CN206457999U - A kind of architectural engineering reinforcing bar stirrup - Google Patents
A kind of architectural engineering reinforcing bar stirrup Download PDFInfo
- Publication number
- CN206457999U CN206457999U CN201720144331.1U CN201720144331U CN206457999U CN 206457999 U CN206457999 U CN 206457999U CN 201720144331 U CN201720144331 U CN 201720144331U CN 206457999 U CN206457999 U CN 206457999U
- Authority
- CN
- China
- Prior art keywords
- reinforcing bar
- architectural engineering
- stirrup
- bar
- support seat
- 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
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model discloses a kind of architectural engineering reinforcing bar stirrup of construction engineering technical field, including architectural engineering reinforcing bar stirrup main body, four sidewall bottoms of the architectural engineering reinforcing bar stirrup main body offer Concrete Filled chamber, the top of the reinforced bar support seat offers hinged groove, the inner chamber of the hinged groove is provided with cross reinforcing bar body cradle, and madial wall of four pack supports of cross reinforcing bar body cradle with reinforced bar support seat is connected, four top side wall centers of the reinforced bar support seat are provided with bar connecting groove, compared with existing architectural engineering reinforcing bar stirrup, structure of the present utility model is more stablized, the architectural engineering reinforcing bar stirrup of traditional reinforcement welding formula is modified to the stirrup seat of the bridge arch shape of U-shaped by the utility model, the bridge arch shape of U-shaped has the advantages that stabilized structure and not allowed yielding, so make it that the anti-pressure ability of reinforcing bar stirrup is stronger, and support more stable.
Description
Technical field
The utility model is related to construction engineering technical field, specially a kind of architectural engineering reinforcing bar stirrup.
Background technology
Architectural engineering (English name:Building engineering), it is a part for construction project, refers to by all kinds of
The engineering that building construction and its construction of affiliated facility and the circuit supporting with it, pipeline, the installation activity of equipment are formed is real
Body.Including factory building, theater, hotel, shop, school, hospital and house etc., people's production, inhabitation, study, public activity are met
Deng needs, stirrup for steel bars of building is welded after being bent using reinforcing bar, and it is mainly used between the steel bar layer up and down of concrete slab
Support, the overwhelming majority use branch stake tools be all reinforcing bar stirrup or steel bar spacer, current reinforcing bar stirrup is present
Defect.Such as, its anti-in use to trample ability poor.If trampled at the construction field (site) by workmen, the leg of stirrup
Bipod easily open deformation so that spacing between steel bar layer reduces up and down, the quality of the concrete slab after influence cast, adopts
Failed effectively to form effective support to gluten fulcrum in support with conventional rebar stirrup, often result in later stage reinforcing bar and trampled and made
Into common faults such as reinforcing bar gluten deformations, therefore, a kind of it is proposed that architectural engineering reinforcing bar stirrup.
Utility model content
The purpose of this utility model is to provide a kind of architectural engineering reinforcing bar stirrup, to solve to propose in above-mentioned background technology
Current reinforcing bar stirrup exist some defects.Such as, it resists in use tramples the problem of ability is poor.
To achieve the above object, the utility model provides following technical scheme:A kind of architectural engineering reinforcing bar stirrup, including build
Engineering reinforcing bar stirrup main body is built, four sidewall bottoms of the architectural engineering reinforcing bar stirrup main body offer Concrete Filled chamber,
And four groups of Concrete Filled chambers are interconnected, and reinforced bar support is provided with the top center of the architectural engineering reinforcing bar stirrup main body
Seat, the top of the reinforced bar support seat offers hinged groove, and the inner chamber of the hinged groove is provided with cross reinforcing bar body cradle, and
Madial wall of four pack supports of cross reinforcing bar body cradle with reinforced bar support seat is connected, four side walls of the reinforced bar support seat
Bar connecting groove is provided with top center, and four groups of bar connecting grooves are respectively positioned on the top of cross reinforcing bar body cradle.
It is preferred that, Concrete Filled chamber described in four groups is the bridge arch shape of U-shaped.
It is preferred that, four pack supports and the bar connecting groove of the cross reinforcing bar body cradle are corresponded, and cross steel
Four pack supports of muscle body cradle are located at the underface of four groups of bar connecting grooves with reinforced bar support seat junction respectively.
It is preferred that, the architectural engineering reinforcing bar stirrup main body and reinforced bar support seat are cube-shaped, and architectural engineering steel
The diagonal of diagonal and the reinforced bar support seat of muscle stirrup main body coincides.
Compared with prior art, the beneficial effects of the utility model are:Compared with existing architectural engineering reinforcing bar stirrup, this
The structure of utility model is more stablized, and the architectural engineering reinforcing bar stirrup of traditional reinforcement welding formula is modified to U by the utility model
The stirrup seat of the bridge arch shape of shape, the bridge arch shape of U-shaped has the advantages that stabilized structure and not allowed yielding, so that reinforcing bar stirrup
Anti-pressure ability it is stronger, and support more stablize.
Brief description of the drawings
Fig. 1 is the utility model structural representation.
In figure:1 architectural engineering reinforcing bar stirrup main body, 2 Concrete Filled chambers, 3 reinforced bar supports seat, 4 hinged grooves, 5 reinforcing bars connect
Access slot, 6 cross reinforcing bar body cradles.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belongs to the scope of the utility model protection.
Referring to Fig. 1, the utility model provides a kind of technical scheme:A kind of architectural engineering reinforcing bar stirrup, including building work
Journey reinforcing bar stirrup main body 1, four sidewall bottoms of architectural engineering reinforcing bar stirrup main body 1 offer Concrete Filled chamber 2, and four groups
Concrete Filled chamber 2 is interconnected, and reinforced bar support seat 3, reinforcing bar are provided with the top center of architectural engineering reinforcing bar stirrup main body 1
The top of support base 3 offers hinged groove 4, and the inner chamber of hinged groove 4 is provided with cross reinforcing bar body cradle 6, and cross reinforcing bar
Madial wall of four pack supports of body cradle 6 with reinforced bar support seat 3 is connected, and four top side wall centers of support base 3 are all provided with
Bar connecting groove 5 is equipped with, and four groups of bar connecting grooves 5 are respectively positioned on the top of cross reinforcing bar body cradle 6.
Wherein, four groups of Concrete Filled chambers 2 are the bridge arch shape of U-shaped, and the bridge arch shape of U-shaped has stabilized structure and is not easy
The advantage of deformation, four pack supports and the bar connecting groove 5 of cross reinforcing bar body cradle 6 are corresponded, and cross reinforcing bar is hinged
Four pack supports of frame 6 are located at the underface of four groups of bar connecting grooves 5 with 3 junctions of reinforced bar support seat respectively, so that parallel
The surface that reinforcing bar in the bar connecting groove 4 be arrangeding in parallel is located at cross reinforcing bar body cradle 6 is inserted, and is cut with scissors with cross reinforcing bar
The pack support for connecing frame 6 is parallel, is so easy to hank knotting to be connected reinforcing bar with the cross reinforcing bar body cradle 6 in hinged groove 4
Connect, architectural engineering reinforcing bar stirrup main body 1 and reinforced bar support seat 3 are cube-shaped, and pair of architectural engineering reinforcing bar stirrup main body 1
The diagonal of linea angulata and reinforced bar support seat 3 coincides.
Operation principle:Reinforcing bar when in use, is interted the steel be arrangeding in parallel into the top of reinforced bar support seat 3 by the utility model
In muscle link slot 5, then by hank knotting reinforcing bar is attached with the cross reinforcing bar body cradle 6 in hinged groove 4, at this moment reinforcement bar support
Support seat 3 and architectural engineering reinforcing bar stirrup main body 1 are supported effect to reinforcing bar jointly, due to architectural engineering reinforcing bar stirrup main body 1
For bridge arch type structure, such Stability Analysis of Structures, and anti-pressure ability are strong, so the support to reinforcing bar is more stablized, in filling coagulation
When native, concrete can be filled into the Concrete Filled chamber 2 of the bottom of architectural engineering reinforcing bar stirrup main body 1, and architectural engineering reinforcing bar
Stirrup main body 1 is that corner supports shape, is so not susceptible to skew and deflection, and then make it that the filling quality of concrete is higher.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out in the case where not departing from principle of the present utility model and spirit a variety of changes, repaiies
Change, replace and modification, scope of the present utility model is defined by the appended claims and the equivalents thereof.
Claims (4)
1. a kind of architectural engineering reinforcing bar stirrup, including architectural engineering reinforcing bar stirrup main body (1), it is characterised in that:The building work
Four sidewall bottoms of journey reinforcing bar stirrup main body (1) offer Concrete Filled chamber (2), and four groups of Concrete Filled chamber (2) phases
It is intercommunicated, reinforced bar support seat (3), the reinforcement bar support are provided with the top center of the architectural engineering reinforcing bar stirrup main body (1)
Hinged groove (4) is offered at the top of support seat (3), the inner chamber of the hinged groove (4) is provided with cross reinforcing bar body cradle (6), and
Madial wall of four pack supports of cross reinforcing bar body cradle (6) with reinforced bar support seat (3) is connected, the reinforced bar support seat
(3) four top side wall centers are provided with bar connecting groove (5), and four groups of bar connecting grooves (5) are respectively positioned on cross steel
The top of muscle body cradle (6).
2. a kind of architectural engineering reinforcing bar stirrup according to claim 1, it is characterised in that:Concrete Filled chamber described in four groups
(2) be U-shaped bridge arch shape.
3. a kind of architectural engineering reinforcing bar stirrup according to claim 1, it is characterised in that:The cross reinforcing bar body cradle
(6) four pack supports are corresponded with bar connecting groove (5), and four pack supports and reinforcement bar support of cross reinforcing bar body cradle (6)
Support the underface that seat (3) junction is located at four groups of bar connecting grooves (5) respectively.
4. a kind of architectural engineering reinforcing bar stirrup according to claim 1, it is characterised in that:The architectural engineering reinforcing bar stirrup
Main body (1) and reinforced bar support seat (3) are cube-shaped, and the diagonal and reinforcement bar support of architectural engineering reinforcing bar stirrup main body (1)
The diagonal of support seat (3) coincides.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720144331.1U CN206457999U (en) | 2017-02-17 | 2017-02-17 | A kind of architectural engineering reinforcing bar stirrup |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720144331.1U CN206457999U (en) | 2017-02-17 | 2017-02-17 | A kind of architectural engineering reinforcing bar stirrup |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206457999U true CN206457999U (en) | 2017-09-01 |
Family
ID=59694085
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201720144331.1U Expired - Fee Related CN206457999U (en) | 2017-02-17 | 2017-02-17 | A kind of architectural engineering reinforcing bar stirrup |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN206457999U (en) |
-
2017
- 2017-02-17 CN CN201720144331.1U patent/CN206457999U/en not_active Expired - Fee Related
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101560803B (en) | Construction method of reinforced concrete truss conversion layer structure | |
CN207419711U (en) | Steel plate shear force wall and the connection structure of steel bar girder floor plates | |
CN203270461U (en) | Bailey beam support without buttress in soft foundation | |
CN207700527U (en) | A kind of building column that steel pipe is combined with batten plate | |
CN103741970A (en) | Assembled machining shed for building construction and manufacture and installation method thereof | |
CN109372262A (en) | A kind of basement formwork support structure and construction method | |
CN106836255B (en) | The integral prefabricated structure of basement bottom board catch pit steel mesh and method of construction | |
CN206457999U (en) | A kind of architectural engineering reinforcing bar stirrup | |
CN206034265U (en) | Steel reinforced concrete of bridge combines section | |
CN209584813U (en) | Frame bridge system | |
CN204149320U (en) | The producing device of steel bar framework of box beam | |
CN207314537U (en) | A kind of assembled Outsourcing-type steel chain type combining structure | |
CN203729623U (en) | Assembled machining shed for building construction | |
CN206015700U (en) | A kind of raft foundation steelframe support | |
CN104831919B (en) | Support system for prefabricating and integral casting crosswise floor structure | |
CN102121312A (en) | Construction process for concrete bargeboard in pseudo-classic architecture | |
CN205012645U (en) | Be used for figurate(d) formwork support composite set of special -shaped curved surface structure | |
CN209413312U (en) | A kind of basement formwork support structure | |
CN204097885U (en) | For the combined steel board fixing structure of ring road bridge anti-collision wall construction | |
CN102587404B (en) | Construction method of large-scale blast furnace foundation | |
CN205935597U (en) | Assembled support system | |
CN203452393U (en) | Rhombic truss supporting jig frame | |
CN206418513U (en) | The integral prefabricated structure of basement bottom board catch pit bar-mat reinforcement | |
CN208267364U (en) | Face empty template support structure device at a kind of difference of height position | |
CN202266019U (en) | Combined structure of building template of building support pillar |
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: 20170901 Termination date: 20200217 |
|
CF01 | Termination of patent right due to non-payment of annual fee |