CN209040276U - The connecting node of assembled floor and main structure - Google Patents
The connecting node of assembled floor and main structure Download PDFInfo
- Publication number
- CN209040276U CN209040276U CN201821736300.6U CN201821736300U CN209040276U CN 209040276 U CN209040276 U CN 209040276U CN 201821736300 U CN201821736300 U CN 201821736300U CN 209040276 U CN209040276 U CN 209040276U
- Authority
- CN
- China
- Prior art keywords
- main structure
- connecting plate
- structure beam
- type connector
- utility
- 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
Abstract
The utility model relates to building construction fields, disclose the connecting node of a kind of assembled floor and main structure, including precast floor slab and main structure beam, main structure beam is i-shape steel beam, it further include several L-type connectors, L-type connector includes orthogonal horizontal connecting plate and perpendicular connecting plate, and perpendicular connecting plate is connect with the web of main structure beam by fastener, precast floor slab is placed between the top flange of main structure beam and horizontal connecting plate, is connect with horizontal connecting plate by fastener.The connecting node of the utility model is between main structure beam and L-type connector, and L-type connector both plays connection function, by playing a supporting role;Using the connecting node of the utility model, construction site zero is welded, and construction and installation are convenient, can effectively shorten construction period, improves working efficiency.
Description
Technical field
The utility model relates to building construction field, in particular to a kind of assembled floor and main structure
Connecting node.
Background technique
Assembling type steel structure building refers to the assembled architecture that the structural system of building is made of steel (structure) part.Relative to
For assembly concrete building, 1) assembling type steel structure building has the advantage that do not have field cast-in-place node, installation speed
Faster, construction quality is easier to be guaranteed;2) steel construction is ductile material, has better anti-seismic performance;3) relative to mixed
Xtah Crude Clay structure, steel construction self weight is lighter, and foundation cost is lower;4) steel construction is recyclable material, more environmentally protective;5) meticulously
The steel construction assembled architecture of design has better economy than assembly concrete building.6) beam cross-section is smaller, can obtain
Obtain more usable floor areas.
Currently, assembling type steel structure building in China's is less, wherein significant portion is the reason is that, steel building matching system
Incomplete, many component nodes cannot achieve quick assembling installation, for example existing precast floor slab generallys use and main body knot
The mounting means of structure site welding needs to weld every block of plate with flange of beam, also needs the site welding on web sometimes
Junction steel plate is connect, complicated construction technique, operation difficulty is big, and it is difficult to ensure that construction quality.
Utility model content
The main purpose of the utility model is that providing the company of a kind of assembled floor and main structure regarding to the issue above
Connect node.
To achieve the goals above, the assembled floor of the utility model and the connecting node of main structure, including it is prefabricated
Floor and main structure beam, main structure beam are i-shape steel beam, further include several L-type connectors, and L-type connector includes mutual
Vertical horizontal connecting plate and perpendicular connecting plate, perpendicular connecting plate are connect with the web of main structure beam by fastener, and precast floor slab is put
It is placed between the top flange of main structure beam and horizontal connecting plate, is connect with horizontal connecting plate by fastener.
Further, the L-type connector at least two being connect with every block of precast floor slab.
Further, L-type connector uses angle steel.
Further, the edge of the outermost of horizontal connecting plate and main structure beam top flange is in same plane.
The utility model has the following beneficial effects:
(1) between main structure beam and L-type connector, L-type connector both played the connecting node of the utility model
Connection function, by playing a supporting role;
(2) connecting node of the utility model, precast floor slab are located at below main structure beam, can significantly increase floor
Clear height;
(3) connecting node of the utility model is used, construction site zero is welded, and construction and installation are convenient, can effectively be contracted
Short construction period improves working efficiency;
Detailed description of the invention
Fig. 1 is the utility model structure diagram;
Fig. 2 is the utility model side view;
Wherein, the above drawings include the following reference numerals: 1, precast floor slab;2, main structure beam;3, L-type connector;4,
Horizontal connecting plate;5, connecting plate is erected;6, web;7, top flange.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawing.
As shown, the assembled floor of the utility model and the connecting node of main structure, including precast floor slab 1 and master
Body structural beams 2, precast floor slab and main structure beam connect 3 by several L-type connectors, and main structure beam is i-shape steel beam, L
Type connector includes orthogonal horizontal connecting plate 4 and perpendicular connecting plate 5, and the web 6 for erecting connecting plate and main structure beam passes through tightly
Firmware connection, precast floor slab are placed between the top flange 7 of main structure beam and horizontal connecting plate, pass through fastener with horizontal connecting plate
Connection, the outermost of horizontal connecting plate and the edge of main structure beam top flange are in same plane.
In the same horizontal line, the L-type connector connecting with every block of precast floor slab is at least the horizontal connecting plate of L-type connector
Two, L-type connector uses angle steel.
The above descriptions are merely preferred embodiments of the present invention, is not intended to limit the utility model, for this
For the technical staff in field, various modifications and changes may be made to the present invention.It is all in the spirit and principles of the utility model
Within, any modification, equivalent replacement, improvement and so on should be included within the scope of protection of this utility model.
Claims (4)
1. a kind of connecting node of assembled floor and main structure, including precast floor slab (1) and main structure beam (2), main body
Structural beams (2) are i-shape steel beam, which is characterized in that further include several L-type connectors (3), L-type connector (3) includes mutual
The web (6) of vertical horizontal connecting plate (4) and perpendicular connecting plate (5), perpendicular connecting plate (5) and main structure beam (2) passes through fastener
Connection, precast floor slab (1) is placed between the top flange (7) of main structure beam (2) and horizontal connecting plate (4), with horizontal connecting plate (4)
It is connected by fastener.
2. the connecting node of assembled floor and main structure according to claim 1, which is characterized in that prefabricated with every piece
The L-type connector (3) at least two of floor (1) connection.
3. the connecting node of assembled floor and main structure according to claim 1, which is characterized in that L-type connector
(3) angle steel is used.
4. the connecting node of assembled floor and main structure according to claim 1, which is characterized in that horizontal connecting plate
(4) edge of outermost and main structure beam top flange (7) is in same plane.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821736300.6U CN209040276U (en) | 2018-10-25 | 2018-10-25 | The connecting node of assembled floor and main structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821736300.6U CN209040276U (en) | 2018-10-25 | 2018-10-25 | The connecting node of assembled floor and main structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN209040276U true CN209040276U (en) | 2019-06-28 |
Family
ID=67039725
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201821736300.6U Active CN209040276U (en) | 2018-10-25 | 2018-10-25 | The connecting node of assembled floor and main structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN209040276U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111910914A (en) * | 2020-08-31 | 2020-11-10 | 中冶京诚工程技术有限公司 | Multi-story high-rise assembled steel structure non-composite floor slab supporting system and construction method thereof |
CN112627416A (en) * | 2020-12-04 | 2021-04-09 | 天津大学 | Assembled light steel-ALC plate-bamboo wood composite beam and construction method |
CN112627414A (en) * | 2020-12-04 | 2021-04-09 | 天津大学 | Assembled engineering bamboo-lightweight concrete sandwich floor and construction method |
-
2018
- 2018-10-25 CN CN201821736300.6U patent/CN209040276U/en active Active
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111910914A (en) * | 2020-08-31 | 2020-11-10 | 中冶京诚工程技术有限公司 | Multi-story high-rise assembled steel structure non-composite floor slab supporting system and construction method thereof |
CN112627416A (en) * | 2020-12-04 | 2021-04-09 | 天津大学 | Assembled light steel-ALC plate-bamboo wood composite beam and construction method |
CN112627414A (en) * | 2020-12-04 | 2021-04-09 | 天津大学 | Assembled engineering bamboo-lightweight concrete sandwich floor and construction method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN209040276U (en) | The connecting node of assembled floor and main structure | |
CN110195469A (en) | A kind of energy consumption steel bean column node for prefabricated assembling type reinforced concrete frame structure | |
CN105803939A (en) | Open steel tube and reinforced-concrete combined girder bridge structure | |
CN103898975B (en) | Modular many high-rise assembling type steel structure framework eccentrical braces | |
CN110512765A (en) | A kind of fabricated shear wall and construction method with steel plate peg combined type diagonal brace | |
CN108643429B (en) | But height-adjusting's assembled coincide floor | |
CN212897482U (en) | Construction platform for high-rise building overhanging structural layer | |
CN209053231U (en) | A kind of separate type bracket node structure and Housing Structure System for beam column of steel structure connection | |
CN108487291B (en) | Installation method of contact net stand column foundation on railway steel-concrete composite beam | |
CN203514789U (en) | Steel platform for concrete pouring construction in ultra-high-rise steel pipe column | |
CN202913677U (en) | Multifunctional conversion scaffold capable of lifting steel platform | |
CN215802266U (en) | Direct-insertion type bolt-free connecting joint of closed cavity column and steel beam | |
CN109778890A (en) | A kind of light steel foundation module of low-rise dwelling assembled, ground and its construction method | |
CN212582723U (en) | Equipment base beam | |
CN113944309A (en) | Cold-formed steel support beam framework and construction method thereof | |
CN103122658A (en) | Industrial fabricated multi-story steel frame structure and construction method thereof | |
CN210032327U (en) | Cantilever steel beam and concrete column joint structure | |
CN103882944B (en) | Modular many high-rise assembling type steel structure frame systems | |
CN103882941B (en) | Modular many high-rise assembling type steel structure frame center support systems | |
CN111005497A (en) | Assembled house ground reinforcing plate structure | |
CN219732463U (en) | Structure reinforcing member for junction of embedded line pipe | |
CN210887770U (en) | Box girder steel convenient to installation | |
CN211597898U (en) | Embedded component of assembled self-propelled garage | |
CN109162354A (en) | A kind of assembled connecting node of double brackets | |
CN210105088U (en) | Full-bolt connection node of H-shaped steel beam and floor bearing plate in fabricated building |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CP01 | Change in the name or title of a patent holder |
Address after: 4f, development building, 8 Zhongshan Road, Shinan District, Qingdao City, Shandong Province 266071 Patentee after: Qingdao Construction Group Co.,Ltd. Patentee after: QINGJIAN GROUP Co.,Ltd. Address before: 4f, development building, 8 Zhongshan Road, Shinan District, Qingdao City, Shandong Province 266071 Patentee before: QINGJIAN GROUP Co.,Ltd. Patentee before: QINGJIAN GROUP Co.,Ltd. |
|
CP01 | Change in the name or title of a patent holder |