CN110185203A - A kind of straight groove shape component of assembled architecture reinforcing bar connection - Google Patents
A kind of straight groove shape component of assembled architecture reinforcing bar connection Download PDFInfo
- Publication number
- CN110185203A CN110185203A CN201910579549.3A CN201910579549A CN110185203A CN 110185203 A CN110185203 A CN 110185203A CN 201910579549 A CN201910579549 A CN 201910579549A CN 110185203 A CN110185203 A CN 110185203A
- Authority
- CN
- China
- Prior art keywords
- steel
- channel steel
- port
- reinforcing bar
- blocks
- 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.)
- Withdrawn
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
Abstract
The present invention provides a kind of straight groove shape component of assembled architecture reinforcing bar connection, it is characterised in that the straight groove shape component blocks steel by channel steel and channel steel port and screw eyelet forms；The channel steel width is greater than 60mm, and the height of channel steel wall is greater than 40mm；The channel steel port blocks the two-port that steel blocks channel steel；The channel steel port blocks the screw eyelet that reinforcing bar connection is drilled in steel.
Description
Technical field
The present invention relates to a kind of frame structure assembled architecture systems technologies, and in particular to a kind of assembled architecture reinforcing bar company
The straight groove shape component connect.
Background technique
Steel reinforced concrete assembling frame structure is the difficult point that assembled architecture technology needs to be captured, assembled architecture PC structure
The connector of part reinforcing bar seriously affects structure safety and link cost；Assembled architecture is widelyd popularize to promote adjustment to build in China
The industrial structure, improves construction quality, and Accelerating The Construction speed realizes energy conservation and environmental protection and promotes building science and technology progress；But steel
The assembled architecture of tendon concrete frame structure system is used widely not yet, the most commonly used is using common laminated floor slab and
T plate superstructure technology；Again since the overlapping of the bean column node of reinforced concrete frame structure assembled architecture, beam and floor is formed
Connection method with member reinforcing steel bar does not solve very well, and the original intention for causing country to reduce project cost is not carried out, and makes instead
Valence increases, and earth-free gas seriously constrains assembled architecture industry development.
Such as a kind of " assembled architecture cavity floor " Authorization Notice No. CN106381951B of the present inventor, solves assembly
The weight of formula building floor, the overlarge area of floor member, transport and construction hoisting, assembled architecture cavity floor and girder
Flexible connection problem is laid a good foundation for assembled architecture floor.
Again in order to realize that assembled architecture component is rigidly connected, " a kind of prefabricated convex beam " of inventor, authorization
Notification number CN208777555U changes the structure type of girder, traditional square beam and wide-flat beam is combined into convex beam, both
Beam slab laminated form is solved, and realizes overlapping in the state of rigid connection or flexible connection assembled architecture beam and plate
Height is preferably minimized, and makes the structure innovation of reinforced concrete frame structure assembled architecture, has stepped a crucial step.
And for the change for realizing reinforced concrete frame structure assembled architecture bean column node, a kind of " band of inventor
Prefabricated reinforced concrete support building ", application No. is 201811424448.0；Strong column and weak beam, column are really reached from structural principle
The elongated column of form carries out the rigid connection of support and beam from beam negative bending moment point；Dream of the beam column without node is realized, solves steel
World architecture problem of the tendon concrete frame structure assembled architecture beam column without node；Gradually form steel reinforced concrete assembling frame
Frame structural system technology can be with since the present inventor solves beam and the key technology of floor laminated form and beam column without node
In current assembled architecture, it should using the building of assembling frame structural system, be cut from loaded down with trivial details and expensive assembled
It saves and comes out in power wall construction system, project cost is also made to decline 20% or more；But the reinforcing bar of each component of assembled connects,
The connection type of the prior art can only be used, such as: reinforcing bar binding connection, welding, screw socket mechanical connection, outer sleeve grouting connect
It connects；Standard requirements are not achieved in binding connection and welding in these methods；Screw socket is mechanically connected because of two fixed member reinforcing steel bars
Connection can not be rotated；Outer sleeve grouting connection, since outer sleeve volume is big, connects in addition to very loaded down with trivial details and cost is extra-high without reinforcing bar
The space connect, reinforcing bar can not connect.
Currently, the assembled architecture systems technology of reinforced concrete frame structure is initiated gradually perfect by the present inventor, it is
It is further formed systems technology system, a kind of straight groove shape component of assembled architecture reinforcing bar connection is studied, reaches assembled
Building PC member reinforcing steel bar connection is simple, connection is safe and reliable, economy is best, has become steel reinforced concrete assembling frame knot
The urgent need of systems technology field innovation is built in building.
Summary of the invention
It is an object of the invention in fabricated construction systems technology, emphasis solution framework structural bearings fulcrum and convex beam
Between, between convex beam and cavity board member, connecting method for reinforcing bars and interface unit between cavity board member and cavity board member
Problem upgrades existing assembled arthitecutral structure technology shifts；The straight groove shape structure connected using a kind of assembled architecture reinforcing bar
Part reaches the rebar connecting technology for optimizing existing assembled architecture PC component, overcomes the reinforcing bar of existing assembled architecture PC component
A series of defects existing for connection method and interface unit.
Technical scheme is as follows, a kind of straight groove shape component of assembled architecture reinforcing bar connection, it is characterised in that
The straight groove shape component blocks steel by channel steel and channel steel port and screw eyelet forms；The channel steel width is greater than 60mm,
The height of channel steel wall is greater than 40mm；The channel steel port blocks the two-port that steel blocks channel steel；The channel steel port blocks in steel
It is drilled with the screw eyelet of reinforcing bar connection.
Another preferred embodiment of the invention is that the wall thickness of the channel steel is greater than 4mm.
Another preferred embodiment of the invention is that the channel steel port blocks steel in Qian shape steel, two vertical edges of Qian shape steel with
The welding of channel steel two side wall panels；The Qian shape steel sole plate inner wall is arranged sheet steel and welds, and enhancing channel steel port blocks the stiffness of steel.
Another preferred embodiment of the invention is that the channel steel port blocks steel by the two side wall panels and channel steel of channel steel itself
Bottom plate is made.
Another preferred embodiment of the invention is that the channel steel port closure steel is to cut the bicker of channel steel both ends, channel steel both ends
Mouth is divided into the bottom plate of two side wall panels and channel steel；The channel steel bottom plate 90 ° of bending into channel steel；The channel steel two side wall panels are rolled in opposite directions
Curved 90 °, combination forms channel steel port and blocks steel.
Another preferred embodiment of the invention is that the channel steel port blocks the screw eyelet that connection reinforcing bar is drilled in steel.
A kind of straight groove shape component of assembled architecture reinforcing bar connection of the invention, is the base in Architectural Structure Design drawing
On plinth, column, beam, floor, support, the wall of building will be formed in overall construction design drawing, resolve into several PC components, factory presses
The PC component tissue of decomposition is produced into the PC component of required specifications and models, PC component is transported to engineering site, using the present invention
A kind of straight groove shape component of assembled architecture reinforcing bar connection of application, the reinforcing bar connection of main PC component.
Detailed description of the invention
Fig. 1 is that implementation example figure is cut in straight groove shape component channel steel port of the invention.
Fig. 2 is that straight groove shape component channel steel port closure steel of the invention directly blocks implementation example figure.
Specific embodiment:
The present invention is further described with reference to the accompanying drawing.
Fig. 1 is that implementation example figure is cut in straight groove shape component channel steel port of the invention, when the present invention is implemented；According to being connected
The pulling force that the PC member reinforcing steel bar connect is born, to determine the size of 1 sectional area of channel steel；Channel steel 1 is by bottom plate A1 and two sidewalls A2 group
At 1 volume production of channel steel of selection is cut into required specification；Along the bottom plate A1 of the side side wall A2 cutting channel steel 1, the bottom of channel steel 1 is cut
The depth A61 of the cutting mouth A6 of plate A1, cutting mouth A6；To three blocks of conjuncted plates of formation after the two ends cutting of channel steel 1, it may be assumed that one
The conjuncted bottom plate A11 of block and two pieces of conjuncted sidewall paneling A22.
Fig. 2 is that straight groove shape component channel steel port closure steel of the invention directly blocks implementation example figure, when the present invention is implemented；
According to the pulling force that the PC member reinforcing steel bar to be connected is born, to determine the size of channel cross-section product；Channel steel is by bottom plate A1 and two
Side wall A2 composition, is cut into required specification for the channel steel volume production of selection；It is discrete that two angles of channel steel are cut into channel steel port
Channel steel bottom plate A11 and channel steel two side wall panels A22；First by channel steel bottom plate A11 into channel steel 90 ° of bending；Then again by channel steel two sides
90 ° of the opposite bending of siding adjusts two angle depths of cut of channel steel, to control the length of channel steel two side wall panels A22, channel steel two sides
It is optimum Cutting depth that the vertex of two side wall panels, which is overlapped, after 90 ° of the opposite bending of siding；From channel steel bottom plate A11 bending into channel steel
90 °, 90 ° of the opposite bending of channel steel two side wall panels A22 is combined into channel steel two ends port and blocks steel, according to stress and bending
Precision, come determine channel steel bottom plate A11 and channel steel two side wall panels A22 and channel steel main body whether reinforcement of weld；Channel steel bottom plate A11 and
Channel steel two side wall panels A22 bending is impossible to reach the codes and standards at right angle, after bending, places steel mold in channel steel, then
In the channel steel being bent over, both ends are shaped to right angle with heavy press machine or air hammering blow again.Thereafter it is being combined into channel steel port
The screw eyelet of connection PC member reinforcing steel bar connection needed for boring in steel is blocked, required connection is two pieces of floor bars A3 and A4 point adjacent
The cap nut A31 and cap nut of connected adjacent two pieces of floor bars A3 and A4 Cha Ru not be screwed respectively in straight groove shape component
A41。
Finally it should be noted that: the above embodiments are merely illustrative of the technical scheme of the present invention and are not intended to be limiting thereof, to the greatest extent
Invention is explained in detail referring to above-described embodiment for pipe, it should be understood by a person of ordinary skill in the art that still
Can be with modifications or equivalent substitutions are made to specific embodiments of the invention, and end is detached from any of spirit and scope of the invention
Modification or equivalent replacement, are intended to be within the scope of the claims of the invention.
Claims (6)
1. a kind of straight groove shape component of assembled architecture reinforcing bar connection, it is characterised in that the straight groove shape component by channel steel and
Channel steel port blocks steel and screw eyelet forms；The channel steel width is greater than 60mm, and the height of channel steel wall is greater than 40mm；It is described
Channel steel port blocks the two-port that steel blocks channel steel；The channel steel port blocks the screw eyelet that reinforcing bar connection is prefabricated in steel.
2. a kind of straight groove shape component of assembled architecture reinforcing bar connection according to claim 1, it is characterised in that described
The wall thickness of channel steel is greater than 4mm.
3. a kind of straight groove shape component of assembled architecture reinforcing bar connection according to claim 1, it is characterised in that described
It is in Qian shape steel that channel steel port, which blocks steel, and two vertical edges of Qian shape steel and channel steel two side wall panels are welded；In the Qian shape steel sole plate
Wall setting sheet steel is simultaneously welded, and enhancing channel steel port blocks the stiffness of steel.
4. a kind of straight groove shape component of assembled architecture reinforcing bar connection according to claim 1, it is characterised in that described
Channel steel port blocks steel and is made by the two side wall panels of channel steel itself and the bottom plate of channel steel.
5. a kind of straight groove shape component of assembled architecture reinforcing bar connection according to claim 1, the channel steel port envelope
Stifled steel is to cut the bicker of channel steel both ends, and channel steel two-port is divided into the bottom plate of two side wall panels and channel steel；The channel steel bottom plate is to slot
90 ° of bending in steel；Opposite 90 ° of bending of the channel steel two side wall panels, combination form channel steel port and block steel.
6. channel steel port according to claim 5 blocks steel, it is characterised in that channel steel port blocks in steel and is drilled with connection steel
The screw eyelet of muscle.
Priority Applications (6)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911289944.4A CN110984477A (en) | 2019-06-28 | 2019-06-28 | Straight groove-shaped component connected by assembly type construction steel bars |
| CN201911290007.0A CN110984478A (en) | 2019-06-28 | 2019-06-28 | Straight groove-shaped component connected by assembly type construction steel bars |
| CN201911289856.4A CN110984474A (en) | 2019-06-28 | 2019-06-28 | Straight groove-shaped component connected by assembly type construction steel bars |
| CN201911289883.1A CN110984476A (en) | 2019-06-28 | 2019-06-28 | Straight groove-shaped component connected by assembly type construction steel bars |
| CN201910579549.3A CN110185203A (en) | 2019-06-28 | 2019-06-28 | A kind of straight groove shape component of assembled architecture reinforcing bar connection |
| CN201911289858.3A CN110984475A (en) | 2019-06-28 | 2019-06-28 | Straight groove-shaped component connected by assembly type construction steel bars |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910579549.3A CN110185203A (en) | 2019-06-28 | 2019-06-28 | A kind of straight groove shape component of assembled architecture reinforcing bar connection |
Related Child Applications (5)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201911290007.0A Division CN110984478A (en) | 2019-06-28 | 2019-06-28 | Straight groove-shaped component connected by assembly type construction steel bars |
| CN201911289858.3A Division CN110984475A (en) | 2019-06-28 | 2019-06-28 | Straight groove-shaped component connected by assembly type construction steel bars |
| CN201911289944.4A Division CN110984477A (en) | 2019-06-28 | 2019-06-28 | Straight groove-shaped component connected by assembly type construction steel bars |
| CN201911289883.1A Division CN110984476A (en) | 2019-06-28 | 2019-06-28 | Straight groove-shaped component connected by assembly type construction steel bars |
| CN201911289856.4A Division CN110984474A (en) | 2019-06-28 | 2019-06-28 | Straight groove-shaped component connected by assembly type construction steel bars |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110185203A true CN110185203A (en) | 2019-08-30 |
Family
ID=67724315
Family Applications (6)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201911289858.3A Withdrawn CN110984475A (en) | 2019-06-28 | 2019-06-28 | Straight groove-shaped component connected by assembly type construction steel bars |
| CN201911289944.4A Pending CN110984477A (en) | 2019-06-28 | 2019-06-28 | Straight groove-shaped component connected by assembly type construction steel bars |
| CN201910579549.3A Withdrawn CN110185203A (en) | 2019-06-28 | 2019-06-28 | A kind of straight groove shape component of assembled architecture reinforcing bar connection |
| CN201911289856.4A Withdrawn CN110984474A (en) | 2019-06-28 | 2019-06-28 | Straight groove-shaped component connected by assembly type construction steel bars |
| CN201911290007.0A Pending CN110984478A (en) | 2019-06-28 | 2019-06-28 | Straight groove-shaped component connected by assembly type construction steel bars |
| CN201911289883.1A Withdrawn CN110984476A (en) | 2019-06-28 | 2019-06-28 | Straight groove-shaped component connected by assembly type construction steel bars |
Family Applications Before (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201911289858.3A Withdrawn CN110984475A (en) | 2019-06-28 | 2019-06-28 | Straight groove-shaped component connected by assembly type construction steel bars |
| CN201911289944.4A Pending CN110984477A (en) | 2019-06-28 | 2019-06-28 | Straight groove-shaped component connected by assembly type construction steel bars |
Family Applications After (3)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201911289856.4A Withdrawn CN110984474A (en) | 2019-06-28 | 2019-06-28 | Straight groove-shaped component connected by assembly type construction steel bars |
| CN201911290007.0A Pending CN110984478A (en) | 2019-06-28 | 2019-06-28 | Straight groove-shaped component connected by assembly type construction steel bars |
| CN201911289883.1A Withdrawn CN110984476A (en) | 2019-06-28 | 2019-06-28 | Straight groove-shaped component connected by assembly type construction steel bars |
Country Status (1)
| Country | Link |
|---|---|
| CN (6) | CN110984475A (en) |
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| DE2700076A1 (en) * | 1977-01-03 | 1978-07-13 | Kirk Jun | Flat plaster board building panel - has V-section grooves whose surfaces are coated with adhesive to allow folding and fixing of spacer flanges |
| JPH07197601A (en) * | 1993-12-29 | 1995-08-01 | Daiwa House Ind Co Ltd | Filter flow-out prevention jig of reinforcement jig and reinforcement joints with the jig |
| JPH11166297A (en) * | 1997-12-02 | 1999-06-22 | Shunnan Kasei Kk | Reinforcing bar holding member |
| NL1025942C2 (en) * | 2004-04-14 | 2005-10-17 | Ingbureaugruenbauer B V | Concrete floor construction method, uses reinforcing bars with wedges for inserting into cavities in ends of top hat Q beams |
| CN101100888B (en) * | 2007-06-06 | 2010-05-19 | 广州大学 | Steel frame beam node connecting structure for rectangular steel pipe column |
| KR101423922B1 (en) * | 2011-11-04 | 2014-07-29 | 주식회사 대흥미래기술 | Coupler |
| CN103132656B (en) * | 2013-02-19 | 2015-05-06 | 东南大学 | Connecting structure for vertical reinforcement bars of prefabricated wall parts |
| CN103214164A (en) * | 2013-04-19 | 2013-07-24 | 浙江华尔绝热科技有限公司 | Mold box production process |
| FR3017147B1 (en) * | 2014-02-03 | 2016-02-05 | Fimurex | BOX FOR WAITING BOX AND WAITING BOX PROVIDED WITH SUCH A CAISSON |
| CN104074314B (en) * | 2014-07-17 | 2016-06-01 | 长沙远大住宅工业集团有限公司 | Precast wall panel bury shearing shearkey box and working method thereof in advance |
| CN206245471U (en) * | 2016-10-28 | 2017-06-13 | 湖南大学 | A kind of dismountable assembled steel reinforced concrete column splices node with post |
| CN107338911A (en) * | 2016-11-22 | 2017-11-10 | 湖南远大工程设计有限公司 | Precast shear wall steel bar connecting joints |
| CN107338871A (en) * | 2016-11-22 | 2017-11-10 | 湖南远大工程设计有限公司 | Precast concrete box connection component |
| CN206432673U (en) * | 2016-12-16 | 2017-08-22 | 上海市政工程设计研究总院（集团）有限公司 | Annular ground magazine |
| CN206737141U (en) * | 2017-04-14 | 2017-12-12 | 李凯伦 | A kind of bolt connection assembled integral node |
| CN206737271U (en) * | 2017-04-27 | 2017-12-12 | 李聪 | A kind of a chain of bar connecting of bolt is buckled |
| CN206971407U (en) * | 2017-05-31 | 2018-02-06 | 中建六局安装工程有限公司 | Steel pipe congruent post and concrete beam reinforcing attachment means |
| CN206873769U (en) * | 2017-06-21 | 2018-01-12 | 裴碧峰 | A kind of U-shaped body reinforcing bar connector |
| CN107355008B (en) * | 2017-09-01 | 2023-04-28 | 广州建筑产业开发有限公司 | Prefabricated connection structure and method for newly added concrete filled steel tubular column and existing structure |
| CN109339344A (en) * | 2018-10-10 | 2019-02-15 | 湖南大学 | A kind of high level assembly concrete shear wall structure boxlike connection structure and method |
| CN109403551A (en) * | 2018-10-24 | 2019-03-01 | 远大住宅工业（上海）有限公司 | A kind of connection box and its processing method |
| CN109356288B (en) * | 2018-11-26 | 2023-09-05 | 贵州建工集团有限公司 | Node connection method of box type regional constraint assembled frame |
-
2019
- 2019-06-28 CN CN201911289858.3A patent/CN110984475A/en not_active Withdrawn
- 2019-06-28 CN CN201911289944.4A patent/CN110984477A/en active Pending
- 2019-06-28 CN CN201910579549.3A patent/CN110185203A/en not_active Withdrawn
- 2019-06-28 CN CN201911289856.4A patent/CN110984474A/en not_active Withdrawn
- 2019-06-28 CN CN201911290007.0A patent/CN110984478A/en active Pending
- 2019-06-28 CN CN201911289883.1A patent/CN110984476A/en not_active Withdrawn
Also Published As
| Publication number | Publication date |
|---|---|
| CN110984477A (en) | 2020-04-10 |
| CN110984475A (en) | 2020-04-10 |
| CN110984478A (en) | 2020-04-10 |
| CN110984476A (en) | 2020-04-10 |
| CN110984474A (en) | 2020-04-10 |
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| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20190830 |