CN110306730A - The triangular member production method of monomer reinforcing bar connection - Google Patents
The triangular member production method of monomer reinforcing bar connection Download PDFInfo
- Publication number
- CN110306730A CN110306730A CN201910579578.XA CN201910579578A CN110306730A CN 110306730 A CN110306730 A CN 110306730A CN 201910579578 A CN201910579578 A CN 201910579578A CN 110306730 A CN110306730 A CN 110306730A
- Authority
- CN
- China
- Prior art keywords
- steel
- reinforcing bar
- triangle
- steel plate
- monomer
- 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.)
- Pending
Links
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 the triangular member production method of monomer reinforcing bar connection, it is characterised in that the triangular member of monomer reinforcing bar connection is formed by triangle steel and junction steel plate；Connection for prefabricated member monomer reinforcing bar.Triangle steel two-port is cut along the truncation of any surface side, the depth that the triangle steel two ends truncation is cut is the disjunctor steel plate of triangle steel；With the bending into triangle steel by disjunctor steel plate of bending machinery；Thereafter the disjunctor steel plate of triangle steel is formed under the action of stamping hammer or press machine, forms right angle junction steel plate；The eyelet center of monomer reinforcing bar connection is moved on forming right angle junction steel plate and in triangle steel angle.
Description
Technical field
The present invention relates to a kind of assembled architecture systems technologies, and in particular to the triangular member production of monomer reinforcing bar connection
Method.
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, the triangular member production method of research monomer reinforcing bar connection reaches assembled architecture
The connection of PC member reinforcing steel bar is simple, connection is safe and reliable, economy is best, has become steel reinforced concrete assembling frame structure and builds
Build the urgent need of systems technology field innovation.
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 triangular member production method connected using monomer reinforcing bar, is reached
To the rebar connecting technology for optimizing existing assembled architecture PC component, the reinforcing bar connection side of existing assembled architecture PC component is overcome
A series of defects existing for method and interface unit.
Technical scheme is as follows, the triangular member production method of monomer reinforcing bar connection, it is characterised in that monomer
The triangular member of reinforcing bar connection is formed by triangle steel and junction steel plate；Connection for prefabricated member monomer reinforcing bar.
First step: the triangle steel is equilateral steel, and hem width is greater than 40mm；By triangle steel two-port along any surface side
Truncation is cut, and the depth that the triangle steel two ends truncation is cut is the side length of triangle steel.
Second step: it will first be cut open the disjunctor steel plate at the angle of triangle steel two ends；With bending machinery by disjunctor steel plate
The bending into triangle steel；
Third step: positioning and holding square tubular column internal model in triangle steel thereafter, will under the action of stamping hammer or press machine
The disjunctor steel plate of triangle steel is formed, and right angle junction steel plate is formed；
Four steps: it forms in right angle junction steel plate the eyelet for boring the connection of monomer reinforcing bar and welds triangle steel and disjunctor steel plate
Joint gap forms the triangular member of monomer reinforcing bar connection.
Another preferred embodiment of the invention is that the disjunctor steel plate eyelet of the triangular member protrudes into connected reinforcing bar, is pinched
Tight nut, realization are linked and packed the connection of formula member reinforcing steel bar with triangular member.
Another preferred embodiment of the invention is that the eyelet central point of the monomer reinforcing bar connection bores on right angle junction steel plate,
Eyelet central point is to triangular member angle bias internal.
The triangular member production method of monomer reinforcing bar connection of the invention, is on the basis of Architectural Structure Design drawing
On, column, beam, floor, support, the wall of building being formed in overall construction design drawing, resolving into several PC components, factory, which presses, to be divided
The PC component tissue of solution is produced into the PC component of required specifications and models, PC component is transported to engineering site, using Shen of the present invention
The triangular member production method of monomer reinforcing bar connection please, the reinforcing bar connection of main PC component.
Detailed description of the invention
Fig. 1 is that implementation example figure is cut in triangle component port of the invention.
Fig. 2 is triangle reinforcing bar connecting elements implementation example figure of the invention.
Specific embodiment:
The present invention is further described with reference to the accompanying drawing.
Fig. 1 is that implementation example figure is cut in triangle component port of the invention, when the present invention is implemented；According to what is connected
The pulling force that PC member reinforcing steel bar is born, to determine the size of triangle component B1 sectional area；The two sides of triangle component B1
The triangle component B1 volume production of selection is cut into required specification by wall B2；Along the angle of the side side wall B2 cutting triangle component
Portion B3, cutting mouth B31, the depth B 32 of cutting mouth；To two blocks of conjuncted plates of formation after the cutting of triangle component B1 two ends
B21 and B22.
Fig. 1 is triangle reinforcing bar connecting elements implementation example figure of the invention, when the present invention is implemented；According to what is connected
The pulling force that member reinforcing steel bar is born, to determine that size and the triangle steel hem width degree of triangular-section product are greater than 40mm；It will choose
Triangular steel plate volume production be cut into required specification；Triangle steel is equilateral triangle steel B2 or scalene triangle steel, by three
The two ends of angular B1 cut to form two pieces of disjunctor steel plates B21 and B22；Two pieces are formed by cutting at the angle of triangle steel two ends
When disjunctor steel plate, along triangular steel plate inner plane cut, necessarily have one piece narrow disjunctor steel plate B21 and another piece of wide company
Body steel plate B22, width difference are triangle steel thickness；In order to ensure triangle reinforcing bar connecting elements bears pulling force, triangle
The depth that the angle of shape steel two ends is cut is greater than triangle steel hem width degree；First by one piece narrow of disjunctor steel plate B21 elder generation bending, so
Afterwards by another piece wide of disjunctor steel plate B22 bending again, bending is impossible to reach the codes and standards at right angle, is put in triangle steel
Steel mold is set, then the triangle steel both ends after being bent over are shaped to right angle with heavy press machine or air hammering blow；Check two
Block disjunctor steel plate is bent into the combination gap of the disjunctor steel plate at right angle into triangle steel and is welded；Disjunctor steel plate respectively to
Right angle is bent into triangle steel, triangle steel end constitutes quadrangle disjunctor steel plate and drill steel muscle connects eyelet, in eyelet
Penetrate required reinforcing bar B4 and B5, screwing screw cap B41 and B51；On the four side another both sides of disjunctor steel plate along triangle steel length direction
Steel reinforcing triangle steel is connected between reinforcing or exterior angle B11 and B12；Disjunctor when to further prevent triangle steel end tension
Steel plate deformed；In drill steel muscle connecting hole；The center of reinforcing bar connecting hole as far as possible toward the triangle of four side disjunctor steel plates
It is moved in steel angle, disjunctor steel plate deformed when preventing triangle steel end tension.
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 (3)
1. the triangular member production method of monomer reinforcing bar connection, it is characterised in that the triangular member of monomer reinforcing bar connection is by three
Angular steel and junction steel plate form；Connection for prefabricated member monomer reinforcing bar；
First step: the triangle steel is equilateral steel, and hem width is greater than 40mm；By triangle steel two-port along any surface side
Truncation is cut, and the depth that the triangle steel two ends truncation is cut is the side length of triangle steel；
Second step: it will first be cut open the disjunctor steel plate at the angle of triangle steel two ends；With bending machinery by disjunctor steel plate
The bending into triangle steel；
Third step: positioning and holding square tubular column internal model in triangle steel thereafter, will under the action of stamping hammer or press machine
The disjunctor steel plate of triangle steel is formed, and right angle junction steel plate is formed；
Four steps: it forms in right angle junction steel plate the eyelet for boring the connection of monomer reinforcing bar and welds triangle steel and disjunctor steel plate
Joint gap forms the triangular member of monomer reinforcing bar connection.
2. the triangular member production method of monomer reinforcing bar connection according to claim 1, it is characterised in that the triangle
The disjunctor steel plate eyelet of shape component protrudes into connected reinforcing bar, clutches nut, and realization is linked and packed formula component with triangular member
The connection of reinforcing bar.
3. the triangular member production method of monomer reinforcing bar connection according to claim 1, it is characterised in that the monomer
The eyelet central point of reinforcing bar connection bores on right angle junction steel plate, and eyelet central point is to triangular member angle bias internal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910579578.XA CN110306730A (en) | 2019-06-28 | 2019-06-28 | The triangular member production method of monomer reinforcing bar connection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910579578.XA CN110306730A (en) | 2019-06-28 | 2019-06-28 | The triangular member production method of monomer reinforcing bar connection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110306730A true CN110306730A (en) | 2019-10-08 |
Family
ID=68077950
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910579578.XA Pending CN110306730A (en) | 2019-06-28 | 2019-06-28 | The triangular member production method of monomer reinforcing bar connection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110306730A (en) |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4499645A (en) * | 1983-05-16 | 1985-02-19 | Kone Oy | Procedure for manufacturing a roof element |
| FR2808543A1 (en) * | 2000-05-04 | 2001-11-09 | Pierre Monetta | Shuttering element for raising level of wall with concrete is made from folded sheet cardboard or plastic with supports for reinforcing rods |
| JP2004353428A (en) * | 2003-05-26 | 2004-12-16 | Yukio Yamazaki | Foldable plastic spacer |
| CN101592174A (en) * | 2009-06-30 | 2009-12-02 | 航天东方红卫星有限公司 | A kind of automatic locked folding rod piece connector |
| CN102139436A (en) * | 2010-01-29 | 2011-08-03 | 江苏白雪电器股份有限公司 | Method for machining metal protective cover |
| CN104074314A (en) * | 2014-07-17 | 2014-10-01 | 长沙远大住宅工业集团有限公司 | Pre-buried shear key connector box for precast facade panel and machining method of pre-buried shear key connector box |
| CN106760515A (en) * | 2016-12-26 | 2017-05-31 | 田作民 | One kind building support bracket corner lockset and preparation method thereof |
| CN107781267A (en) * | 2016-08-31 | 2018-03-09 | 泗阳德福来五金制品有限公司 | A kind of connector and its preparation method and application |
| CN108996391A (en) * | 2017-06-06 | 2018-12-14 | 五冶集团上海有限公司 | A kind of device and preparation method thereof for the lifting of FS composite thermal-insulating exterior formwork |
| 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 |
-
2019
- 2019-06-28 CN CN201910579578.XA patent/CN110306730A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4499645A (en) * | 1983-05-16 | 1985-02-19 | Kone Oy | Procedure for manufacturing a roof element |
| FR2808543A1 (en) * | 2000-05-04 | 2001-11-09 | Pierre Monetta | Shuttering element for raising level of wall with concrete is made from folded sheet cardboard or plastic with supports for reinforcing rods |
| JP2004353428A (en) * | 2003-05-26 | 2004-12-16 | Yukio Yamazaki | Foldable plastic spacer |
| CN101592174A (en) * | 2009-06-30 | 2009-12-02 | 航天东方红卫星有限公司 | A kind of automatic locked folding rod piece connector |
| CN102139436A (en) * | 2010-01-29 | 2011-08-03 | 江苏白雪电器股份有限公司 | Method for machining metal protective cover |
| CN104074314A (en) * | 2014-07-17 | 2014-10-01 | 长沙远大住宅工业集团有限公司 | Pre-buried shear key connector box for precast facade panel and machining method of pre-buried shear key connector box |
| CN107781267A (en) * | 2016-08-31 | 2018-03-09 | 泗阳德福来五金制品有限公司 | A kind of connector and its preparation method and application |
| CN106760515A (en) * | 2016-12-26 | 2017-05-31 | 田作民 | One kind building support bracket corner lockset and preparation method thereof |
| CN108996391A (en) * | 2017-06-06 | 2018-12-14 | 五冶集团上海有限公司 | A kind of device and preparation method thereof for the lifting of FS composite thermal-insulating exterior formwork |
| 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 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204418389U (en) | A kind of concrete-filled steel square tubular column and i shaped steel beam end plate embedded connecting structure | |
| CN110306730A (en) | The triangular member production method of monomer reinforcing bar connection | |
| CN216340233U (en) | Light gauge steel fills wall body and steel-pipe column fast-assembling connection structure | |
| CN209837289U (en) | T-shaped arc plate external reinforcement round steel pipe column-H-shaped steel beam connecting node structure | |
| CN110185204A (en) | A kind of reinforcing bar connecting elements of triangle | |
| CN110284651B (en) | Connecting method for prefabricated frame floor slab reinforcing steel bars | |
| CN213978596U (en) | Thin-wall steel box concrete combined bridge tower | |
| CN211286292U (en) | Prefabricated cavity slab rib roof beam steel bar connection built-up member of assembled | |
| CN210530139U (en) | Assembled frame construction component reinforcing bar coupling assembling | |
| CN211899272U (en) | Triangular steel bar connecting component | |
| CN110185203A (en) | A kind of straight groove shape component of assembled architecture reinforcing bar connection | |
| CN110984372A (en) | Steel plate component for connecting frame structure support steel bar and beam steel bar | |
| CN202347665U (en) | Connection node constructional member of reinforced concrete beam and steel beam | |
| CN110284658A (en) | A kind of production method for the pocket member connecting cavity floor cross rib reinforcing bar | |
| CN110284591B (en) | Method for connecting main beam and structural support | |
| CN211285969U (en) | Hybrid connection component of structural support and main beam | |
| CN211421603U (en) | Prefabricated combination cast-in-place reinforced concrete assembled post | |
| CN110439140A (en) | A kind of modular assembly formula shear wall structure and its construction method | |
| CN211775107U (en) | Prefabricated post structure of assembled | |
| CN219887175U (en) | Quick connecting structure for prefabricated parts of reinforced concrete structure | |
| CN113006279B (en) | Inorganic adhesive composite bamboo-wood structure middle beam-column connection node, frame structure and method | |
| CN214459575U (en) | Pier stud structure | |
| CN203514535U (en) | Industrialization fabricated column base node with energy consumption device | |
| CN211691078U (en) | Adopt assembled frame node of steel sheet hoop | |
| CN114164993B (en) | Beam and plate connecting structure based on groove-type UHPC splicing member and manufacturing method thereof |
Legal Events
| 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 | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20191008 |
|
| WD01 | Invention patent application deemed withdrawn after publication |