CN108979001A - A kind of steady type longitudinal bracing reinforcing bar system - Google Patents
A kind of steady type longitudinal bracing reinforcing bar system Download PDFInfo
- Publication number
- CN108979001A CN108979001A CN201810816324.0A CN201810816324A CN108979001A CN 108979001 A CN108979001 A CN 108979001A CN 201810816324 A CN201810816324 A CN 201810816324A CN 108979001 A CN108979001 A CN 108979001A
- Authority
- CN
- China
- Prior art keywords
- steel bars
- fixed steel
- distributing
- reinforcing bar
- bar
- 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
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses a kind of steady type longitudinal bracing reinforcing bar systems, including a plurality of spacer bar mechanisms, each spacer bar mechanism includes end template and a plurality of spacer bar units, each spacer bar unit includes two distributing bars, each spacer bar unit further includes plural fixed steel bars, when side view, the wave linear shape that distributing bar rises and falls in height, when main view, fixed steel bars are in the bridge shape of middle section protuberance, the raised position of fixed steel bars is respectively fixedly connected with across the lowest point position of distributing bar, the both ends of fixed steel bars on end template;In same left and right rectilinear direction and the plural fixed steel bars that are fixed on same end template are structure as a whole fixed steel bars;In same left and right rectilinear direction and it is fixed between adjacent two structure fixed steel bars on different end templates and is fixedly connected.The present invention compared to the prior art in crotch connector bonding strength it is high, it is easy to operate, save material, stabilized structure type.
Description
Technical field
The present invention relates to spacer bar, specially a kind of steady type longitudinal bracing reinforcing bar system.
Background technique
Armored concrete is often called reinforced concrete for short in engineering.Refer to by concrete be added steel mesh, steel plate or
Fiber and a kind of combined material constituted is worked together therewith to improve a kind of combined material of Concrete Mechanical Properties.To put more energy into
Concrete one of the most common type form.In pouring reinforcement concrete, first has to prepare end template, distributing bar is fixed on bottom
In template, then steel bar stress is fixed on distributing bar.In the prior art, by crotch connector from the bottom of end template
It reaches at the top of end template and wedged connecting structure reinforcing bar, crotch bottom is locked again, bonding strength is lower, complicated for operation.
Summary of the invention
The object of the present invention is to provide a kind of steady type longitudinal bracing reinforcing bar systems, compared to the prior art in crotch connect
Fitting bonding strength is high, easy to operate, saves material, in same left and right rectilinear direction and is fixed on same end template
A plural fixed steel bars are structure as a whole, and bonding strength is higher, and operation is simpler, are located in same left and right rectilinear direction and solid
It is fixedly connected due between adjacent two structure fixed steel bars on different end templates, the structure for improving whole system is steady
Curable type.
In order to achieve the above objectives, the technical solution adopted by the present invention is that: a kind of steady type longitudinal bracing reinforcing bar system, including
The a plurality of spacer bar mechanisms being sequentially arranged in left-right direction, each spacer bar mechanism include end template and along left and right
A plurality of spacer bar units that direction is sequentially arranged, each spacer bar unit include two construction steels of left and right arrangement
Muscle,
Wherein, each spacer bar unit further includes the plural fixed steel bars being sequentially arranged along the longitudinal direction, side
Apparent time, the wave linear shape that the distributing bar rises and falls in height, when main view, the fixed steel bars are in the bridge shape of middle section protuberance, institute
The raised position of fixed steel bars is stated across the lowest point position of the distributing bar, the both ends of the fixed steel bars are respectively fixedly connected with
In on the end template;
In same left and right rectilinear direction and the plural fixed steel bars that are fixed on same end template are structure as a whole
Fixed steel bars;
In same left and right rectilinear direction and it is fixed on adjacent two structure fixed steel bars on different end templates
Between be fixedly connected.
In above-mentioned technical proposal, two construction steels of the raised positions of the fixed steel bars across same spacer bar unit
The lowest point position of muscle.
In above-mentioned technical proposal, the part between two adjacent fixed steel bars of left and right is swelled upwards.
In above-mentioned technical proposal, the both ends of integral structure fixed steel bars be folded upward at with snap connection.
In above-mentioned technical proposal, the bottom interval distance setting of two distributing bars of same spacer bar unit, top
Weld together.
In above-mentioned technical proposal, it is bolted between the both ends of the fixed steel bars and the end template.
In above-mentioned technical proposal, the bolt is electronic bolt.
In above-mentioned technical proposal, two distributing bars are close to the position of bottom and two distributing bar top parts
Steel bar stress is not welded with it.
In above-mentioned technical proposal, the steel bar stress and the distributing bar bottom interval distance.
Due to the above technical solutions, the present invention has the following advantages over the prior art: disclosed by the invention steady
Curable type longitudinal bracing reinforcing bar system, compared to the prior art in crotch connector bonding strength it is high, it is easy to operate, save material
Material, in same left and right rectilinear direction and the plural fixed steel bars that are fixed on same end template are structure as a whole, and connect
Intensity is higher, and operation is simpler, in same left and right rectilinear direction and is fixed on adjacent two one on different end templates
It is fixedly connected between structure fixed steel bars, improves the stabilized structure type of whole system.
Detailed description of the invention
Fig. 1 is the main view of steady type longitudinal bracing reinforcing bar system (including an end template) in the present invention;
Fig. 2 is the main view of steady type longitudinal bracing reinforcing bar system (including two end templates) in the present invention;
Fig. 3 is the side view (not including end template and fixed steel bars) of steady type longitudinal bracing reinforcing bar system in the present invention;
Fig. 4 is the top view (not including distributing bar) of the steady type longitudinal bracing reinforcing bar system of concrete in the present invention.
Wherein, 10, end template;21, distributing bar;22, fixed steel bars;23, bolt;24, it buckles;31,32,33, stress
Reinforcing bar.
Specific embodiment
In conjunction with accompanying drawings and embodiments, the invention will be further described:
Embodiment one
Referring to Fig. 1 to Fig. 4, as shown in legend therein, a kind of steady type longitudinal bracing reinforcing bar system, including along right and left
To a plurality of spacer bar mechanisms being sequentially arranged, each spacer bar mechanism includes end template 10 and successively cloth in left-right direction
The a plurality of spacer bar units set, each spacer bar unit include two distributing bars 21 of left and right arrangement,
Wherein, each spacer bar unit further includes the plural fixed steel bars 22 being sequentially arranged along the longitudinal direction, side view
When, the wave linear shape that distributing bar 21 rises and falls in height, when main view, fixed steel bars 22 are in the bridge shape of middle section protuberance, fixed steel bars
22 raised position is respectively fixedly connected with across the lowest point position of distributing bar 21, the both ends of fixed steel bars 22 in end template 10
On;
In same left and right rectilinear direction and the plural fixed steel bars 22 that are fixed on same end template 10 are integrated
Structure fixed steel bars;
In same left and right rectilinear direction and it is fixed on the fixed steel of adjacent two structures on different end templates 10
It is fixedly connected between muscle.
In a kind of embodiment, two distributing bars of the raised positions of fixed steel bars 22 across same spacer bar unit
21 the lowest point position.
In a kind of embodiment, the part between two adjacent fixed steel bars 22 of left and right is swelled upwards.
In a kind of embodiment, the both ends of integral structure fixed steel bars are folded upward to connect with buckle 24.
In a kind of embodiment, the bottom interval distance setting of two distributing bars 21 of same spacer bar unit, top
Portion welds together.
In a kind of embodiment, connected between the both ends and end template 10 of fixed steel bars 22 by bolt 23.
In a kind of embodiment, bolt 23 is electronic bolt.
In a kind of embodiment, two distributing bars 21 weld respectively close to the position of bottom and two 21 tops of distributing bars
It is connected to steel bar stress 31,32,33.
In a kind of embodiment, steel bar stress 31,32 and 21 bottom interval distance of distributing bar.
The foregoing description of the disclosed embodiments enables those skilled in the art to implement or use the present invention.
Various modifications to these embodiments will be readily apparent to those skilled in the art, as defined herein
General Principle can be realized in other embodiments without departing from the spirit or scope of the present invention.Therefore, of the invention
It is not intended to be limited to the embodiments shown herein, and is to fit to and the principles and novel features disclosed herein phase one
The widest scope of cause.
Claims (9)
1. a kind of steady type longitudinal bracing reinforcing bar system, including a plurality of spacer bar mechanisms being sequentially arranged in left-right direction,
Each spacer bar mechanism includes end template and a plurality of spacer bar units being sequentially arranged in left-right direction, Mei Gesuo
Two distributing bars that spacer bar unit includes left and right arrangement are stated,
It is characterized in that, each spacer bar unit further includes the plural fixed steel bars being sequentially arranged along the longitudinal direction,
When side view, the wave linear shape that the distributing bar rises and falls in height, when main view, the fixed steel bars are in the bridge shape of middle section protuberance,
Across the lowest point position of the distributing bar, the both ends of the fixed steel bars are fixed respectively to be connected the raised position of the fixed steel bars
It is connected on the end template;
In same left and right rectilinear direction and the plural fixed steel bars that are fixed on same end template are structure as a whole fixation
Reinforcing bar;
In same left and right rectilinear direction and it is fixed between adjacent two structure fixed steel bars on different end templates
It is fixedly connected.
2. steady type longitudinal bracing reinforcing bar system according to claim 1, which is characterized in that the protuberance of the fixed steel bars
Position across same spacer bar unit two distributing bars the lowest point position.
3. steady type longitudinal bracing reinforcing bar system according to claim 1, which is characterized in that two adjacent fixations of left and right
It swells upwards part between reinforcing bar.
4. steady type longitudinal bracing reinforcing bar system according to claim 1, which is characterized in that integral structure fixed steel bars
Both ends be folded upward at with snap connection.
5. steady type longitudinal bracing reinforcing bar system according to claim 1, which is characterized in that same spacer bar unit
The bottom interval distance setting of two distributing bars, top welds together.
6. steady type longitudinal bracing reinforcing bar system according to claim 1, which is characterized in that the both ends of the fixed steel bars
It is bolted between the end template.
7. steady type longitudinal bracing reinforcing bar system according to claim 1, which is characterized in that the bolt is electronic spiral shell
Bolt.
8. steady type longitudinal bracing reinforcing bar system according to claim 1, which is characterized in that two distributing bars lean on
Steel bar stress is respectively welded at the top of the position of nearly bottom and two distributing bars.
9. steady type longitudinal bracing reinforcing bar system according to claim 8, which is characterized in that the steel bar stress with it is described
Distributing bar bottom interval distance.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810816324.0A CN108979001A (en) | 2018-07-24 | 2018-07-24 | A kind of steady type longitudinal bracing reinforcing bar system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810816324.0A CN108979001A (en) | 2018-07-24 | 2018-07-24 | A kind of steady type longitudinal bracing reinforcing bar system |
Publications (1)
Publication Number | Publication Date |
---|---|
CN108979001A true CN108979001A (en) | 2018-12-11 |
Family
ID=64550259
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201810816324.0A Pending CN108979001A (en) | 2018-07-24 | 2018-07-24 | A kind of steady type longitudinal bracing reinforcing bar system |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN108979001A (en) |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN201495666U (en) * | 2009-08-26 | 2010-06-02 | 天津市建科机械制造有限公司 | Reinforcing steel bar truss formwork |
JP2014070336A (en) * | 2012-09-27 | 2014-04-21 | Jfe Metal Products & Engineering Inc | Attachment fixture for steel deck |
CN204662739U (en) * | 2015-05-29 | 2015-09-23 | 成都绿建科技有限公司 | A kind of steel bar truss floor support plate and light-steel light-concrete combining structure |
CN206477497U (en) * | 2016-12-12 | 2017-09-08 | 中建钢构有限公司 | A kind of trussing for exempting to support steel form |
CN206987144U (en) * | 2017-07-04 | 2018-02-09 | 天津地天泰钢铁集成有限公司 | A kind of dismountable steel bar truss floor support plate of bed die |
CN207211464U (en) * | 2017-08-17 | 2018-04-10 | 宝润达新型材料有限公司 | A kind of new reinforcing steel bar truss plate |
US20180195283A1 (en) * | 2015-05-14 | 2018-07-12 | Nucor Corporation | Structural panel systems with a nested sidelap and method of securing |
-
2018
- 2018-07-24 CN CN201810816324.0A patent/CN108979001A/en active Pending
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN201495666U (en) * | 2009-08-26 | 2010-06-02 | 天津市建科机械制造有限公司 | Reinforcing steel bar truss formwork |
JP2014070336A (en) * | 2012-09-27 | 2014-04-21 | Jfe Metal Products & Engineering Inc | Attachment fixture for steel deck |
US20180195283A1 (en) * | 2015-05-14 | 2018-07-12 | Nucor Corporation | Structural panel systems with a nested sidelap and method of securing |
CN204662739U (en) * | 2015-05-29 | 2015-09-23 | 成都绿建科技有限公司 | A kind of steel bar truss floor support plate and light-steel light-concrete combining structure |
CN206477497U (en) * | 2016-12-12 | 2017-09-08 | 中建钢构有限公司 | A kind of trussing for exempting to support steel form |
CN206987144U (en) * | 2017-07-04 | 2018-02-09 | 天津地天泰钢铁集成有限公司 | A kind of dismountable steel bar truss floor support plate of bed die |
CN207211464U (en) * | 2017-08-17 | 2018-04-10 | 宝润达新型材料有限公司 | A kind of new reinforcing steel bar truss plate |
Non-Patent Citations (2)
Title |
---|
张鑫燚: "《房屋建筑工程清单计价培训教材》", 31 January 2014, 中国建材工业出版社 * |
高忠民: "《平法识图与钢筋算量》", 31 January 2016, 金盾出版社 * |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN201095816Y (en) | Embedded anti-shearing connection member | |
GB1600847A (en) | Welded grid primarily for supporting underground cavities and cavity systems as well as a process for producing such a grid | |
EP2372082A2 (en) | Formwork girder | |
CN108979001A (en) | A kind of steady type longitudinal bracing reinforcing bar system | |
CN103306215B (en) | The novel reinforced device of a kind of reinforced concrete bridge pier and construction method thereof | |
CN208950168U (en) | A kind of high intensity longitudinal bracing reinforcing bar system | |
CN208899721U (en) | A kind of longitudinal bracing reinforcing bar system | |
RU2018120530A (en) | STRUCTURE OF THE BASIS OF THE VEHICLE BODY WITH THE REINFORCING ELEMENT BETWEEN THE LONGITUDINAL BEAM AND THE LOWER BELT | |
JP5268470B2 (en) | How to lift a rebar basket | |
CN201116385Y (en) | Anti-floating reinforcing steel bar locking card | |
KR101761705B1 (en) | Unit set for lattice type frame construction of steel house | |
CN110241974A (en) | Complete bolted truss-like girder with rolled steel section en cased in concrete and construction method | |
CN209634571U (en) | The cantilevered mounting bracket of automobile frame | |
CN208518092U (en) | A kind of steel structure connecting member | |
CN209025280U (en) | A kind of dismountable steel bar truss floor support plate | |
CN109826317A (en) | A kind of reinforcing shaped steel frame for building | |
CN208007078U (en) | A column reinforcement plates mounting structure, A column assemblies and vehicle | |
CN206769120U (en) | A kind of encased steel plate reinforced concrete combination shear wall | |
CN208202127U (en) | A kind of reinforced beam node structure | |
SE461538B (en) | GRILL BAR | |
CN209653105U (en) | Reinforced concrete beam column structure | |
CN208280317U (en) | A kind of vertical connecting node of sandwich wall | |
CN209053299U (en) | The connection structure of a kind of truss and template and prefabricated board using the structure | |
CN109930742A (en) | A kind of shear wall basic unit and shear wall and building concentration | |
CN217734387U (en) | Grouting plugging device for joint of prefabricated stand column and cover beam |
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 | ||
RJ01 | Rejection of invention patent application after publication | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181211 |