CN208167965U - A kind of prefabricated assembled bean column node construction with connector - Google Patents

A kind of prefabricated assembled bean column node construction with connector Download PDF

Info

Publication number
CN208167965U
CN208167965U CN201820682231.9U CN201820682231U CN208167965U CN 208167965 U CN208167965 U CN 208167965U CN 201820682231 U CN201820682231 U CN 201820682231U CN 208167965 U CN208167965 U CN 208167965U
Authority
CN
China
Prior art keywords
cross plate
connector
upper cross
composite beam
prefabricated post
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
CN201820682231.9U
Other languages
Chinese (zh)
Inventor
戴玉伟
魏建军
范优铭
季荣华
徐小明
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.)
Changzhou Vocational Institute of Engineering
Original Assignee
Changzhou Vocational Institute of Engineering
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 Changzhou Vocational Institute of Engineering filed Critical Changzhou Vocational Institute of Engineering
Priority to CN201820682231.9U priority Critical patent/CN208167965U/en
Application granted granted Critical
Publication of CN208167965U publication Critical patent/CN208167965U/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 discloses a kind of, and the prefabricated assembled bean column node with connector constructs, including composite beam and prefabricated post, the top surface of composite beam is coarse superposed surfaces, multiple stirrups are evenly equipped on composite beam along its length, the lower half portion of stirrup is located in composite beam, the beam column junction of prefabricated post is preset with connector, connector includes the web of upper cross plate, lower cross plate and connection upper cross plate, lower cross plate, the fixing end of upper cross plate, the fixing end of lower cross plate and web default in prefabricated post, and wherein the cantilever end of upper cross plate and lower cross plate stretches out prefabricated post;The upper cross plate of connector is fitted in the cantilever end that steel pipe is threaded through to after the top half inward flange of stirrup in composite beam upper cross plate and lower cross plate, is welded in poured in place concrete after the top half of bearing rod end and stirrup on shape steel plate is bound and is connected as one Cast-in-situ Beam and composite beam.The utility model simplifies working procedure, improves efficiency.

Description

A kind of prefabricated assembled bean column node construction with connector
Technical field
The utility model relates to a kind of bean column node constructions, more specifically to a kind of prefabricated dress with connector It is constructed with formula bean column node.
Background technique
In recent years, country widelys popularize building industrialization, prefabricated.For concrete frame structure, prefabricated components It include prefabricated post, composite beam and superimposed sheet etc..Overlapping top surface of the beam is coarse superposed surfaces, and the interlayer shell of column of prefabricated post is in factory In it is prefabricated, bean column node composite beam upper seat negative reinforcement pass through prefabricated post, the elongated muscle in lower part column side bend, in prefabricated post Additional bar, additional bar put in U-shaped bending in composite beam, then cast-in-place concrete.The connection of concrete cast-in-situ node has whole Property, shock resistance it is good, the advantages that good appearance, but scene binding seat shoulder bar and cast-in-place connection have cumbersome, construction of constructing Low efficiency, construction quality human factor influence big, are unfavorable for architectural industrialization development, it is therefore desirable to invent it is a kind of it is convenient and efficient, Quality controllable concrete composite beam and prefabricated column connected node.
Summary of the invention
1. utility model technical problems to be solved
The purpose of the utility model is to overcome above-mentioned deficiencies, provide a kind of prefabricated assembled beam with connector Column joint structure simplifies working procedure using the technical solution of the utility model, reduces difficulty of construction, scantling precision Height, it is easily controllable, improve on-site sanitation condition, improves production efficiency, can be mass.
2. technical solution
In order to achieve the above objectives, technical solution provided by the utility model is:
A kind of prefabricated assembled bean column node construction with connector of the utility model, including composite beam and prefabricated Column, the top surface of the composite beam are coarse superposed surfaces, are evenly equipped with multiple stirrups, the lower half of stirrup along its length on composite beam Part is located in composite beam, and the beam column junction of the prefabricated post is preset with connector, and connector includes upper cross plate and lower cross The fixing end of plate, the upper cross plate and lower cross plate defaults in prefabricated post, and wherein the cantilever end of upper cross plate and lower cross plate is stretched Prefabricated post out;The upper cross plate of the connector is fitted in the top half inward flange of stirrup in composite beam, and is welded in cross Cast-in-situ Beam and composite beam are connected as one by poured in place concrete after the top half of bearing rod end and stirrup is bound on plate Body.
Further, it is equipped with steel pipe between the upper cross plate and the cantilever end of lower cross plate, the periphery of the steel pipe On be evenly equipped with multiple holes, pour and be linked together in steel pipe inner concrete by hole and Cast-in-situ Beam.
Further, the length that the cantilever end of the upper cross plate stretches out prefabricated post meets the length of 1/3 composite beam, under The length that the cantilever end of transverse slat stretches out prefabricated post meets anchorage length.
Further, the upper cross plate and lower cross plate planform are "-" type or T font or cross.
3. beneficial effect
It is had the advantages that compared with existing well-known technique using technical solution provided by the utility model:
(1) a kind of prefabricated assembled bean column node construction with connector of the utility model, by prefabricated post Middle built-in connection, the upper cross plate of connector instead of should seat shoulder bar of the scene binding through the beam of prefabricated post, connector Lower cross plate instead of should at bean column node the increased additional bar in column middle and lower part scene, operating process is convenient and efficient, section The about consuming cost of labour, and globality and stress performance be superior, simplifies working procedure, reduces difficulty of construction, component Dimensional accuracy is high, easily controllable, improves on-site sanitation condition, improves production efficiency, can be mass;
(2) a kind of prefabricated assembled bean column node construction with connector of the utility model, upper cross plate and lower cross It is equipped with steel pipe between the cantilever end of plate, multiple holes are evenly equipped on the periphery of the steel pipe, is poured logical in steel pipe inner concrete Hole is crossed to be linked together with Cast-in-situ Beam, it is simple in sturcture, ingenious in design, so that steel duct concrete is linked together with composite beam, Connector is installed more safe in beam.
Detailed description of the invention
Fig. 1 is a kind of structural schematic diagram of prefabricated assembled bean column node construction with connector of the utility model;
Fig. 2 is the structure of connector in a kind of prefabricated assembled bean column node construction with connector of the utility model Schematic diagram;
Fig. 3 is the structure of steel pipe in a kind of prefabricated assembled bean column node construction with connector of the utility model Schematic diagram.
Label declaration in schematic diagram:1, prefabricated post;21, composite beam;22, Cast-in-situ Beam;31, upper cross plate;32, lower cross plate; 4, steel pipe;41, hole.
Specific embodiment
For the content for further appreciating that the utility model, the utility model is described in detail in conjunction with the accompanying drawings and embodiments.
Embodiment
In conjunction with Fig. 1, Fig. 2 and Fig. 3, a kind of prefabricated assembled bean column node construction with connector of the present embodiment, packet Composite beam and prefabricated post 1 are included, the top surface of composite beam is coarse superposed surfaces, is evenly equipped with multiple hoops along its length on composite beam 21 The lower half portion of muscle, stirrup is located in composite beam, and the beam column junction of prefabricated post 1 is preset with connector, and connector includes upper cross The web of plate 31, lower cross plate 32 and connection upper cross plate 31, lower cross plate 32, fixing end, the fixing end of lower cross plate 32 of upper cross plate 31 It is defaulted in prefabricated post 1 with web, the cantilever end of upper cross plate 31 and lower cross plate 32 stretches out prefabricated post 1, upper cross in the present embodiment The length that the cantilever end of plate 31 stretches out prefabricated post 1 meets the length of 1/3 composite beam, and the cantilever end of lower cross plate 32 stretches out prefabricated post 1 Length meet anchorage length, upper cross plate 31 and 32 planform of lower cross plate are "-" type or T font or cross;Connection The upper cross plate 31 of part is fitted in the top half inward flange of stirrup in composite beam 21, and is welded in bearing rod end on upper cross plate 31 Cast-in-situ Beam 22 and composite beam 21 are connected as one by poured in place concrete after binding with the top half of stirrup, by pre- Built-in connection in column processed, the upper cross plate of connector is instead of that live should bind the seat shoulder bar for running through the beam of prefabricated post, even The lower cross plate of fitting instead of should at bean column node the increased additional bar in column middle and lower part scene, operating process facilitates fast The consuming cost of labour has been saved in victory, and globality and stress performance are superior, simplifies working procedure, reduces difficulty of construction, Scantling precision is high, easily controllable, improves on-site sanitation condition, improves production efficiency, can be mass;In order to enable connection Part installation is more firm, and steel pipe 4 is equipped between upper cross plate 31 and the cantilever end of lower cross plate 32, uniformly distributed on the periphery of the steel pipe 4 There are multiple holes 41, pour and be linked together by hole 41 with Cast-in-situ Beam 22 in 4 inner concrete of steel pipe, structure is simple, and design is skilful Wonderful, so that steel duct concrete is linked together with composite beam, it is more safe that connector is installed in beam, and above-mentioned steel pipe 4 is arranged Quantity, according to specific needs.
A kind of prefabricated assembled bean column node construction with connector of the utility model, simplifies working procedure, drops Low difficulty of construction, scantling precision is high, easily controllable, improves on-site sanitation condition, improves production efficiency, can be mass.
Schematically the utility model and embodiments thereof are described above, description is not limiting, attached drawing Shown in be also one of the embodiments of the present invention, actual structure is not limited to this.So if this field Those of ordinary skill enlightened by it, without deviating from the purpose of the present invention, not inventively design Frame mode similar with the technical solution and embodiment, all should belong to the protection range of the utility model.

Claims (4)

1. a kind of prefabricated assembled bean column node construction with connector, including composite beam and prefabricated post (1), the overlapping The top surface of beam is coarse superposed surfaces, is evenly equipped with multiple stirrups along its length on composite beam (21), the lower half portion of stirrup is located at In composite beam, it is characterised in that:The beam column junction of the prefabricated post (1) is preset with connector, and connector includes upper cross plate (31) and lower cross plate (32), the fixing end of the upper cross plate (31) and lower cross plate (32) defaults in prefabricated post (1), wherein The cantilever end of upper cross plate (31) and lower cross plate (32) stretches out prefabricated post (1);The upper cross plate (31) of the connector is fitted in folded The top half inward flange of stirrup in beam (21) is closed, and is welded in the top half of bearing rod end and stirrup on upper cross plate (31) Cast-in-situ Beam (22) and composite beam (21) are connected as one by poured in place concrete after binding is good.
2. a kind of prefabricated assembled bean column node construction with connector according to claim 1, it is characterised in that:Institute It is equipped with steel pipe (4) between the upper cross plate (31) stated and the cantilever end of lower cross plate (32), is evenly equipped on the periphery of the steel pipe (4) Multiple holes (41) pour and are linked together by hole (41) with Cast-in-situ Beam (22) in steel pipe (4) inner concrete.
3. a kind of prefabricated assembled bean column node construction with connector according to claim 2, it is characterised in that:Institute The length that the cantilever end for the upper cross plate (31) stated stretches out prefabricated post (1) meets the length of 1/3 composite beam, the cantilever of lower cross plate (32) The length that prefabricated post (1) is stretched out at end meets anchorage length.
4. a kind of prefabricated assembled bean column node construction with connector according to claim 3, it is characterised in that:Institute The upper cross plate (31) and lower cross plate (32) planform stated are "-" type or T font or cross.
CN201820682231.9U 2018-05-09 2018-05-09 A kind of prefabricated assembled bean column node construction with connector Expired - Fee Related CN208167965U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820682231.9U CN208167965U (en) 2018-05-09 2018-05-09 A kind of prefabricated assembled bean column node construction with connector

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820682231.9U CN208167965U (en) 2018-05-09 2018-05-09 A kind of prefabricated assembled bean column node construction with connector

Publications (1)

Publication Number Publication Date
CN208167965U true CN208167965U (en) 2018-11-30

Family

ID=64365755

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820682231.9U Expired - Fee Related CN208167965U (en) 2018-05-09 2018-05-09 A kind of prefabricated assembled bean column node construction with connector

Country Status (1)

Country Link
CN (1) CN208167965U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110528950A (en) * 2019-08-30 2019-12-03 绍兴文理学院 A kind of assembled hidden bracket type beam column node connection device
CN110565797A (en) * 2019-08-30 2019-12-13 浙江中清大建筑产业化有限公司 hidden corbel type beam-column joint connection method for shock absorption

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110528950A (en) * 2019-08-30 2019-12-03 绍兴文理学院 A kind of assembled hidden bracket type beam column node connection device
CN110565797A (en) * 2019-08-30 2019-12-13 浙江中清大建筑产业化有限公司 hidden corbel type beam-column joint connection method for shock absorption
CN110565797B (en) * 2019-08-30 2021-05-21 浙江中清大建筑产业化有限公司 Hidden corbel type beam-column joint connection method for shock absorption

Similar Documents

Publication Publication Date Title
CN108978859A (en) Assembled beam-column connecting node
CN205777098U (en) A kind of detachable assembling type concrete-filled circular steel tube column
CN208167965U (en) A kind of prefabricated assembled bean column node construction with connector
CN107034793A (en) A kind of ruggedized construction of arch bridge spandrel arch circle
CN208183954U (en) A kind of prefabricated assembled bean column node construction
CN206829416U (en) A kind of prefabricated assembled double steel pipe concrete shear force wall
CN108729545A (en) The connecting joint structure and construction method of circular steel tube concrete column and reinforced beam
CN208088500U (en) A kind of prefabricated beam column crimping joint strengthening stirrup construction
CN207392236U (en) A kind of composite beam and sandwich wall connecting node
CN207727762U (en) Assembled beam-column connecting node
CN206667244U (en) A kind of protection wall of bored pile
CN217105561U (en) Temporary fixing structure for steel beam and profile steel concrete column
CN207032011U (en) A kind of assembled steel tube constrains reinfored concrete line frame bridge pier
CN208733812U (en) Assembled beam-column connecting node
CN209369054U (en) A kind of connecting node of concrete filled steel tube combined special-shaped column and reinforced beam
CN208441313U (en) A kind of H profile steel structure superposition floor
CN206800789U (en) A kind of single page hyperboloid armored concrete post
CN208486551U (en) Prefabricated post shell, cylinder and frame structure system
CN209443573U (en) A kind of connecting node of the high ductility round steel concrete column-beams of concrete of assembled
CN209261322U (en) A kind of indirect dry cooling tower X-type rod structure
CN209244097U (en) A kind of precast hollow column
CN208056461U (en) A kind of precast concrete composite beam
CN202068784U (en) Economic, practical and multi-purpose greenhouse shed
CN206667546U (en) Add floor construction after a kind of steel reinforced concrete
CN207646978U (en) Prestressing force rolls over shape metal mesh concrete core slab

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20181130

Termination date: 20210509

CF01 Termination of patent right due to non-payment of annual fee