CN204728482U - A kind of prefabricated sheet-pile mortise and tenon type connected node - Google Patents
A kind of prefabricated sheet-pile mortise and tenon type connected node Download PDFInfo
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- CN204728482U CN204728482U CN201520424557.8U CN201520424557U CN204728482U CN 204728482 U CN204728482 U CN 204728482U CN 201520424557 U CN201520424557 U CN 201520424557U CN 204728482 U CN204728482 U CN 204728482U
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- tenon
- mortise
- combo box
- post
- floor
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Abstract
A kind of prefabricated sheet-pile mortise and tenon type connected node, this connected node comprises combo box trestle, floor, high-strength bolt.Styletable seal plate welding is on shaft top, and the bottom of post tenon is welded on styletable shrouding.The frame beam of surrounding is shaped steel or shaped steel combination truss, and mortise is the cored steel component linked together with frame beam, and its cross sectional shape is identical with post tenon, and the sectional dimension of mortise is greater than post tenon and is less than the shaft cross section of combo box trestle.Each combo box trestle, floor are connected and fixed successively by bolt hole and high-strength bolt.Connected by the mortise and tenon type of prefabricate plate, post, enormously simplify form of structure and mounting means, be more conducive to the structural safety and the quality that ensure building, decrease field operation amount, reduce construction environment and pollute, shorten construction period, cost-saving.
Description
Technical field
The utility model relates to a kind of prefabricated sheet-pile mortise and tenon type connected node and mounting method, belongs to architectural engineering construction technique field, refers to a kind of the slab column connection node and the manufacturing mounting method thereof that collect assembly structure integration especially.
Background technology
The assembling degree of current domestic and international most of assembled architecture also rests in component aspect, the integral moduleization of plate (wallboard and floor), post is designed, produces, in addition a certain distance is installed, especially also there is very large deficiency structure-integrated prefabricated assembled connected node is textural.The assembling degree constructed for current slab column connection is low, a large amount of labour costs is needed when processing, installation, cause the problem that cost is high, the utility model provides a kind of assembling degree high, applicable suitability for industrialized production, structure-integrated prefabricated sheet-pile mortise and tenon type connected node and mounting method, not only more can reduce construction cost, and building operations error can be improved, reduce on-the-spot workload and construction period, energy-conserving and environment-protective more, have larger economy and applicability in low layer assembled architecture.
Summary of the invention
The utility model proposes a kind of prefabricated sheet-pile mortise and tenon type connected node and mounting method, utility model object is to overcome the deficiencies in the prior art, provides a kind of factory prefabricated sheet-pile mortise and tenon type connected node of prefabricated, rapid and convenient assembling and mounting method entirely.
For achieving the above object, the technical solution adopted in the utility model is as follows, and a kind of prefabricated sheet-pile mortise and tenon type connected node, this connected node comprises combo box trestle (1), floor (4), high-strength bolt (8).
Described combo box trestle (1) is mill work, and combo box trestle (1) comprises shaft, post tenon (2), styletable shrouding (3), bolt hole (7).Styletable shrouding (3) is steel plate, and the bottom of shaft and post tenon (2) are all reserved with bolt hole (7).Post tenon (2) and shaft are on same central axis, and both cross sectional shapes can be identical, also can be different, and the cross section of post tenon (2) is less than shaft cross section; The top of post tenon (2) is shunk further, and form pyramidal structure, the grafting being up and down beneficial to combo box trestle (1) is in place.Styletable shrouding (3) is welded on shaft top, and the bottom of post tenon (2) is welded on styletable shrouding (3).
Floor (4) is prefabricate composite plate, and floor (4) comprises the frame beam (5) of surrounding and the mortise (6) in bight.The frame beam (5) of surrounding is shaped steel or shaped steel combination truss, mortise (6) is the cored steel component linked together with frame beam (5), its cross sectional shape is identical with post tenon (2), and the sectional dimension of mortise (6) is greater than post tenon (2) and is less than the shaft cross section of combo box trestle (1).
The post tenon (2) at first combo box trestle (1) top is through the mortise (6) in floor (4) bight, and floor (4) is overlapped on styletable shrouding (3); Bolt hole (7) centering that the shaft lower end of second combo box trestle (1) and post tenon (2) upper end of first combo box trestle (1) are reserved, is connected and fixed with high-strength bolt (8); Each combo box trestle (1), floor (4) are connected and fixed successively by bolt hole (7) and high-strength bolt (8).
The length of post tenon (2) is greater than the thickness 1.3 ~ 2 times of floor (4).
Shaft and post tenon (2) are shaped steel of remaining silent, and both section configurations are rectangle or circle.
Combo box trestle (1) surface layer can stick production board or spraying modified cement slurries or build light aggregate concrete.
Combo box trestle (1) is when building on different positions, and be the coupled column welded together by shaft that 1-4 radical amount does not wait, coupled column top is the post tenon (2) be separated from each other that corresponding 1-4 radical amount does not wait.
The connection method of described floor (4) and combo box trestle (1), first by place for combo box trestle (1) at right angle setting, then floor (4) is lifted, make the mortise (6) of post tenon (2) through floor (4) bight at combo box trestle (1) top, thus floor (4) is overlapped on styletable shrouding (3).And then the combo box trestle (1) on upper strata is installed, being inserted in by the shaft lower end of combo box trestle (1) cover is exposed on the post tenon (2) of floor (4), bolt hole (7) centering simultaneously making the shaft lower end of combo box trestle (1) and post tenon (2) upper end reserve, is connected and fixed with high-strength bolt (8).During 2-4 block floor (4) splicing, select the coupled column of the combo box trestle (1) with corresponding 2-4 post tenon (2), thus by the coupled column that shaft is welded, polylith floor (4) horizontal direction of column cap Nodes is linked together, simultaneously, by the grafting of floor (4) levels combo box trestle (1) and coupled column, floor (4) is fixed in vertical direction.
Compared with prior art, the utility model has the following advantages:
1, connected by the mortise and tenon type of prefabricate plate, post, enormously simplify form of structure and mounting means, be more conducive to the structural safety and the quality that ensure building, decrease field operation amount, reduce construction environment and pollute, shorten construction period, cost-saving.
2, by the connected node between sheet-pile, form level and vertical stable structure clearly, install simple and convenient.
3, all welding jobs are all carried out in factory, and joint connection in site adopts high-strength bolt, has both avoided a large amount of Site Welding work, can guarantee again the installation accuracy of architecture quality and component location.
4, factory-made component saves material, and quality is light, energy-conserving and environment-protective, is applicable to various building construction, and applicability is strong, will bring good economic benefit and social benefit.
Accompanying drawing explanation
Fig. 1 is a kind of prefabricated sheet-pile mortise and tenon type connected node schematic diagram of the utility model.
Fig. 2 is polylith floor of the present utility model and coupled column connected node schematic diagram
In figure: 1, combo box trestle, 2, post tenon, 3, styletable shrouding, 4, floor, 5, frame beam, 6, mortise, 7, bolt hole, 8, high-strength bolt
Detailed description of the invention
As shown in Figure 1-2, a kind of prefabricated sheet-pile mortise and tenon type connected node, this connected node comprises combo box trestle (1), floor (4), high-strength bolt (8).
Described combo box trestle (1) is mill work, and combo box trestle (1) comprises shaft, post tenon (2), styletable shrouding (3), bolt hole (7).Styletable shrouding (3) is steel plate, and the bottom of shaft and post tenon (2) are all reserved with bolt hole (7).Post tenon (2) and shaft are on same central axis, and both cross sectional shapes can be identical, also can be different, and the cross section of post tenon (2) is less than shaft cross section; The top of post tenon (2) is shunk further, and form pyramidal structure, the grafting being up and down beneficial to combo box trestle (1) is in place.Styletable shrouding (3) is welded on shaft top, and the bottom of post tenon (2) is welded on styletable shrouding (3).
Floor (4) is prefabricate composite plate, and floor (4) comprises the frame beam (5) of surrounding and the mortise (6) in bight.The frame beam (5) of surrounding is shaped steel or shaped steel combination truss, mortise (6) is the cored steel component linked together with frame beam (5), its cross sectional shape is identical with post tenon (2), and the sectional dimension of mortise (6) is greater than post tenon (2) and is less than the shaft cross section of combo box trestle (1).
The post tenon (2) at first combo box trestle (1) top is through the mortise (6) in floor (4) bight, and floor (4) is overlapped on styletable shrouding (3); Bolt hole (7) centering that the shaft lower end of second combo box trestle (1) and post tenon (2) upper end of first combo box trestle (1) are reserved, is connected and fixed with high-strength bolt (8); Each combo box trestle (1), floor (4) are connected and fixed successively by bolt hole (7) and high-strength bolt (8).
The length of post tenon (2) is greater than the thickness 1.3 ~ 2 times of floor (4).
Shaft and post tenon (2) are shaped steel of remaining silent, and both section configurations are rectangle or circle.
Combo box trestle (1) surface layer can stick production board or spraying modified cement slurries or build light aggregate concrete.
Combo box trestle (1) is when building on different positions, and be the coupled column welded together by shaft that 1-4 radical amount does not wait, coupled column top is the post tenon (2) be separated from each other that corresponding 1-4 radical amount does not wait.
The connection method of described floor (4) and combo box trestle (1), first by place for combo box trestle (1) at right angle setting, then floor (4) is lifted, make the mortise (6) of post tenon (2) through floor (4) bight at combo box trestle (1) top, thus floor (4) is overlapped on styletable shrouding (3).And then the combo box trestle (1) on upper strata is installed, being inserted in by the shaft lower end of combo box trestle (1) cover is exposed on the post tenon (2) of floor (4), bolt hole (7) centering simultaneously making the shaft lower end of combo box trestle (1) and post tenon (2) upper end reserve, is connected and fixed with high-strength bolt (8).During 2-4 block floor (4) splicing, select the coupled column of the combo box trestle (1) with corresponding 2-4 post tenon (2), thus by the coupled column that shaft is welded, polylith floor (4) horizontal direction of column cap Nodes is linked together, simultaneously, by the grafting of floor (4) levels combo box trestle (1) and coupled column, floor (4) is fixed in vertical direction.
Claims (5)
1. a prefabricated sheet-pile mortise and tenon type connected node, is characterized in that: this connected node comprises combo box trestle (1), floor (4), high-strength bolt (8);
Described combo box trestle (1) is mill work, and combo box trestle (1) comprises shaft, post tenon (2), styletable shrouding (3), bolt hole (7); Styletable shrouding (3) is steel plate, and the bottom of shaft and post tenon (2) are all reserved with bolt hole (7); Post tenon (2) and shaft are on same central axis, and the cross section of post tenon (2) is less than shaft cross section; The top of post tenon (2) is shunk further, forms pyramidal structure; Styletable shrouding (3) is welded on shaft top, and the bottom of post tenon (2) is welded on styletable shrouding (3);
Floor (4) is prefabricate composite plate, and floor (4) comprises the frame beam (5) of surrounding and the mortise (6) in bight; The frame beam (5) of surrounding is shaped steel or shaped steel combination truss, mortise (6) is the cored steel component linked together with frame beam (5), its cross sectional shape is identical with post tenon (2), and the sectional dimension of mortise (6) is greater than post tenon (2) and is less than the shaft cross section of combo box trestle (1);
The post tenon (2) at first combo box trestle (1) top is through the mortise (6) in floor (4) bight, and floor (4) is overlapped on styletable shrouding (3); Bolt hole (7) centering that the shaft lower end of second combo box trestle (1) and post tenon (2) upper end of first combo box trestle (1) are reserved, is connected and fixed with high-strength bolt (8); Each combo box trestle (1), floor (4) are connected and fixed successively by bolt hole (7) and high-strength bolt (8).
2. one according to claim 1 prefabricated sheet-pile mortise and tenon type connected node, is characterized in that: the length of post tenon (2) is greater than the thickness 1.3 ~ 2 times of floor (4).
3. one according to claim 1 prefabricated sheet-pile mortise and tenon type connected node, is characterized in that: shaft and post tenon (2) are shaped steel of remaining silent, and both section configurations are rectangle or circle.
4. one according to claim 1 prefabricated sheet-pile mortise and tenon type connected node, is characterized in that: combo box trestle (1) surface layer sticks production board or spraying modified cement slurries or builds light aggregate concrete.
5. one according to claim 1 prefabricated sheet-pile mortise and tenon type connected node, it is characterized in that: combo box trestle (1) is when building on different positions, for the coupled column welded together by shaft that 1-4 radical amount does not wait, coupled column top is the post tenon (2) be separated from each other that corresponding 1-4 radical amount does not wait.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520424557.8U CN204728482U (en) | 2015-06-18 | 2015-06-18 | A kind of prefabricated sheet-pile mortise and tenon type connected node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520424557.8U CN204728482U (en) | 2015-06-18 | 2015-06-18 | A kind of prefabricated sheet-pile mortise and tenon type connected node |
Publications (1)
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| CN204728482U true CN204728482U (en) | 2015-10-28 |
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| CN201520424557.8U Withdrawn - After Issue CN204728482U (en) | 2015-06-18 | 2015-06-18 | A kind of prefabricated sheet-pile mortise and tenon type connected node |
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| CN (1) | CN204728482U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104947803A (en) * | 2015-06-18 | 2015-09-30 | 北京大工简筑科技有限公司 | Prefabricated slab and column mortise and tenon type connecting joint and installation method |
| CN106703179A (en) * | 2017-02-02 | 2017-05-24 | 湖南诚友绿色建材科技有限公司 | Assembly type prestress concrete superposed groove type plate and plate column combined frame structure |
| CN109372107A (en) * | 2018-12-16 | 2019-02-22 | 北京工业大学 | The prefabricated assembled beam column crisscross joint of soap-free emulsion polymeization |
| CN112323986A (en) * | 2020-11-11 | 2021-02-05 | 东北大学 | Connection and construction process of prefabricated steel pipe concrete column and sandwich concrete composite slab |
-
2015
- 2015-06-18 CN CN201520424557.8U patent/CN204728482U/en not_active Withdrawn - After Issue
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104947803A (en) * | 2015-06-18 | 2015-09-30 | 北京大工简筑科技有限公司 | Prefabricated slab and column mortise and tenon type connecting joint and installation method |
| CN104947803B (en) * | 2015-06-18 | 2018-10-09 | 江苏保力自动化科技有限公司 | A kind of prefabricated sheet-pile mortise and tenon type connecting node and installation method |
| CN106703179A (en) * | 2017-02-02 | 2017-05-24 | 湖南诚友绿色建材科技有限公司 | Assembly type prestress concrete superposed groove type plate and plate column combined frame structure |
| CN109372107A (en) * | 2018-12-16 | 2019-02-22 | 北京工业大学 | The prefabricated assembled beam column crisscross joint of soap-free emulsion polymeization |
| CN112323986A (en) * | 2020-11-11 | 2021-02-05 | 东北大学 | Connection and construction process of prefabricated steel pipe concrete column and sandwich concrete composite slab |
| CN112323986B (en) * | 2020-11-11 | 2021-10-22 | 东北大学 | Connection and construction process of prefabricated steel pipe concrete column and sandwich concrete composite slab |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20171219 Address after: No. 1, Yongning Road, Xu Zhuang Street, Gaogang Hi-tech Zone, Taizhou City, Jiangsu Province Patentee after: Jiangsu Baoli Automation Technology Co., Ltd. Address before: 101100 Beijing city Tongzhou District Tongzhou District Lu Yuan South Street No. 109 2-778 Co-patentee before: Xiao Zhongfa Patentee before: BEIJING DAGONG JIANZHU SCIENCE & TECHNOLOGY CO., LTD. |
|
| TR01 | Transfer of patent right | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20151028 Effective date of abandoning: 20181009 |
|
| AV01 | Patent right actively abandoned |