CN206034639U - A I shaped steel connects bracket for prefabricating assembled concrete corner post - Google Patents
A I shaped steel connects bracket for prefabricating assembled concrete corner post Download PDFInfo
- Publication number
- CN206034639U CN206034639U CN201620698767.0U CN201620698767U CN206034639U CN 206034639 U CN206034639 U CN 206034639U CN 201620698767 U CN201620698767 U CN 201620698767U CN 206034639 U CN206034639 U CN 206034639U
- Authority
- CN
- China
- Prior art keywords
- corner post
- plate
- bracket
- concrete corner
- shaped steel
- 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.)
- Expired - Fee Related
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model provides a I shaped steel connects bracket for prefabricating assembled concrete corner post, the shaft of concrete corner post is provided with two brackets, is first bracket and second bracket respectively. These two bracket mutually perpendicular arrange, their one end all imbeds to the shaft of concrete corner post in, and the other end is located the shaft outside. Article two, form L type node between bracket and the concrete corner post. Two brackets of concrete corner post and this become integrative component in the interplant prefabrication. The bracket is by stub beam and roof beam joint. A plurality of main muscle have been arranged in the bracket. The one end of main muscle is connected with the beam -ends board of stub beam tip, and the other end anchor board inside with being in the concrete corner post is connected. The roof beam articulate is on the beam -ends board.
Description
Technical field
This utility model is related to construction engineering technical field, more particularly to a kind of for prefabricated assembled concrete corner post
I shaped steel joint bracket.
Background technology
Precast Concrete Frame is that concrete frame is decomposed into several beam column delivery units, by joint connection in site
Form the version of general frame.The characteristics of standardization of products being realized, industrialization is made, constructed rapid because of which, meets
The target of China's building industry modernization, the connected mode and calculating side so as to more and more be applied, with regard to its node
Method also becomes most active research direction.
At present, the beam column node area being arranged at floor absolute altitude more the joint connection in site position of Precast Concrete Frame post
Domain, and using pour after monoblock type method construction, this method is when node district pours crossbeam so that crisscross reinforcing bar compared with
It is many, long construction period, while cast-in-place cause live chaotic, dust big, seriously polluted, while the workload of field worker is also big.
The content of the invention
The purpose of this utility model is to solve when conventional node area pours crossbeam that reinforcing bar is more, constructs complicated and heavy-polluted asks
Topic.
The technical scheme adopted for realizing this utility model purpose is such, and one kind is used for prefabricated assembled concrete
The i shaped steel joint bracket of corner post, the shaft of concrete corner post are provided with two brackets, respectively the first bracket and second N
Lower limb.This two brackets are mutually perpendicular to arrangement, and their one end is all embedded in the shaft of concrete corner post, and the other end is located at shaft
Outside.L-type node is formed between two brackets and concrete corner post.The concrete corner post is pre- in factory with this two brackets
It is formed integrally component.
The bracket is made up of short beam and beam splice.Some cage bars are disposed with the bracket.One end of main ribs with
The beam end plate connection of short beam end, the other end are connected with the anchor plate inside concrete corner post.The beam splice is connected to
On beam end plate.
The beam splice includes top flange plate, bottom wing listrium and web.Wherein described top flange plate, bottom wing listrium and web
It is combined into I-shaped structure.The top flange plate and bottom wing listrium are rectangular flat.The top flange plate and bottom wing listrium phase
Mutually it is arranged in parallel in the both sides of beam end plate.The web is perpendicular to beam end plate, and is located between top flange plate and bottom wing listrium.Institute
State the bolt hole for a row being provided with web for fixed connecting plate.
Further, the side of the beam end plate and the connected cage bar of anchor plate is welded with some sleeves, these sleeves
The plate face that axis is located perpendicular to which.Cage bar in the bracket is horizontal to be pulled between beam end plate and anchor plate, and with it is corresponding
Sleeve is connected using silk mouth.
Further, the side of the beam end plate and the connected cage bar of anchor plate is welded with some pieces and is arranged parallel to
Steel plate.Every block of steel plate is vertical with the plate face which is located.Cage bar in the bracket is horizontal to be pulled between beam end plate and anchor plate, cage bar
Two ends are ridden upon on corresponding steel plate respectively, and are welded with steel plate face.
Further, the beam splice is connected with the joint of beam-end.The end of the top flange plate and bottom wing listrium
Groove for welding is machined with.The web is being provided with for weld seam at groove by breach.
Further, the concrete corner post is divided into top layer corner post, middle level corner post and bottom corner post.
Of the present utility model to have the technical effect that mathematical, the utilization of this i shaped steel joint bracket can reduce existing
Concreting, reduce the pollution to environment, while being welded to connect with crossbeam at the scene, it is to avoid traditional reinforcing bar is mixed
Solidifying soil connection so that simple structure, construction quality are more prone to ensure.One work can be carried out down after the completion of Site Welding in addition
Sequence is constructed, and without the need for technology intermission, improves speed of application.
Description of the drawings
Fig. 1 is a kind of structural representation of i shaped steel joint bracket in embodiment 1.
Fig. 2 is a kind of structural representation of i shaped steel joint bracket in embodiment 1.
Structural representations of the Fig. 3 for beam splice.
Fig. 4 is a kind of structural representation of i shaped steel joint bracket in embodiment 2.
Fig. 5 is a kind of structural representation of i shaped steel joint bracket in embodiment 2.
Fig. 6 is the schematic diagram that i shaped steel joint bracket is connected with crossbeam.
In figure:It is first bracket 1, the second bracket 2, beam splice 3, beam end plate 4, top flange plate 5, bottom wing listrium 6, web 7, mixed
Solidifying soil corner post 8, anchor plate 9.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawings and examples, but should not be construed this utility model
Above-mentioned subject area is only limitted to following embodiments.In the case of without departing from the above-mentioned technological thought of this utility model, according to ability
Domain ordinary technical knowledge and customary means, make various replacements and change, all should be included in protection domain of the present utility model.
Embodiment 1:
Referring to Fig. 1 and Fig. 2, a kind of i shaped steel joint bracket for prefabricated assembled concrete corner post, the concrete
The shaft of corner post 8 is provided with two brackets, respectively the first bracket 1 and the second bracket 2.Two bracket is mutually perpendicular to arrangement, it
One end be all embedded in the shaft of concrete corner post 8, the other end be located at shaft on the outside of.Two brackets and concrete corner post 8
Between formed L-type node.The concrete corner post 8 is prefabricated into integral member with this two brackets in factory.According to concrete
The difference of 8 installation sites of corner post, is classified as top layer corner post, middle level corner post and bottom corner post.Wherein two of top layer corner post
Bracket is arranged at the top of which.Two brackets of middle level corner post arrange its shaft middle part.Two brackets of bottom corner post are arranged
Its shaft middle part, lower end is cast in concrete foundation.
Wherein bracket is made up of short beam and beam splice 3.Some cage bars are disposed with the bracket.One end of main ribs with
The beam end plate 4 of short beam end connects, and the other end is connected with the anchor plate 9 inside concrete corner post 8.The beam splice 3 connects
It is connected on beam end plate 4.In the present embodiment, the side of 9 connected cage bar of the beam end plate 4 and anchor plate is welded with some sets
Cylinder, the plate face that the axis of these sleeves is located perpendicular to which.Cage bar in the bracket is horizontal be pulled in beam end plate 4 and anchor plate 9 it
Between, and be connected using silk mouth with corresponding sleeve.
Referring to Fig. 3, the beam splice 3 includes top flange plate 5, bottom wing listrium 6 and web 7.Wherein described top flange plate 5,
Bottom wing listrium 6 and web 7 are combined into I-shaped structure.The top flange plate 5 and bottom wing listrium 6 are rectangular flat.On described
Flange plate 5 and bottom wing listrium 6 are arranged parallel in the both sides of beam end plate 4.The web 7 is perpendicular to beam end plate 4, and is located at upper
Between flange plate 5 and bottom wing listrium 6.Being provided with a row on the web 7 is used for the bolt hole of fixed connecting plate.It is referring to Fig. 6, described
Beam splice 3 is connected with the joint of beam-end.The end of the top flange plate 5 and bottom wing listrium 6 is machined with for welding
Groove.The web 7 is being provided with for weld seam at groove by breach.
Embodiment 2:
Referring to a kind of i shaped steel joint for prefabricated assembled concrete corner post that Fig. 4 and Fig. 5, the present embodiment are provided
The agent structure of bracket is same as Example 1.
In the present embodiment, the side of 9 connected cage bar of the beam end plate 4 and anchor plate is welded with three pieces of cloth that are parallel to each other
The steel plate put.Every block of steel plate is vertical with the plate face which is located.Cage bar in the bracket is horizontal be pulled in beam end plate 4 and anchor plate 9 it
Between, cage bar two ends are ridden upon on corresponding steel plate respectively, and are welded with steel plate face.
Claims (5)
1. a kind of i shaped steel joint bracket for prefabricated assembled concrete corner post, it is characterised in that:Concrete corner post (8)
Shaft be provided with two brackets, respectively the first bracket (1) and the second bracket (2);This two brackets are mutually perpendicular to arrangement, it
One end be all embedded in the shaft of concrete corner post (8), the other end be located at shaft on the outside of;Two brackets and concrete corner post
(8) L-type node is formed between;Concrete corner post (8) are prefabricated into integral member with this two brackets in factory;
The bracket is made up of short beam and beam splice (3);Some cage bars are disposed with the bracket;One end of main ribs with it is short
Beam end plate (4) connection of beam end, the other end are connected with the anchor plate (9) in concrete corner post (8) inside;The beam splice
(3) it is connected on beam end plate (4);
Described beam splice (3) include top flange plate (5), bottom wing listrium (6) and web (7);Wherein described top flange plate (5), under
Flange plate (6) and web (7) are combined into I-shaped structure;Top flange plate (5) and bottom wing listrium (6) are rectangular flat;
Top flange plate (5) and bottom wing listrium (6) are arranged parallel in the both sides of beam end plate (4);Web (7) are perpendicular to beam
End plate (4), and be located between top flange plate (5) and bottom wing listrium (6);A row is provided with web (7) for being fixedly connected
The bolt hole of plate.
2. a kind of i shaped steel joint bracket for prefabricated assembled concrete corner post according to claim 1, which is special
Levy and be:The side of beam end plate (4) and the connected cage bar of anchor plate (9) is welded with some sleeves, the axle of these sleeves
The plate face that line is located perpendicular to which;Cage bar in the bracket is horizontal to be pulled between beam end plate (4) and anchor plate (9), and with it is relative
The sleeve answered is connected using silk mouth.
3. a kind of i shaped steel joint bracket for prefabricated assembled concrete corner post according to claim 1, which is special
Levy and be:The side of beam end plate (4) and the connected cage bar of anchor plate (9) is welded with some blocks of steel being arranged parallel to
Plate;Every block of steel plate is vertical with the plate face which is located;Cage bar in the bracket is horizontal to be pulled between beam end plate (4) and anchor plate (9),
Cage bar two ends are ridden upon on corresponding steel plate respectively, and are welded with steel plate face.
4. a kind of i shaped steel joint bracket for prefabricated assembled concrete corner post according to claim 1, which is special
Levy and be:Beam splice (3) are connected with the joint of beam-end;Top flange plate (5) and the end of bottom wing listrium (6)
Groove for welding is machined with;Web (7) are being provided with for weld seam at groove by breach.
5. a kind of i shaped steel joint bracket for prefabricated assembled concrete corner post according to claim 1, which is special
Levy and be:Concrete corner post (8) are divided into top layer corner post, middle level corner post and bottom corner post.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620698767.0U CN206034639U (en) | 2016-07-05 | 2016-07-05 | A I shaped steel connects bracket for prefabricating assembled concrete corner post |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620698767.0U CN206034639U (en) | 2016-07-05 | 2016-07-05 | A I shaped steel connects bracket for prefabricating assembled concrete corner post |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206034639U true CN206034639U (en) | 2017-03-22 |
Family
ID=58310535
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201620698767.0U Expired - Fee Related CN206034639U (en) | 2016-07-05 | 2016-07-05 | A I shaped steel connects bracket for prefabricating assembled concrete corner post |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN206034639U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106930405A (en) * | 2017-04-28 | 2017-07-07 | 常州工学院 | A kind of beam connecting structure of assembly concrete framework |
CN107882175A (en) * | 2017-11-29 | 2018-04-06 | 厦门合立道工程设计集团股份有限公司 | Dry type is rigidly connected fabricated assembly overall frame structure and its construction method |
CN107938835A (en) * | 2017-06-12 | 2018-04-20 | 重庆大学 | A kind of prefabricated assembled frame combined using profile steel concrete column and girder steel |
-
2016
- 2016-07-05 CN CN201620698767.0U patent/CN206034639U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106930405A (en) * | 2017-04-28 | 2017-07-07 | 常州工学院 | A kind of beam connecting structure of assembly concrete framework |
CN107938835A (en) * | 2017-06-12 | 2018-04-20 | 重庆大学 | A kind of prefabricated assembled frame combined using profile steel concrete column and girder steel |
CN107882175A (en) * | 2017-11-29 | 2018-04-06 | 厦门合立道工程设计集团股份有限公司 | Dry type is rigidly connected fabricated assembly overall frame structure and its construction method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN107143034A (en) | A kind of assembly concrete frame structure beam column rigid connection node | |
CN101265724B (en) | Run-through steel plate type square steel tube concrete column and axle i-beam node | |
CN109083308B (en) | Anti-seismic prefabricated assembly type wall and construction method thereof | |
CN206034639U (en) | A I shaped steel connects bracket for prefabricating assembled concrete corner post | |
CN109083320A (en) | Combine prefabricated panel and laminated floor slab structure and laminated floor slab construction method | |
CN104294920B (en) | The node component of a kind of U-shaped steel-concrete combination beam and special-shaped steel pipe concrete post and preparation method | |
CN108612315A (en) | A kind of assembled mixed structure Frame-Shear Wall building system and construction method | |
CN105113665A (en) | Prefabricated hoisted wall of assembly type building | |
CN107130715A (en) | Teeth groove is poured after a kind of to be linked and packed the construction method of formula building roof system | |
CN107989238A (en) | A kind of cast-in-place sandwiched heat-preservation shear wall structure, assembled architecture and engineering method | |
CN107130716A (en) | After pour teeth groove and be linked and packed formula building roof system | |
CN205875394U (en) | Antidetonation concrete beam column that dry process is connected | |
CN107268417A (en) | A kind of highway steel reinforced concrete combined beam structure based on assembling | |
CN108643429B (en) | But height-adjusting's assembled coincide floor | |
CN207295986U (en) | Assembled interlocks Bailey bracket steel building | |
CN206233656U (en) | Steel frame mill building structure | |
CN206015878U (en) | A kind of case shaped-steel joint bracket for prefabricated assembled concrete side column | |
CN206829461U (en) | After pour teeth groove and be linked and packed formula precast slab | |
CN205804625U (en) | A kind of case shaped-steel joint bracket for prefabricated assembled concrete center pillar | |
DE202021102448U1 (en) | Cantilever bracket and flange template for steel-concrete composite girders | |
CN106088470B (en) | Assembly concrete complex case shape beam and its construction method | |
CN208884808U (en) | Combine prefabricated panel and laminated floor slab structure | |
CN209163059U (en) | A kind of precast concrete Special-Shaped Column and steel beam connecting joint | |
CN205804593U (en) | A kind of case shaped-steel joint bracket for prefabricated assembled concrete corner post | |
CN207228475U (en) | A kind of prefabricated profile steel concrete column unit applied to assembling frame |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170322 Termination date: 20210705 |
|
CF01 | Termination of patent right due to non-payment of annual fee |