concrete structure column and column rigid connection node and construction method |
| CN109025064A (en) * | 2018-08-03 | 2018-12-18 | 青岛理工大学 | Precast concrete column and the production of column assembled connecting node and installation method |
| CN110195471A (en) * | 2019-05-20 | 2019-09-03 | 扬州大学 | The combination assembled frame joint of modularization steel-concrete |
| CN111519841A (en) * | 2020-05-07 | 2020-08-11 | 金点石(北京)建筑设计咨询服务有限责任公司 | Column cap, frame column and building body |
| CN111705934A (en) * | 2020-05-28 | 2020-09-25 | 中国建材国际工程集团有限公司 | Construction method of multi-storey box type building |
| CN113605602A (en) * | 2021-08-10 | 2021-11-05 | 南通职业大学 | Construction process for dry-type fully-assembled industrialized concrete column joint |
| CN113863532A (en) * | 2021-09-30 | 2021-12-31 | 南通职业大学 | Vertical connecting node of concrete shear wall and manufacturing and mounting method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101713219A (en) * | 2009-11-06 | 2010-05-26 | 沈阳建筑大学 | Precast reinforced concrete frame structure system |
| CN203429656U (en) * | 2013-07-19 | 2014-02-12 | 中国建筑股份有限公司 | Assembly type steel reinforced concrete four-column combined foundation for container prefabricated house |
| CN106381925A (en) * | 2016-10-28 | 2017-02-08 | 湖南大学 | Prefabricated reinforced concrete column and column splice joint with sleeves |
| CN206245471U (en) * | 2016-10-28 | 2017-06-13 | 湖南大学 | A kind of dismountable assembled steel reinforced concrete column splices node with post |
-
2017
- 2017-09-12 CN CN201710815988.0A patent/CN107386434A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101713219A (en) * | 2009-11-06 | 2010-05-26 | 沈阳建筑大学 | Precast reinforced concrete frame structure system |
| CN203429656U (en) * | 2013-07-19 | 2014-02-12 | 中国建筑股份有限公司 | Assembly type steel reinforced concrete four-column combined foundation for container prefabricated house |
| CN106381925A (en) * | 2016-10-28 | 2017-02-08 | 湖南大学 | Prefabricated reinforced concrete column and column splice joint with sleeves |
| CN206245471U (en) * | 2016-10-28 | 2017-06-13 | 湖南大学 | A kind of dismountable assembled steel reinforced concrete column splices node with post |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108755950A (en) * | 2018-07-11 | 2018-11-06 | 上海应用技术大学 | Prefabricated concrete structure column and column rigid connection node and construction method |
| CN109025064A (en) * | 2018-08-03 | 2018-12-18 | 青岛理工大学 | Precast concrete column and the production of column assembled connecting node and installation method |
| CN110195471A (en) * | 2019-05-20 | 2019-09-03 | 扬州大学 | The combination assembled frame joint of modularization steel-concrete |
| CN111519841A (en) * | 2020-05-07 | 2020-08-11 | 金点石(北京)建筑设计咨询服务有限责任公司 | Column cap, frame column and building body |
| CN111519841B (en) * | 2020-05-07 | 2022-04-08 | 金点石(北京)建筑设计咨询服务有限责任公司 | Column cap, frame column and building body |
| CN111705934A (en) * | 2020-05-28 | 2020-09-25 | 中国建材国际工程集团有限公司 | Construction method of multi-storey box type building |
| CN113605602A (en) * | 2021-08-10 | 2021-11-05 | 南通职业大学 | Construction process for dry-type fully-assembled industrialized concrete column joint |
| CN113863532A (en) * | 2021-09-30 | 2021-12-31 | 南通职业大学 | Vertical connecting node of concrete shear wall and manufacturing and mounting method thereof |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
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Application publication date: 20171124 |