CN209585431U - Frame column formwork and exempt from template reinforced column - Google Patents
Frame column formwork and exempt from template reinforced column Download PDFInfo
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- CN209585431U CN209585431U CN201821074245.9U CN201821074245U CN209585431U CN 209585431 U CN209585431 U CN 209585431U CN 201821074245 U CN201821074245 U CN 201821074245U CN 209585431 U CN209585431 U CN 209585431U
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Abstract
The utility model discloses a kind of frame column formwork and exempt from template reinforced column, it is related to architectural design and technical field of construction, the frame column formwork includes concrete layer frame, the vertical muscle, the first stirrup that surrounding encloses, the vertical muscle and the stirrup are poured in the concrete layer frame, the vertical muscle and the first stirrup binding and fixing.Reduce the workload of the pre- formwork supporting plate in construction site using the template reinforced column of exempting from of the frame column formwork, reduce each work post cross-operation in construction site, significantly improve in-site installation efficiency, reduce construction cost, prefabricated post assembling process center pillar and the node of column, column and beam are cast-in-place, joints function admirable, and the concrete of frame column formwork part participates in stress, utilizes material to greatest extent.
Description
Technical field
The utility model relates to architectural design and technical field of construction, in particular to a kind of frame column formwork and exempt from formwork steel
Reinforced concrete column.
Background technique
Reinforced column is the column made of Reinforced Concrete Materials, is the various engineering structures such as house, bridge, water conservancy project
In most basic supporting member, be commonly used for the compression bar of the pillar of superstructure, bridge pier, foundation columns, pylon and truss.
Reinforced column presses its construction method, can be divided into cast-in-place column and prefabricated post.Cast-in-situ concrete columns are generally adopted at present
With live assembling reinforcement, the construction technology of supporting module after-pouring concrete.The a large amount of form work engineerings of this process requirement, and construct
Scene generally uses plank sheathing, not only time-consuming, also causes the certain wasting of resources and problem of environmental pollution.Prefabricated post is general
For assembly concrete column, in prefabricated post assembling process center pillar and the edge joint position concrete of column, column and beam and the connection matter of reinforcing bar
Amount is not easy to guarantee, to reduce the globality of structure.
Utility model content
The purpose of this utility model is to provide a kind of frame column formwork and to exempt from template reinforced column existing to solve
The edge joint position of cast-type reinforced column scene supporting module, complex procedures and assembly concrete column and column, column and beam
The quality of connection of concrete and reinforcing bar is not easy the problem of guaranteeing.
The utility model is achieved through the following technical solutions:
The utility model first aspect provides a kind of frame column formwork, the concrete layer frame that is enclosed including surrounding, vertical muscle,
First stirrup, the vertical muscle and first stirrup are poured in the concrete layer frame, and the vertical muscle and described first is bound round
Muscle binding and fixing.
Frame column formwork as described above, the cross section of the frame column formwork are rectangle frame.
Frame column formwork as described above, the cross section of the frame column formwork is square frame.
Frame column formwork as described above, the thickness for the concrete layer that the frame column surrounding encloses are identical.
Frame column formwork as described above, the frame column further includes the second stirrup and third stirrup.
Frame column formwork as described above, the head end and tail end of the head end and tail end of first stirrup, second stirrup
And the head end and tail end of the third stirrup all have stirrup hook.
The utility model second aspect provides one kind and exempts from template reinforced column, and the reinforced column includes as above
The frame column formwork.
The frame column formwork of the utility model includes the concrete layer frame that surrounding encloses, and the center of frame is hollow knot
Structure alleviates the weight of component, and transport, lifting convenient for component, frame column formwork is prefabricated component, quality in production process and
Precision is easy to control.
The utility model exempts from template reinforced column, is made using said frame column formwork, concreting
In in the concrete layer frame, reduce the workload of the pre- formwork supporting plate in construction site, reduces each work post in construction site and intersect
Operation significantly improves in-site installation efficiency, reduces construction cost.Prefabricated post assembling process center pillar and column, column and beam
Node is cast-in-place, joints function admirable, and the concrete of frame post part participates in stress, utilizes material to greatest extent.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is
Some embodiments of the utility model, for those of ordinary skill in the art, without creative efforts,
It is also possible to obtain other drawings based on these drawings.
Fig. 1 is the structural schematic diagram at the first visual angle of frame column formwork provided by the embodiment of the utility model；
Fig. 2 is the structural schematic diagram at the second visual angle of frame column formwork provided by the embodiment of the utility model；
Fig. 3 is the structural schematic diagram at frame column formwork third visual angle provided by the embodiment of the utility model；
Fig. 4 is the structural schematic diagram of A-A section in Fig. 1 provided by the embodiment of the utility model.
Description of symbols:
1- concrete layer frame；
2- indulges muscle；
The first stirrup of 3-；
4- hollow cavity；
The second stirrup of 5-；
6- third stirrup；
7- stirrup hook；
Specific embodiment
It is practical new below in conjunction with this to keep the objectives, technical solutions, and advantages of the embodiments of the present invention clearer
Attached drawing in type embodiment, the technical scheme in the utility model embodiment is clearly and completely described, it is clear that is retouched
The embodiment stated is the utility model a part of the embodiment, instead of all the embodiments.Based on the implementation in the utility model
Example, every other embodiment obtained by those of ordinary skill in the art without making creative efforts belong to
The range of the utility model protection.
Term " includes " and " having " and their any change in the specification and claims of the utility model
Shape, it is intended that cover it is non-exclusive include, for example, containing the process, method of a series of steps or units, system, product
Or equipment those of is not necessarily limited to be clearly listed step or unit, but may include be not clearly listed or for these
The intrinsic other step or units of process, method, product or equipment.
In the description of the present invention, it should be understood that the orientation of the instructions such as term " on ", "lower", "left", "right"
Or positional relationship is to be based on the orientation or positional relationship shown in the drawings, and is merely for convenience of description the utility model and simplification is retouched
It states, rather than the device or element of indication or suggestion meaning must have a particular orientation, be constructed and operated in a specific orientation,
Therefore it should not be understood as limiting the present invention.In addition, term " first ", " second " etc. are used for description purposes only, without
It can be interpreted as indication or suggestion relative importance or implicitly indicate the quantity of indicated technical characteristic.
Reinforced column is the column made of Reinforced Concrete Materials.It is the various engineering structures such as house, bridge, water conservancy project
In most basic supporting member, be commonly used for the compression bar of the pillar of superstructure, bridge pier, foundation columns, pylon and truss.
Reinforced column presses its construction method, can be divided into cast-in-place column and prefabricated post.Cast-in-situ concrete columns are generally adopted at present
With live assembling reinforcement, the construction technology of supporting module after-pouring concrete.The a large amount of form work engineerings of this process requirement, and construct
Scene generally uses plank sheathing, not only time-consuming, also causes the certain wasting of resources and problem of environmental pollution.Prefabricated post is general
For assembly concrete column, in prefabricated post assembling process center pillar and the edge joint position concrete of column, column and beam and the connection matter of reinforcing bar
Amount is not easy to guarantee, to reduce the globality of structure.
The utility model is based on problem above and proposes a kind of frame column formwork and exempt from template reinforced column.
The part term in the application is explained below, so as to those skilled in the art understand that.
Concrete: refer to the general designation of the cementing integral engineered composite material of aggregate by cementitious material.That usually says is mixed
Solidifying soil, which refers to, makees cementitious material, sand, masonry aggregate with cement；Cooperate by a certain percentage with water (additive and admixture can be contained),
Cement concrete obtained by agitated, is widely used in civil engineering.
Concreting refers to entering concreting into mould the process until plasticizing, mixed in civil construction project
The materials such as solidifying soil, which are poured into mould, is made predetermined body.
Stirrup for meeting anti-shear intensity, and is coupled the reinforcing bar of stress main reinforcement and the mixed tendons skeleton of compressive region.
Vertical muscle, is parallel to the reinforcing bar that concrete component y direction is configured, the reinforcing bar for being configured at section compressive region claims
For the vertical muscle that is pressurized；The reinforcing bar for being configured at section tensile region is known as tension and indulges muscle.
Combined with specific embodiments below to frame column formwork provided by the utility model and exempt from template reinforced column into
Row is discussed in detail.
Embodiment one:
Fig. 1 is the structural schematic diagram at the first visual angle of frame column formwork provided by the embodiment of the utility model, and Fig. 2 is that this is practical
The structural schematic diagram at the second visual angle of frame column formwork that new embodiment provides, Fig. 3 are frame provided by the embodiment of the utility model
The structural schematic diagram at trestle formwork third visual angle, Fig. 4 are that the structure of A-A section in Fig. 1 provided by the embodiment of the utility model is shown
It is intended to, please refers to shown in Fig. 1-Fig. 4, frame column formwork provided by the embodiment of the utility model, the concrete enclosed including surrounding
Layer frame 1, vertical muscle 2, the first stirrup 3, the vertical muscle 2 and first stirrup 3 are poured in the concrete layer, the vertical muscle
2 with 3 binding and fixing of the first stirrup.
In the present embodiment, the thickness the present embodiment for the concrete layer that surrounding encloses is not particularly limited, technical staff
It can be preset according to actual needs.
In the present embodiment, the concrete shape for the concrete layer frame that surrounding encloses is not particularly limited, such as it is horizontal
Section can be rectangle frame, square-shaped frame etc..
The concrete layer frame 1 that surrounding encloses in the present embodiment forms the hollow cavity 4 of a both ends open, using this
When the frame column formwork that embodiment provides makes reinforced column, casting concrete in hollow cavity 4 reduces construction site
The workload for being laid with reinforcing bar and laying template, reduce the cross-operation of each work post, improve production reinforced column
Working efficiency reduces live labo r usage.
The frame column formwork of the utility model produces in factory industry metaplasia, can be avoided concrete surface honeycomb, pitted skin is asked
Topic, quality and precision are easier to control, and the concrete layer frame that surrounding encloses is the weight that hollow structure alleviates prefabricated components,
Convenient for the transport and lifting of component.
Embodiment two:
The present embodiment provides a kind of frame column formwork, which has the similar overall structure of embodiment one, different
It is the specific structure for present embodiments providing frame column.
The frame column formwork of the present embodiment, the concrete layer frame 1 enclosed including surrounding, vertical muscle 2, the first stirrup 3 are described
Vertical muscle 2 and first stirrup 3 are poured in the concrete layer frame 1, and the vertical muscle 2 and first stirrup 3 binding are solid
It is fixed.
Optionally, the section of the frame column is square frame or rectangle frame.
Further, the thickness for the concrete layer that the frame column surrounding encloses is identical.In the present embodiment, by the way that phase is arranged
The concrete layer of stack pile can reduce the probability that the frame column formwork damages during transportation to a certain extent.
In the present embodiment, the frame column further includes the second stirrup 5 and third stirrup 6.As shown in connection with fig. 1, the present embodiment
Frame column include upper ledge, lower frame, left frame and right frame, the second stirrup 5 wales the vertical muscle 2 in the middle part of upper ledge and lower frame, third stirrup 6
The vertical muscle 2 in the middle part of left frame and right frame is waled, the present embodiment can be further prevented by the second stirrup 5 of setting and third stirrup 6
Lateral deflection after vertical 2 stress of muscle, increases the shearing strength of frame column.
In the present embodiment, the head end and tail end of first stirrup 3, the head end of second stirrup 5 and tail end and institute
The head end and tail end for stating third stirrup 6 all have stirrup hook 7.By the way that stirrup hook 7 is arranged, can increase after concreting
Add the combination degree of reinforcing bar and concrete.
The frame column formwork of the utility model produces in factory industry metaplasia, can be avoided concrete surface honeycomb, pitted skin is asked
Topic, quality and precision are easier to control, and the concrete layer frame that surrounding encloses is the weight that hollow structure alleviates prefabricated components,
Convenient for the transport and lifting of component.
Embodiment three:
The present embodiment provides one kind to exempt from template reinforced column, including described in above-described embodiment one or embodiment two
Frame column formwork.
Specifically, the frame column formwork includes concrete layer frame 1, the vertical muscle 2, the first stirrup 3 that surrounding encloses, described
Vertical muscle 2 and first stirrup 3 are poured in the concrete layer frame 1, and the vertical muscle and first stirrup 3 binding are solid
It is fixed.This exempts from the concreting of template reinforced column in the concrete layer frame that the surrounding of the frame column formwork encloses
In cavity body 4, the mould phenomenon that rises will not be generated during casting concrete, the quality of reinforced column has guarantee.
Optionally, the cross section of the frame column formwork is square frame or rectangle frame.
Further, in this embodiment the thickness for the concrete layer that the frame column surrounding encloses is identical.The present embodiment
In, the frame column further includes the second stirrup 5 and third stirrup 6.As shown in connection with fig. 1, the frame column of the present embodiment include upper ledge,
Lower frame, left frame and right frame, the second stirrup 5 wale the vertical muscle in the middle part of upper ledge and lower frame, and third stirrup 6 is waled in the middle part of left frame and right frame
Vertical muscle, the present embodiment can further prevent lateral deflection after vertical muscle stress, be increased by setting the second stirrup 5 and third stirrup 6
The shearing strength of frame column.
In the present embodiment, the head end and tail end of first stirrup 3, the head end of second stirrup 5 and tail end and institute
The head end and tail end for stating third stirrup 6 all have stirrup hook 7.By the way that crotch is arranged, steel can be increased after concreting
The combination degree of muscle and concrete.
The utility model exempts from template reinforced column, is made using said frame column formwork, concreting
In in the hollow cavity of the concrete layer frame, reduce the workload of the pre- formwork supporting plate in construction site, and pouring coagulation
The mould phenomenon that rises will not be generated during soil, the quality of reinforced column has guarantee, while reducing each work post in construction site
Cross-operation significantly improves in-site installation efficiency, reduces construction cost.Prefabricated post assembling process center pillar and column, column with
The node of beam is cast-in-place, joints function admirable, and the concrete of frame post part participates in stress, utilizes material to greatest extent
Material.
Finally, it should be noted that the above various embodiments is only to illustrate the technical solution of the utility model, rather than it is limited
System；Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should
Understand: it is still possible to modify the technical solutions described in the foregoing embodiments, or to some or all of
Technical characteristic is equivalently replaced；And these are modified or replaceed, it does not separate the essence of the corresponding technical solution, and this is practical new
The range of each embodiment technical solution of type.
Claims (7)
1. a kind of frame column formwork, it is characterised in that: concrete layer frame (1), vertical muscle (2), the first hoop enclosed including surrounding
Muscle (3), the vertical muscle (2) and first stirrup (3) pour in the concrete layer frame (1), the vertical muscle and (2) institute
State the first stirrup (3) binding and fixing.
2. frame column formwork according to claim 1, it is characterised in that: the cross section of the frame column formwork is square
Frame.
3. frame column formwork according to claim 1, it is characterised in that: the cross section of the frame column formwork is rectangle
Frame.
4. frame column formwork according to claim 1, it is characterised in that: the concrete that the frame column formwork surrounding encloses
The thickness of layer is identical.
5. frame column formwork according to claim 1, it is characterised in that: the frame column formwork further includes the second stirrup
(5) and third stirrup (6).
6. frame column formwork according to claim 5, it is characterised in that: the head end and tail end, institute of first stirrup (3)
The head end and tail end of the head end and tail end and the third stirrup (6) of stating the second stirrup (5) all have stirrup hook (7).
7. one kind exempts from template reinforced column, it is characterised in that: including frame column of any of claims 1-6
Formwork.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821074245.9U CN209585431U (en) | 2018-07-06 | 2018-07-06 | Frame column formwork and exempt from template reinforced column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821074245.9U CN209585431U (en) | 2018-07-06 | 2018-07-06 | Frame column formwork and exempt from template reinforced column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209585431U true CN209585431U (en) | 2019-11-05 |
Family
ID=68372405
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821074245.9U Active CN209585431U (en) | 2018-07-06 | 2018-07-06 | Frame column formwork and exempt from template reinforced column |
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| Country | Link |
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| CN (1) | CN209585431U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576196A (en) * | 2020-04-29 | 2020-08-25 | 中铁四局集团第二工程有限公司 | On-site splicing pouring construction process for prefabricated pier column segment shell and bent cap |
| CN112982830A (en) * | 2021-03-19 | 2021-06-18 | 中铁六局集团有限公司 | Assembled frame column and construction method |
| CN114482091A (en) * | 2022-02-09 | 2022-05-13 | 中铁二十三局集团第四工程有限公司 | Construction method of side slope anchoring pile |
-
2018
- 2018-07-06 CN CN201821074245.9U patent/CN209585431U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576196A (en) * | 2020-04-29 | 2020-08-25 | 中铁四局集团第二工程有限公司 | On-site splicing pouring construction process for prefabricated pier column segment shell and bent cap |
| CN112982830A (en) * | 2021-03-19 | 2021-06-18 | 中铁六局集团有限公司 | Assembled frame column and construction method |
| CN114482091A (en) * | 2022-02-09 | 2022-05-13 | 中铁二十三局集团第四工程有限公司 | Construction method of side slope anchoring pile |
| CN114482091B (en) * | 2022-02-09 | 2024-06-04 | 中铁二十三局集团第四工程有限公司 | Construction method of slope anchoring pile |
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Address after: 102200 Room 302, building 6, 8 Beiqing Road, Changping District, Beijing Patentee after: Beijing Sany Architectural Design Research Co.,Ltd. Address before: 110000 rooms 1701 and 1702, No. 92 Shengli South Street, Shenyang City, Liaoning Province Patentee before: SHENYANG SANYI BUILDING DESIGN RESEARCH Co.,Ltd. |