CN209990016U - Bolt-connected roof prefabricated combination beam - Google Patents

Bolt-connected roof prefabricated combination beam Download PDF

Info

Publication number
CN209990016U
CN209990016U CN201920289449.2U CN201920289449U CN209990016U CN 209990016 U CN209990016 U CN 209990016U CN 201920289449 U CN201920289449 U CN 201920289449U CN 209990016 U CN209990016 U CN 209990016U
Authority
CN
China
Prior art keywords
shaped steel
concrete
bolt
bolts
prefabricated
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
CN201920289449.2U
Other languages
Chinese (zh)
Inventor
王志鑫
白景柱
赵茜娅
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.)
Binzhou University
Original Assignee
Binzhou 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 Binzhou University filed Critical Binzhou University
Priority to CN201920289449.2U priority Critical patent/CN209990016U/en
Application granted granted Critical
Publication of CN209990016U publication Critical patent/CN209990016U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Rod-Shaped Construction Members (AREA)

Abstract

A prefabricated roof composite beam connected by bolts is provided, aiming at the defects of poor overall performance, insufficient rigidity and poor anti-seismic performance of the traditional assembled structure, a novel composite beam form is provided. The combined beam is a section beam combining a steel structure and a concrete structure, and changes the connection mode of the original prefabricated components. The member is connected by bolts instead of welding, and is internally provided with I-shaped steel. In order to improve the bending rigidity of the beam, the prestressed reinforcement is tensioned in the tension area of the beam by a post-tensioning method. When concrete is poured, a part of the I-shaped steel is pre-extended out, and bolt holes are reserved in the I-shaped steel, so that the I-shaped steel can be conveniently connected and used at the joints of the structure.

Description

Bolt-connected roof prefabricated combination beam
Technical Field
The utility model relates to a cross-sectional form and the assembly method of bolted connection's prefabricated combination roof beam belongs to structural engineering technical field.
Background
Currently, with the development of modern industrial technology, building houses can be manufactured in batches and sets like machine production. The prefabricated house components are transported to a construction site to be assembled. Fabricated buildings have become of interest since the beginning of the 20 th century and have been realized through the sixties. The first attempts made in English, French, Soviet Union, etc. The assembly type building has high construction speed and low production cost, and is rapidly popularized and developed all over the world. The advantages of the fabricated building are: the template can be saved, the construction condition during manufacturing can be improved, the labor productivity can be improved, the construction progress can be accelerated, but the defects are serious: the integrity, rigidity and earthquake resistance are poor.
Disclosure of Invention
Based on the reason, the utility model relates to a cross-sectional form of prefabricated combination roof beam, its biggest characteristics utilize the prestressing force component that steel structural component combines reinforced concrete roof beam to act together. The member is integrally installed finally by adopting a bolt connection method, so that the welding method adopted after the original prestressed member arrives at the site is replaced, the defect of insufficient rigidity of the node of the fabricated building is overcome, the phenomena of incomplete welding seams, welding leakage and the like during welding can be reduced by adopting the bolt connection method, and the construction is convenient.
And the whole rigidity of the beam is improved when the steel structural members are combined from the aspect of rigidity, and the number of longitudinal steel bars is reduced when the beam is manufactured in a prefabrication factory. The post-tensioning method is adopted in the tension prestress steel timing of the component, and the operation is simple; the member can improve the integrity of the node and the rigidity of the beam under the condition of not changing the size of the prefabricated roof beam.
The technical scheme of the component is as follows: a prefabricated roof combined beam connected by bolts is made up of the I-shaped steel and concrete through binding the structural reinforcing bars in the beam, arranging prestressed reinforcing bars at the bottom by post-tensioning method, pouring concrete while making part of I-shaped steel leak from both ends and reserving the holes for connecting bolts.
The type of the I-shaped steel of the component and the type of the prestressed reinforcement are according to the national standard.
Drawings
FIG. 1 is a schematic cross-sectional view of the present bolted roofing precast composite beam;
FIG. 2 is an upright schematic view of the present bolted roofing precast composite beam;
fig. 3 is a plan view of the prefabricated roof composite beam connected by the bolt.
In the figure: 1. concrete, 2. I-shaped steel, 3. prestressed reinforcement and 4. constructional reinforcement.
Detailed Description
The core of the invention is to provide the bolt-connected roof prefabricated combination beam, which improves the material utilization rate, overcomes the defects of poor integrity and insufficient rigidity of the traditional assembled structure, overcomes the defect of inconvenient connection of prefabricated parts and enhances the strength of building nodes.
Referring to fig. 1-3, fig. 1 is a schematic cross-sectional view of the prefabricated roof composite beam connected by bolts; FIG. 2 is an upright schematic view of the present bolted roofing precast composite beam; fig. 3 is a plan view of the prefabricated roof composite beam connected by the bolt.
The invention provides a bolt-connected roof prefabricated composite beam, which comprises: i-shaped steel 2, concrete 1, prestressed reinforcement 3, construction reinforcement 4 and bolt connecting hole 5. The I-shaped steel 2 and the concrete 1 are main materials, the structural steel bars 4 are bound inside a beam, prestressed steel bars 3 are arranged at the bottom of the beam by adopting a post-tensioning method, the concrete 1 is used for pouring, when the concrete 1 is poured, part of the I-shaped steel 2 is leaked from two ends of the beam, and the bolt connecting holes 5 are reserved on the beam so as to be conveniently connected and used at the joints of the structure.
While the principles and embodiments of this invention have been described in detail using specific examples, it should be understood that various changes and modifications can be made by one skilled in the art without departing from the principles of the invention and these changes and modifications are within the scope of the invention as defined by the appended claims.

Claims (1)

1. The prefabricated roof combined beam connected by the bolts is characterized in that I-shaped steel (2) and concrete (1) are main materials, reinforcing steel bars (4) are bound inside the beam, prestressed reinforcing steel bars (3) are arranged at the bottom by a post-tensioning method, and when the concrete (1) is poured, part of the I-shaped steel (2) is leaked from two ends of the beam, and bolt connecting holes (5) are reserved on the beam.
CN201920289449.2U 2019-03-07 2019-03-07 Bolt-connected roof prefabricated combination beam Expired - Fee Related CN209990016U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920289449.2U CN209990016U (en) 2019-03-07 2019-03-07 Bolt-connected roof prefabricated combination beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920289449.2U CN209990016U (en) 2019-03-07 2019-03-07 Bolt-connected roof prefabricated combination beam

Publications (1)

Publication Number Publication Date
CN209990016U true CN209990016U (en) 2020-01-24

Family

ID=69289032

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920289449.2U Expired - Fee Related CN209990016U (en) 2019-03-07 2019-03-07 Bolt-connected roof prefabricated combination beam

Country Status (1)

Country Link
CN (1) CN209990016U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112726956A (en) * 2020-12-30 2021-04-30 深圳市市政设计研究院有限公司 Prestressed corrugated steel web-concrete composite beam and construction method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112726956A (en) * 2020-12-30 2021-04-30 深圳市市政设计研究院有限公司 Prestressed corrugated steel web-concrete composite beam and construction method thereof

Similar Documents

Publication Publication Date Title
AU2020101918A4 (en) Fabricated beam-to-column joint and construction method
CN108252424B (en) Connecting structure and method between prefabricated steel reinforced concrete columns
CN108301561A (en) A kind of connection structure of assembly concrete-filled steel tube shaft
CN106869315A (en) Concrete-filled steel tubular frame and its construction method with presstressed reinforcing steel
CN109056506A (en) Plug-in type post-tensioning prestressing without bondn section assembling concrete pier of steel tube
CN108755964B (en) Partially prefabricated assembly type steel concrete mixing column and construction method
CN109024915B (en) PVC-FRP pipe constraint steel reinforced concrete column-reinforced concrete beam L-shaped node
CN212773147U (en) Prefabricated assembly part outsourcing honeycomb steel-concrete combination beam
CN208056422U (en) A kind of profiled sheet-raw bamboo-concrete combined floor
CN210216126U (en) Pier connection structure is assembled in prefabricated section of cutting
CN209990016U (en) Bolt-connected roof prefabricated combination beam
CN212336419U (en) Assembled composite wall based on steel pipe
CN110485563B (en) Post-tensioning method prestress assembly type concrete frame beam column dry type connection node
CN108374516A (en) A kind of profiled sheet-raw bamboo-concrete combined floor and its manufacturing method
CN109989478A (en) A kind of precast prestressed concrete frame structure
CN108103925B (en) Assembled hollow steel tube constraint reinforced concrete column short pier
CN108643350A (en) A kind of prefabricated assembled concrete continuous beam is bolted dry type node
CN204608975U (en) A kind of prefabricated assembled profile steel concrete column-steel girder frame structural system
CN210976066U (en) Post-tensioning prestressing force assembled concrete frame beam column trunk type connecting joint
CN107762071B (en) Prefabricated reinforcement cage structure, pouring structure body and structure body construction method
CN112523380A (en) Fire wall is assembled in combination of ultra high performance concrete and foam concrete
CN206928517U (en) Fiber reinforcement steel core concrete column and combinations thereof post
CN219411348U (en) Precast column and precast beam connected node
CN213296879U (en) Take T shaped steel spare to connect prefabricated plate partial outsourcing honeycomb steel composite beam
CN212613017U (en) Assembled lotus root beam column prestressing force node structure

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: 20200124

Termination date: 20210307

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