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 PDF

Info

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
Application number
CN201620698767.0U
Other languages
Chinese (zh)
Inventor
熊刚
傅剑平
周淑容
金声
胡鹰
孟凡涛
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Chongqing University
Original Assignee
Chongqing University
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Chongqing University filed Critical Chongqing University
Priority to CN201620698767.0U priority Critical patent/CN206034639U/en
Application granted granted Critical
Publication of CN206034639U publication Critical patent/CN206034639U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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

A kind of i shaped steel joint bracket for prefabricated assembled concrete corner post
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.
CN201620698767.0U 2016-07-05 2016-07-05 A I shaped steel connects bracket for prefabricating assembled concrete corner post Expired - Fee Related CN206034639U (en)

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)

* Cited by examiner, † Cited by third party
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

Cited By (3)

* Cited by examiner, † Cited by third party
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