CN205777102U - Building beam column gusset integration binding structure - Google Patents
Building beam column gusset integration binding structure Download PDFInfo
- Publication number
- CN205777102U CN205777102U CN201620566463.9U CN201620566463U CN205777102U CN 205777102 U CN205777102 U CN 205777102U CN 201620566463 U CN201620566463 U CN 201620566463U CN 205777102 U CN205777102 U CN 205777102U
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- CN
- China
- Prior art keywords
- reinforcing bar
- post reinforcing
- reinforced steel
- steel 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.)
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Abstract
The utility model discloses a kind of building beam column gusset integration binding structure, it includes interlocking the beam reinforced steel bar laid along the horizontal plane and being arranged on this position, beam reinforced steel bar upper strata the post reinforcing bar vertically laid, and described beam reinforced steel bar, post reinforcing bar are integrated by the discrete colligation of binding device of many groups；Being socketed with on described beam reinforced steel bar and post reinforcing bar and organize stirrup more, and the position arranging stirrup on described post reinforcing bar arranges positioner, this positioner is made up of through fixing colligation on described post reinforcing bar thin wire.This utility model constructs frame structure post and beam reinforced steel bar engineering staggered floor integral structure, and through applying in cast-in-situ steel reinforced concrete frame structure engineering, construction quality has obtained effective guarantee, and economic benefit promotes notable.
Description
Technical field
This utility model relates to cast-in-situ steel reinforced concrete frame structure layer field of engineering technology.
Background technology
It is suitable that the cast-in-situ steel reinforced concrete frame structure layer commonly used first level of construction vertically builds post construction after building beam slab
Sequence is constructed, and its construction technology is the most ripe.In engineering practice unbalanced, long in time limit due to frame post displacement, construction organization labour, special
Be not post reinforcing bar on floor in stacking process to young concrete floor disturbance, cause floor construction crack the most universal.
Utility model content
The technical problems to be solved in the utility model is all deficiencies overcoming prior art, it is provided that a kind of building beam column
Gusset integration binding structure.
For solving above-mentioned technical problem, technical solution adopted in the utility model is as follows.
Building beam column gusset integration binding structure, it beam reinforced steel bar laid and being arranged on of including interlocking along the horizontal plane
This position, beam reinforced steel bar upper strata the post reinforcing bar vertically laid, binding device is discrete ties up by many groups for described beam reinforced steel bar, post reinforcing bar
Bundle is integrated；Described beam reinforced steel bar and post reinforcing bar are socketed with and organize stirrup more, and hoop is set on described post reinforcing bar
The position of muscle arranges positioner, and this positioner is made up of through fixing colligation on described post reinforcing bar thin wire.
As a kind of optimal technical scheme of the present utility model, the periphery at described post reinforcing bar arranges post reinforcing bar operation horizontal
Platform, this post reinforcing bar job platform includes a spike and is arranged on the object disposing platform above a spike, its spike and described beam slab
Reinforcing bar does not contacts, and is directly seated on the building supporting layer below described beam reinforced steel bar.
As a kind of optimal technical scheme of the present utility model, many group water power heating coil lines are set below described beam reinforced steel bar.
As a kind of optimal technical scheme of the present utility model, it is equipped with according to described beam reinforced steel bar and organizes beam-slab template more.
As a kind of optimal technical scheme of the present utility model, according to described post steel-bar arrangement column template.
As a kind of optimal technical scheme of the present utility model, pour inside described beam-slab template and column template and be provided with
Structural concrete.
Use and have the beneficial effects that produced by technique scheme: this utility model easily occurs in prior art
Quality problems and defect, the frame structure post summed up by engineering practice and the beam reinforced steel bar integrated structure of engineering staggered floor
Making, through applying in cast-in-situ steel reinforced concrete frame structure engineering, construction quality has obtained effective guarantee, and economic benefit promotes
Significantly.In technology of the present utility model, structure sheaf post is integrated with beam reinforced steel bar binding structure to be completed, and structure sheaf reinforcing bar binding closes
Two is one, and structure organization is more scientific and reasonable, reduces each work post work holdup to greatest extent, and the construction period shortens 1～2 day/layer.With
This simultaneously, this utility model is also effectively reduced construction loads factor to building the disturbance of structure, and floor construction crack is big
Width reduces.
Accompanying drawing explanation
Fig. 1 is the structural representation of one detailed description of the invention of this utility model, does not illustrates horizontal hoop in figure
Display.
In figure: beam reinforced steel bar (1), post reinforcing bar (2), stirrup (3), binding device (4), positioner (5), water power heating coil line
(6), post reinforcing bar job platform (7).
Detailed description of the invention
Referring to accompanying drawing, the structure of one specific embodiment of this utility model includes the beam slab steel laid that interlocks along the horizontal plane
Muscle 1, it is arranged on many groups water power heating coil line 6 below beam reinforced steel bar 1 and is arranged on this position, beam reinforced steel bar 1 upper strata and vertically lays
Post reinforcing bar 2, beam reinforced steel bar 1, post reinforcing bar 2 are integrated by the discrete colligation of binding device 4 of many groups；Week at post reinforcing bar 2
While arrange post reinforcing bar job platform 7, this post reinforcing bar job platform 7 includes a spike and the glove being arranged on above a spike is put down
Platform, its spike does not contacts with beam reinforced steel bar 1, is directly seated on the building supporting layer below beam reinforced steel bar 1, effectively keeps away
Exempt from superstructure to the disturbance of understructure and the disturbance to beam steel of the post reinforcing bar；Beam reinforced steel bar 1 and post reinforcing bar 2 are socketed
Having many group stirrups 3, and the position arranging stirrup 3 on post reinforcing bar 2 arranges positioner 5, this positioner 5 is existed by thin wire
Constitute through fixing colligation on post reinforcing bar 2；It is equipped with according to beam reinforced steel bar 1 and organizes beam-slab template more, post mould is set according to post reinforcing bar 2 simultaneously
Plate.
Referring to accompanying drawing, operation principle of the present utility model is: in technology of the present utility model, structure sheaf post and beam slab steel
Muscle binding structure integration completes, and structure sheaf reinforcing bar binding unites two into one, and structure organization is more scientific and reasonable, subtracts to greatest extent
Few each work post work holdup, construction period shortening 1～2 day/layer；This utility model utilizes post reinforcing bar job platform to be effectively reduced and executes
Work load factor is to building the disturbance of structure, and cracks on floor slab is greatly decreased；This utility model pin construct frame structure post with
Beam reinforced steel bar engineering staggered floor integrated structure, through applying in cast-in-situ steel reinforced concrete frame structure engineering, construction quality obtains
Effective guarantee, and economic benefit promotes notable.
Foregoing description is only used as the enforceable technical scheme of this utility model and proposes, not as to its technical scheme itself
Single restrictive condition.
Claims (6)
1. building beam column gusset integration binding structure, it is characterised in that: it includes the beam slab steel laid that interlocks along the horizontal plane
Muscle (1) and be arranged on this beam reinforced steel bar (1) position, upper strata the post reinforcing bar (2) vertically laid, described beam reinforced steel bar (1), post reinforcing bar
(2) pass through to organize binding device (4) discrete colligation to be integrated more；In the upper socket of described beam reinforced steel bar (1) and post reinforcing bar (2)
Organizing stirrup (3) more, and the position arranging stirrup (3) on described post reinforcing bar (2) arranges positioner (5), this positions dress
Put (5) to be made up of in the fixing colligation of upper warp of described post reinforcing bar (2) thin wire.
Building beam column gusset integration binding structure the most according to claim 1, it is characterised in that: at described post reinforcing bar
(2) periphery arranges post reinforcing bar job platform (7), and this post reinforcing bar job platform (7) includes a spike and is arranged on a spike
The object disposing platform of side, its spike does not contacts with described beam reinforced steel bar (1), is directly seated in described beam reinforced steel bar (1) lower section
On building supporting layer.
Building beam column gusset integration binding structure the most according to claim 2, it is characterised in that: described beam reinforced steel bar
(1) lower section arranges many groups water power heating coil line (6).
Building beam column gusset integration binding structure the most according to claim 3, it is characterised in that: according to described beam slab steel
Muscle (1) is equipped with organizes beam-slab template more.
Building beam column gusset integration binding structure the most according to claim 4, it is characterised in that: according to described post reinforcing bar
(2) column template is set.
Building beam column gusset integration binding structure the most according to claim 5, it is characterised in that: at described beam slab mould
Pour inside plate and column template and be provided with structural concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620566463.9U CN205777102U (en) | 2016-06-13 | 2016-06-13 | Building beam column gusset integration binding structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620566463.9U CN205777102U (en) | 2016-06-13 | 2016-06-13 | Building beam column gusset integration binding structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205777102U true CN205777102U (en) | 2016-12-07 |
Family
ID=58134484
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620566463.9U Expired - Fee Related CN205777102U (en) | 2016-06-13 | 2016-06-13 | Building beam column gusset integration binding structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205777102U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114108812A (en) * | 2021-12-09 | 2022-03-01 | 中国化学工程第九建设有限公司 | Construction method of main body frame of concrete engineering frame structure building |
-
2016
- 2016-06-13 CN CN201620566463.9U patent/CN205777102U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114108812A (en) * | 2021-12-09 | 2022-03-01 | 中国化学工程第九建设有限公司 | Construction method of main body frame of concrete engineering frame structure building |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161207 Termination date: 20210613 |