CN104947803B - A kind of prefabricated sheet-pile mortise and tenon type connecting node and installation method - Google Patents
A kind of prefabricated sheet-pile mortise and tenon type connecting node and installation method Download PDFInfo
- Publication number
- CN104947803B CN104947803B CN201510340277.3A CN201510340277A CN104947803B CN 104947803 B CN104947803 B CN 104947803B CN 201510340277 A CN201510340277 A CN 201510340277A CN 104947803 B CN104947803 B CN 104947803B
- Authority
- CN
- China
- Prior art keywords
- column
- tenon
- floor
- combo box
- mortise
- 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.)
- Active
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
A kind of prefabricated sheet-pile mortise and tenon type connecting node and installation method, the connecting node include combo box trestle, floor, high-strength bolt.Styletable seal plate welding is welded in shaft top, the bottom end of column tenon on styletable sealing plate.The frame beam of surrounding is shaped steel or shaped steel combination truss, and mortise is the hollow steel member to link together with frame beam, and cross sectional shape is identical as column tenon, and the sectional dimension of mortise is less than the shaft section of combo box trestle more than column tenon.Each combo box trestle, floor are sequentially connected fixation by bolt hole and high-strength bolt.It is connected by the mortise and tenon type of the plate of prefabrication, column, enormously simplifies structure type and mounting means, be more advantageous to the structure safety and quality for ensureing building, reduce field operation amount, reduced construction environment pollution, shorten the construction period, is cost-effective.
Description
Technical field
The present invention relates to a kind of prefabricated sheet-pile mortise and tenon type connecting node and installation methods, belong to architectural engineering construction technique neck
Domain particularly relates to a kind of integrated slab column connection node of collection assembling structure and its manufactures installation method.
Background technology
The assembling degree of most of assembled architecture also rests in component level both at home and abroad at present, to plate (wallboard with
Floor), the design of the integral moduleization of column, production, installation also have a certain distance, especially in structure-integrated prefabrication and assembly construction
Structurally there is also prodigious deficiencies for formula connecting node.It is low for the assembly degree of current slab column connection construction, when processing, installing
A large amount of labour cost is needed, the problem that cost is high is caused, a kind of assembly degree of present invention offer is high, is suitble to industrialized production, structure
Integrated prefabricated sheet-pile mortise and tenon type connecting node and installation method, not only can more reduce construction cost, and can carry
High building construction error, the workload and construction period at the scene of reducing, is more energy-saving and environmentally friendly, has in low layer assembled architecture
Larger economy and applicability.
Invention content
The present invention proposes a kind of prefabricated sheet-pile mortise and tenon type connecting node and installation method, and goal of the invention is to overcome existing
Have present in technology it is insufficient, provide a kind of complete prefabricated, rapid and convenient assembly the prefabricated sheet-pile mortise and tenon type connecting node of factory and
Installation method.
To achieve the above object, the technical solution adopted by the present invention is as follows, a kind of prefabricated sheet-pile mortise and tenon type connecting node, should
Connecting node includes combo box trestle (1), floor (4), high-strength bolt (8).
The combo box trestle (1) is mill work, and combo box trestle (1) includes shaft, column tenon (2), styletable
Sealing plate (3), bolt hole (7).Styletable sealing plate (3) is steel plate, and bolt hole (7) is reserved on the bottom end of shaft and column tenon (2).
Column tenon (2) is in shaft on same central axis, and the cross sectional shape of the two may be the same or different, column tenon (2)
Section be less than shaft section；The top of column tenon (2) is further shunk, and pyramidal structure is formed, in favor of combo box trestle (1)
Grafting up and down it is in place.Styletable sealing plate (3) is welded on shaft top, and the bottom end of column tenon (2) is welded on styletable sealing plate (3).
Floor (4) is the composite plate of prefabrication, and floor (4) includes the frame beam (5) of surrounding and the mortise (6) in corner.
The frame beam (5) of surrounding is shaped steel or shaped steel combination truss, and mortise (6) is the cored steel structure to link together with frame beam (5)
Part, cross sectional shape is identical as column tenon (2), and the sectional dimension of mortise (6) is more than column tenon (2) and is less than combo box trestle
(1) shaft section.
Column tenon (2) at the top of first combo box trestle (1) passes through the mortise (6) in floor (4) corner, and floor (4)
It is overlapped on styletable sealing plate (3)；The column tenon of the shaft lower end of second combo box trestle (1) and first combo box trestle (1)
Reserved bolt hole (7) centering in head (2) upper end, fixation is attached with high-strength bolt (8)；Each combo box trestle (1), floor
(4) fixation is sequentially connected by bolt hole (7) and high-strength bolt (8).
The length of column tenon (2) is more than 1.3~2 times of the thickness of floor (4).
Shaft and column tenon (2) are silent shaped steel, and the section configuration of the two is rectangle or circle.
Combo box trestle (1) face layer can stick production board or the modified cement grout of spraying or pour light aggregate concrete.
For combo box trestle (1) when building on different positions, being that 1-4 roots are in varying numbers welds together shaft
Coupled column, coupled column top are the corresponding 1-4 roots column tenon (2) being separated from each other in varying numbers.
The connection installation method of the floor (4) and combo box trestle (1) first vertically pacifies combo box trestle (1)
Dress is in place, then lifts floor (4), and the column tenon (2) at the top of combo box trestle (1) is made to pass through the mortise in floor (4) corner
(6), to make floor (4) be overlapped on styletable sealing plate (3).Then the combo box trestle (1) for installing upper layer again, by compound frame
The shaft lower end set of column (1) is inserted on the column tenon (2) for being exposed to floor (4), while making the shaft lower end of combo box trestle (1)
And bolt hole (7) centering that column tenon (2) upper end is reserved, it is attached fixation with high-strength bolt (8).2-4 blocks floor (4) splices
When, the coupled column of the combo box trestle (1) with corresponding 2-4 column tenon (2) is selected, to welded by shaft
Coupled column links together polylith floor (4) horizontal direction at column cap node, meanwhile, it is compound by floor (4) levels
The grafting of frame column (1) and coupled column fixes floor (4) in vertical direction.
Compared with prior art, the present invention has the following advantages:
1, it is connected by the mortise and tenon type of the plate of prefabrication, column, enormously simplifies structure type and mounting means, more favorably
In the structure safety and quality that ensure building, reduce field operation amount, reduces construction environment pollution, shortens construction period, section
About cost.
2, by the connecting node between sheet-pile, horizontal and vertical stabilization clearly structure is formed, installation is simple and convenient.
3, all welding jobs are carried out in factory, and joint connection in site uses high-strength bolt, has both avoided a large amount of site welding
Work is connect, and can ensure that the installation accuracy of architecture quality and component positioning.
4, factory-made component saves material, and light weight, energy conservation and environmental protection are suitble to various building constructions, strong applicability, by band
Come good economic benefit and social benefit.
Description of the drawings
Fig. 1 is a kind of prefabricated sheet-pile mortise and tenon type connecting node schematic diagram of the present invention.
Fig. 2 be the present invention polylith floor with combine column connected node schematic diagram
In figure：1, combo box trestle, 2, column tenon, 3, styletable sealing plate, 4, floor, 5, frame beam, 6, mortise, 7, bolt
Hole, 8, high-strength bolt
Specific implementation mode
As shown in Figs. 1-2, a kind of prefabricated sheet-pile mortise and tenon type connecting node, the connecting node include combo box trestle (1), building
Plate (4), high-strength bolt (8).
The combo box trestle (1) is mill work, and combo box trestle (1) includes shaft, column tenon (2), styletable
Sealing plate (3), bolt hole (7).Styletable sealing plate (3) is steel plate, and bolt hole (7) is reserved on the bottom end of shaft and column tenon (2).
Column tenon (2) is in shaft on same central axis, and the cross sectional shape of the two may be the same or different, column tenon (2)
Section be less than shaft section；The top of column tenon (2) is further shunk, and pyramidal structure is formed, in favor of combo box trestle (1)
Grafting up and down it is in place.Styletable sealing plate (3) is welded on shaft top, and the bottom end of column tenon (2) is welded on styletable sealing plate (3).
Floor (4) is the composite plate of prefabrication, and floor (4) includes the frame beam (5) of surrounding and the mortise (6) in corner.
The frame beam (5) of surrounding is shaped steel or shaped steel combination truss, and mortise (6) is the cored steel structure to link together with frame beam (5)
Part, cross sectional shape is identical as column tenon (2), and the sectional dimension of mortise (6) is more than column tenon (2) and is less than combo box trestle
(1) shaft section.
Column tenon (2) at the top of first combo box trestle (1) passes through the mortise (6) in floor (4) corner, and floor (4)
It is overlapped on styletable sealing plate (3)；The column tenon of the shaft lower end of second combo box trestle (1) and first combo box trestle (1)
Reserved bolt hole (7) centering in head (2) upper end, fixation is attached with high-strength bolt (8)；Each combo box trestle (1), floor
(4) fixation is sequentially connected by bolt hole (7) and high-strength bolt (8).
The length of column tenon (2) is more than 1.3~2 times of the thickness of floor (4).
Shaft and column tenon (2) are silent shaped steel, and the section configuration of the two is rectangle or circle.
Combo box trestle (1) face layer can stick production board or the modified cement grout of spraying or pour light aggregate concrete.
For combo box trestle (1) when building on different positions, being that 1-4 roots are in varying numbers welds together shaft
Coupled column, coupled column top are the corresponding 1-4 roots column tenon (2) being separated from each other in varying numbers.
The connection installation method of the floor (4) and combo box trestle (1) first vertically pacifies combo box trestle (1)
Dress is in place, then lifts floor (4), and the column tenon (2) at the top of combo box trestle (1) is made to pass through the mortise in floor (4) corner
(6), to make floor (4) be overlapped on styletable sealing plate (3).Then the combo box trestle (1) for installing upper layer again, by compound frame
The shaft lower end set of column (1) is inserted on the column tenon (2) for being exposed to floor (4), while making the shaft lower end of combo box trestle (1)
And bolt hole (7) centering that column tenon (2) upper end is reserved, it is attached fixation with high-strength bolt (8).2-4 blocks floor (4) splices
When, the coupled column of the combo box trestle (1) with corresponding 2-4 column tenon (2) is selected, to welded by shaft
Coupled column links together polylith floor (4) horizontal direction at column cap node, meanwhile, it is compound by floor (4) levels
The grafting of frame column (1) and coupled column fixes floor (4) in vertical direction.
Claims (6)
1. a kind of prefabricated sheet-pile mortise and tenon type connecting node, it is characterised in that：The connecting node includes combo box trestle (1), floor
(4), high-strength bolt (8)；
The combo box trestle (1) is mill work, and combo box trestle (1) includes shaft, column tenon (2), styletable sealing plate
(3), bolt hole (7)；Styletable sealing plate (3) is steel plate, and bolt hole (7) is reserved on the bottom end of shaft and column tenon (2)；Column tenon
Head (2) is in shaft on same central axis, and the section of column tenon (2) is less than shaft section；The top of column tenon (2) is into one
Step is shunk, and pyramidal structure is formed；Styletable sealing plate (3) is welded on shaft top, and the bottom end of column tenon (2) is welded on styletable sealing plate
(3) on；
Floor (4) is the composite plate of prefabrication, and floor (4) includes the frame beam (5) of surrounding and the mortise (6) in corner；Surrounding
Frame beam (5) be shaped steel or shaped steel combination truss, mortise (6) is the hollow steel member to link together with frame beam (5),
Cross sectional shape is identical as column tenon (2), and the sectional dimension of mortise (6) is less than the column of combo box trestle (1) more than column tenon (2)
Body section；
Column tenon (2) at the top of first combo box trestle (1) passes through the mortise (6) in floor (4) corner, and floor (4) overlaps
On styletable sealing plate (3)；The column tenon (2) of the shaft lower end of second combo box trestle (1) and first combo box trestle (1)
Reserved bolt hole (7) centering in upper end, fixation is attached with high-strength bolt (8)；Each combo box trestle (1), floor (4) pass through
Bolt hole (7) and high-strength bolt (8) are sequentially connected fixation.
2. a kind of prefabricated sheet-pile mortise and tenon type connecting node according to claim 1, it is characterised in that：The length of column tenon (2)
Thickness of the degree more than floor (4)Times.
3. a kind of prefabricated sheet-pile mortise and tenon type connecting node according to claim 1, it is characterised in that：Shaft and column tenon
(2) it is silent shaped steel, the section configuration of the two is rectangle or circle.
4. a kind of prefabricated sheet-pile mortise and tenon type connecting node according to claim 1, it is characterised in that：Combo box trestle (1)
Face layer sticks production board or the modified cement grout of spraying or pours light aggregate concrete.
5. a kind of prefabricated sheet-pile mortise and tenon type connecting node according to claim 1, it is characterised in that：Combo box trestle (1)
It is the 1-4 roots coupled column in varying numbers for welding together shaft when building on different positions, is phase at the top of coupled column
The 1-4 roots the answered column tenon (2) being separated from each other in varying numbers.
6. according to the company of floor (4) and combo box trestle (1) in a kind of prefabricated sheet-pile mortise and tenon type connecting node described in claim 1
Connect installation method, it is characterised in that：It is first that combo box trestle (1) right angle setting is in place, floor (4) is then lifted, is made compound
Column tenon (2) at the top of frame column (1) passes through the mortise (6) in floor (4) corner, to make floor (4) be overlapped on styletable sealing plate
(3) on；The shaft lower end set of combo box trestle (1) is inserted in and is exposed to floor by the combo box trestle (1) for then installing upper layer again
(4) on column tenon (2), while the bolt hole (7) for making the shaft lower end of combo box trestle (1) and column tenon (2) upper end reserve
Centering is attached fixation with high-strength bolt (8)；When 2-4 blocks floor (4) splices, selects and carry corresponding 2-4 column tenon
(2) coupled column of combo box trestle (1), to by the welded coupled column of shaft by the polylith floor at column cap node
(4) horizontal direction links together, meanwhile, by the grafting of floor (4) levels combo box trestle (1) and coupled column, by building
Plate (4) fixes in vertical direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510340277.3A CN104947803B (en) | 2015-06-18 | 2015-06-18 | A kind of prefabricated sheet-pile mortise and tenon type connecting node and installation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510340277.3A CN104947803B (en) | 2015-06-18 | 2015-06-18 | A kind of prefabricated sheet-pile mortise and tenon type connecting node and installation method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104947803A CN104947803A (en) | 2015-09-30 |
| CN104947803B true CN104947803B (en) | 2018-10-09 |
Family
ID=54162816
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510340277.3A Active CN104947803B (en) | 2015-06-18 | 2015-06-18 | A kind of prefabricated sheet-pile mortise and tenon type connecting node and installation method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104947803B (en) |
Families Citing this family (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105544738A (en) * | 2016-01-20 | 2016-05-04 | 天津大学 | Self-locking mortise and tenon type module building connecting joint |
| CN107587604B (en) * | 2016-07-08 | 2021-07-16 | 肖中发 | Socket type plate column assembly structure and installation method thereof |
| CN107587603B (en) * | 2016-07-08 | 2021-07-16 | 肖中发 | Assembly type light steel structure and mounting method thereof |
| CN107246066A (en) * | 2016-12-01 | 2017-10-13 | 牛智勇 | It is a kind of to carry the method that steel column is assembled with combined light floor modules |
| CN106760105A (en) * | 2016-12-07 | 2017-05-31 | 北京善筑科技股份有限公司 | Assembled composite floor and its installation method |
| CN106522367A (en) * | 2016-12-27 | 2017-03-22 | 北京善筑科技股份有限公司 | Assembly type building main body structure |
| CN107035044A (en) * | 2017-05-19 | 2017-08-11 | 易筑集合（北京）科技有限公司 | A kind of light steel composite floor system structure bearing system |
| CN107034991B (en) * | 2017-05-19 | 2022-09-09 | 易筑集合（北京）科技有限公司 | Tenon ear sleeve floor inserting connecting structure |
| CN107975173A (en) * | 2017-10-13 | 2018-05-01 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
| CN110206159A (en) * | 2019-05-31 | 2019-09-06 | 湖南建工集团有限公司 | A kind of prefabricated components and building body socket joint connection structure |
| CN111350273B (en) * | 2020-04-26 | 2021-08-20 | 江苏省苏中建设集团股份有限公司 | Mortise and tenon type truss connection structure and installation method |
| CN111734057A (en) * | 2020-07-06 | 2020-10-02 | 赵桂荣 | Ready-package steel construction canopy with propaganda function |
| CN113827052B (en) * | 2021-09-23 | 2023-08-15 | 赣州市羽涵家居厂 | Self-help mortise and tenon jointed board component and assembling method |
| CN114215181B (en) * | 2021-12-16 | 2023-04-21 | 中建五局第三建设有限公司 | Middle column node dry construction method of steel beam floor slab system and steel frame wallboard system |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0913512A (en) * | 1995-06-28 | 1997-01-14 | Sumitomo Metal Ind Ltd | Joint construction of steel framed structural member |
| JP2010248844A (en) * | 2009-04-20 | 2010-11-04 | Misawa Homes Co Ltd | Column fixing structure |
| CN203347266U (en) * | 2013-07-17 | 2013-12-18 | 缙云县聚能建设有限公司 | Prefabricated type fast-installing building structure |
| CN104264791A (en) * | 2014-09-03 | 2015-01-07 | 西安建筑科技大学 | Novel assembled type beam column joint connecting structure |
| CN204728482U (en) * | 2015-06-18 | 2015-10-28 | 北京大工简筑科技有限公司 | A kind of prefabricated sheet-pile mortise and tenon type connected node |
-
2015
- 2015-06-18 CN CN201510340277.3A patent/CN104947803B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0913512A (en) * | 1995-06-28 | 1997-01-14 | Sumitomo Metal Ind Ltd | Joint construction of steel framed structural member |
| JP2010248844A (en) * | 2009-04-20 | 2010-11-04 | Misawa Homes Co Ltd | Column fixing structure |
| CN203347266U (en) * | 2013-07-17 | 2013-12-18 | 缙云县聚能建设有限公司 | Prefabricated type fast-installing building structure |
| CN104264791A (en) * | 2014-09-03 | 2015-01-07 | 西安建筑科技大学 | Novel assembled type beam column joint connecting structure |
| CN204728482U (en) * | 2015-06-18 | 2015-10-28 | 北京大工简筑科技有限公司 | A kind of prefabricated sheet-pile mortise and tenon type connected node |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104947803A (en) | 2015-09-30 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104947803B (en) | A kind of prefabricated sheet-pile mortise and tenon type connecting node and installation method | |
| CN104912190B (en) | Dry type joggle frame structure | |
| CN107143034A (en) | A kind of assembly concrete frame structure beam column rigid connection node | |
| CN106088330B (en) | The connection structure and its construction method of assembling frame beam and frame column based on 3D printing | |
| CN106948472A (en) | A kind of Light-weight Steel Structures and its construction method | |
| CN108005410A (en) | A kind of assembled Residential System of Steel-concrete Composite Structure and its construction method | |
| CN108005265A (en) | A kind of prefabricated steel reinforced concrete shear wall structure of multilayer and its preparation and construction method | |
| CN111962952A (en) | Steel tube concrete column-H-shaped steel beam-steel support-pi-shaped connecting piece combined type center pillar bottom node and manufacturing method | |
| CN110359556A (en) | The bean column node of assembling type steel structure built-in inserted plate quadrate steel pipe column end plate connection | |
| CN109853802A (en) | It is a kind of whole across precast prestressed flute profile floor, building cover structure and its assembly method | |
| CN204728482U (en) | A kind of prefabricated sheet-pile mortise and tenon type connected node | |
| CN109469204A (en) | Fabricated steel reinforced concrete mixed frame structure based on superposed beams and construction method | |
| CN205875394U (en) | Antidetonation concrete beam column that dry process is connected | |
| CN111962948A (en) | Steel tube concrete column-H-shaped steel beam-steel support-pi-shaped connecting piece combined side column bottom node and manufacturing method | |
| CN206428805U (en) | A kind of concrete prefabricated balcony of assembled steel | |
| CN106812215B (en) | A kind of prefabricated PC steel core concrete column column connection type | |
| CN112922237A (en) | Take telescopic assembled reinforced concrete post and girder steel connected node | |
| CN111894193A (en) | Assembled concrete inclined roof | |
| CN209260922U (en) | Band girder rib laminated floor slab pre-tensioning system connecting joint structure | |
| CN110130485B (en) | Prefabricated assembly type beam column node with toothed plates and assembly method thereof | |
| CN207739439U (en) | A kind of steel framework constraint precast reinforced concrete shear wall structure | |
| CN204081090U (en) | The node component of a kind of U-shaped steel-concrete combination beam and special-shaped steel pipe concrete post | |
| CN203129322U (en) | Concrete cavity type assembled house | |
| CN205776898U (en) | Overall assembled reinforced concrete shear wall structure system | |
| CN109183991A (en) | A kind of half combination assembled steel frame system and preparation method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| TA01 | Transfer of patent application right | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20171215 Address after: No. 1, Yongning Road, Xu Zhuang Street, Gaogang Hi-tech Zone, Taizhou City, Jiangsu Province Applicant after: Jiangsu Baoli Automation Technology Co., Ltd. Address before: 101100 Beijing city Tongzhou District Lu Yuan South Street No. 109 2-778 Applicant before: BEIJING DAGONG JIANZHU SCIENCE & TECHNOLOGY CO., LTD. Applicant before: Xiao Zhongfa |
|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190312 Address after: 225324 North of Yongfeng Road, Xuzhuang Street, Gaogang District, Taizhou City, Jiangsu Province, and East of Longhui Textile Company Patentee after: Taizhou Baoli Assembled Residential Industry Co., Ltd. Address before: 225324 No. 1 Yongning Road, Xuzhuang Street, Gaogang High-tech Zone, Taizhou City, Jiangsu Province Patentee before: Jiangsu Baoli Automation Technology Co., Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 225324 North of Yongfeng Road, Xuzhuang Street, Gaogang District, Taizhou City, Jiangsu Province, and East of Longhui Textile Company Patentee after: Jiangsu Baoli assembly housing industry Co., Ltd Address before: 225324 North of Yongfeng Road, Xuzhuang Street, Gaogang District, Taizhou City, Jiangsu Province, and East of Longhui Textile Company Patentee before: Taizhou Baoli Assembled Residential Industry Co., Ltd. |