CN208586890U - A kind of concrete circular arc type formwork structure - Google Patents
A kind of concrete circular arc type formwork structure Download PDFInfo
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- CN208586890U CN208586890U CN201820872552.5U CN201820872552U CN208586890U CN 208586890 U CN208586890 U CN 208586890U CN 201820872552 U CN201820872552 U CN 201820872552U CN 208586890 U CN208586890 U CN 208586890U
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- circular arc
- side plate
- corner
- shaped corner
- concrete
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Abstract
The utility model belongs to concreting technical field, specifically provide a kind of concrete circular arc type formwork structure, including exterior sheathing, floor, circular arc-shaped corner and towards the inner template of concrete, it is fixedly connected between the exterior sheathing and the exterior sheathing by floor, the inner template includes the first side plate and the second side plate, is connected between first side plate and second side plate by circular arc-shaped corner.Spillage during cast-in-place concrete can be effectively reduced in construction, is not connected firmly phenomenon；In form removal, structural body corner is effectively protected, and greatly reduces arrisdefect, dew muscle phenomenon；When structural body bearing load, internal structure stress is gentler in the transmitting of circular arc type corner, reduces stress concentration phenomenon, ensure that the integrality of structural body, avoids generating crack；In structural body corner indent, circular arc type setting, which can also be played, thickeies protective layer effect, further increases structural body bearing capacity.
Description
Technical field
The utility model belongs to concrete form technology field, and in particular to a kind of concrete circular arc type formwork structure.
Background technique
When traditional large-sized concrete structure construction, since from great, load is very high, sizing punching block formwork is generallyd use.Steel
Template needs are designed in advance according to drawing, are customized, and are then transported to construction site, are needed brushing interleaving agent in advance in a pre-installation.It is logical
Often, structural body corner is spliced by muti-piece punching block, is connected with fastening, but may splice between punching block it is insecure, can
Spillage phenomenon can be generated during cast-in-place there are gap.Further, since large-sized concrete structural volume is big, when solidification, generates heat
Measure it is larger, interleaving agent effect it is limited, have certain cementation between steel form and structural body.In demoulding, construction worker's meeting
Punching block is separated by tools such as iron hammer or crowbars, it is easy to damage corner.In view of the above problems, domestic is generally to strengthen management
Level is reinforced making an inspection tour, and using station etc. by special messenger, not only increases management cost, but also management effect is unsatisfactory.
Summary of the invention
The purpose of the utility model is to overcome the short problems of concrete steel formwork corner structural life-time in the prior art.
For this purpose, the utility model provides a kind of concrete circular arc type formwork structure, including exterior sheathing, floor, circular arc
Corner and inner template towards concrete, are fixedly connected between the exterior sheathing and the exterior sheathing by floor, the internal model
Plate includes the first side plate and the second side plate, is connected between first side plate and second side plate by circular arc-shaped corner.
Preferably, the number of floor is multiple, and the floor is distributed in the two sides of circular arc-shaped corner.
Preferably, floor is I-steel or channel steel.
Preferably, the overall structure that circular arc-shaped corner, the first side plate and the second side plate are integrally formed.
Preferably, the both ends of circular arc-shaped corner respectively with first side plate and second plate-side plate welding.
Preferably, the radius of circular arc-shaped corner is greater than or equal to 5cm.
Preferably, circular arc-shaped corner is inner concave shape circular arc-shaped corner or male type circular arc-shaped corner.
Preferably, inner template corner is circular arc chamfering, and the circular arc chamfering and the inner template are an entirety.
The utility model has the beneficial effects that this concrete circular arc type formwork structure provided by the utility model, including
Exterior sheathing, floor, circular arc-shaped corner and the inner template towards concrete, it is solid by floor between the exterior sheathing and the exterior sheathing
Fixed connection, the inner template include the first side plate and the second side plate, pass through circle between first side plate and second side plate
The connection of arc corner.
The setting of circular arc type monolith steel form, spillage during capable of effectively reducing cast-in-place concrete in construction, connection is not
Secured phenomenon；In form removal, structural body corner is effectively protected, and greatly reduces arrisdefect, dew muscle phenomenon；Structural body is held
When by load, internal structure stress is gentler in the transmitting of circular arc type corner, reduces stress concentration phenomenon, ensure that structural body
Integrality avoids generating crack；In structural body corner indent, circular arc type setting, which can also be played, thickeies protective layer effect, into one
Step improves structural body bearing capacity.
The utility model is described in further details below with reference to attached drawing.
Detailed description of the invention
Fig. 1 is the utility model concrete circular arc type formwork structure corner indent schematic diagram；
Fig. 2 is the utility model concrete circular arc type formwork structure corner evagination schematic diagram.
Description of symbols: exterior sheathing 1, floor 2, circular arc-shaped corner 3, the first side plate 41, the second side plate 42.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
All other embodiment obtained, fall within the protection scope of the utility model.
In the description of the present invention, it should be understood that term " center ", "upper", "lower", "front", "rear",
The orientation or positional relationship of the instructions such as "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outside" is based on attached drawing institute
The orientation or positional relationship shown, is merely for convenience of describing the present invention and simplifying the description, rather than indication or suggestion is signified
Device or element must have a particular orientation, be constructed and operated in a specific orientation, therefore should not be understood as to this is practical
Novel limitation.
Term " first ", " second " be used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance or
Implicitly indicate the quantity of indicated technical characteristic." first " is defined as a result, the feature of " second " can be expressed or imply
Ground includes one or more of the features；In the description of the present invention, unless otherwise indicated, the meaning of " plurality " is two
It is a or more than two.
Embodiment one:
As shown in Figure 1, a kind of concrete circular arc type formwork structure, including exterior sheathing 1, floor 2, circular arc-shaped corner 3 and face
To the inner template of concrete, it is fixedly connected between the exterior sheathing 1 and the exterior sheathing by floor 2, the inner template includes
First side plate 41 and the second side plate 42 are connected between first side plate 41 and second side plate 42 by circular arc-shaped corner 3.By
This structure places formwork structure it is found that when large box girder concrete cast-in-situ is constructed before cast-in-place concrete, exterior sheathing towards
Concrete, inner template are used to support exterior sheathing, are connected between exterior sheathing and inner template by floor 2, wherein exterior sheathing includes the
Side plate 41 and the second side plate 42 are connected between first side plate 41 and the second side plate 42 by circular arc-shaped corner 3.Circular arc-shaped corner 3 can
It is concentrated with effectively mitigating the stress of corner, avoids the problem that template is not connected firmly and leads to damaged template, on the other hand, tearing open
It can avoid causing damage when demoulding to corner and the phenomenon that arrisdefect, dew muscle occur, while circular arc-shaped corner 3 with overall pulling down when mould
With can also ensureing after box beam carrying stress transfer along the general character.
Preferably scheme, the number of floor 2 be it is multiple, the floor 2 is distributed in the two sides of circular arc-shaped corner 3.Thus structure
It is found that as shown in the figures 1 and 2, multiple floors 2 connect exterior sheathing and inner template, play the role of reinforcing rib.
Preferably scheme, floor 2 are I-steel or channel steel.Thus structure is it is found that I-steel or channel steel have stronger resist
Curved ability, the stress being highly resistant in concreting process, in addition, the edge of a wing scale face of fashioned iron is parallel to each other, so that its
It is easy in the connection with exterior sheathing and inner template, processing and installation.
Preferably scheme, circular arc-shaped corner 3 and the exterior sheathing are an overall structure.Thus structure is it is found that overall structure
Can effectively prevent the spillage problem of cast-in-place concrete, can also prevent because connector it is insecure caused by damaged template or production
Raw crack problem.
Preferably scheme, the both ends of circular arc-shaped corner 3 are welded with first side plate 41 and second side plate 42 respectively.By
This structure is it is found that by cast-in-place the first side plate of site welding, the 41, second side plate 42 and circular arc-shaped corner 3, so that exterior sheathing is one
A overall structure, mortar leakage prevention.
The radius of preferably scheme, circular arc-shaped corner 3 is greater than or equal to 5cm.Thus structure it is found that too small arc radius not
Can effectively excessive concrete cast-in-situ when stress.
Preferably scheme, circular arc-shaped corner 3 are inner concave shape circular arc-shaped corner or male type circular arc-shaped corner.Thus structure is it is found that such as
Shown in Fig. 1 and Fig. 2, when large-sized concrete structure corner indent, concrete can be thickened using inner concave shape circular arc-shaped corner form
Protective layer thickness；When large-sized concrete structure corner evagination, using male type circular arc-shaped corner form, guarantee the thickness of protective layer
Meet environmental requirement and standard regulation, further, it is also possible to be equipped with arrangement of reinforcement in male type circular arc-shaped corner, does not reduce main reinforcement length
In the case of degree, arrangement of reinforcement is equipped with circular arc crotch corresponding with male type circular arc-shaped corner, while not influencing protective layer thickness, moreover it is possible to
Guidance cast-in-place concrete internal stress is sustained along corner, and stress is avoided excessively to concentrate.
Preferably scheme, inner template corner are arc surface, and the arc surface and the inner template are an entirety.Thus it ties
For structure it is found that inner template also is provided with arc surface corresponding with exterior sheathing, exterior sheathing passes the power generated during concrete cast-in-situ
Inner template is passed, it is slowly excessive by arc surface when the stress of inner template two sides converges on the corner, effectively reduce right-angled bend
Corner splits caused by Shi Yingli is concentrated.
Embodiment two: a kind of concrete circular arc type formwork structure, including inner template, floor 2, exterior sheathing and circular arc-shaped corner
4, it is fixedly connected between the inner template and exterior sheathing by floor 2, the exterior sheathing is equipped with circular arc-shaped corner 4, wherein circular arc turns
Angle 4 is male type circular arc.
As shown in Fig. 2, the concrete of the present embodiment is the same as example 1 substantially with circular arc type formwork structure, difference exists
In arc chord angle 3 be male type circular arc-shaped corner.It just no longer repeats one by one herein.
Specific construction step are as follows: the setting of large-sized concrete structural body corner is in the arc-shaped, it can be and be forged into one in advance
A overall structure, or scene weld the first side plate, circular arc-shaped corner and the second side plate.When working out template construction plan,
Steel form corner is designed to one piece two to isometric sizing monolith steel form in advance, punching block board ends connect rib and punching block hangs down
Directly, it can be docked when being connect with adjacent punching block tight.Arc radius should generally be not less than 5cm, while according to structural body arrangement of reinforcement feelings
Condition guarantees that the protective layer thickness of crotch is designed when not reducing main reinforcement straight length.Round lead angle is arranged according to structure
Body corner situation considers that, when structural body corner indent, corner arrangement of reinforcement does not change in two kinds of situation；When structural body corner evagination
When, corner reinforcing bar crotch is also provided in the arc-shaped, while guaranteeing protective layer thickness not less than standard requirements
Exemplified as above is only to the utility model for example, not constituting to the protection scope of the utility model
Limitation, within all designs the same or similar with the utility model all belong to the scope of protection of the present invention.
Claims (8)
1. a kind of concrete circular arc type formwork structure, it is characterised in that: including exterior sheathing (1), floor (2), circular arc-shaped corner (3)
And the inner template towards concrete, it is fixedly connected between the exterior sheathing (1) and the inner template by floor (2), it is described interior
Template includes the first side plate (41) and the second side plate (42), is passed through between first side plate (41) and second side plate (42)
Circular arc-shaped corner (3) connection.
2. concrete according to claim 1 circular arc type formwork structure, it is characterised in that: the number of the floor (2)
To be multiple, the floor (2) is distributed in the two sides of circular arc-shaped corner (3).
3. concrete according to claim 1 or 2 circular arc type formwork structure, it is characterised in that: the floor (2) is work
Word steel or channel steel.
4. concrete according to claim 1 circular arc type formwork structure, it is characterised in that: the circular arc-shaped corner (3),
The overall structure that side plate (41) and the second side plate (42) are integrally formed.
5. concrete according to claim 1 circular arc type formwork structure, it is characterised in that: the circular arc-shaped corner (3)
It is welded respectively with first side plate (41) and second side plate (42) at both ends.
6. concrete according to claim 1 circular arc type formwork structure, it is characterised in that: the circular arc-shaped corner (3)
Radius is greater than or equal to 5cm.
7. concrete according to claim 1 circular arc type formwork structure, it is characterised in that: the circular arc-shaped corner (3) is
Inner concave shape circular arc-shaped corner or male type circular arc-shaped corner.
8. concrete according to claim 1 circular arc type formwork structure, it is characterised in that: the inner template corner is circle
Arc chamfering, the circular arc chamfering and the inner template are an entirety.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820872552.5U CN208586890U (en) | 2018-06-05 | 2018-06-05 | A kind of concrete circular arc type formwork structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820872552.5U CN208586890U (en) | 2018-06-05 | 2018-06-05 | A kind of concrete circular arc type formwork structure |
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| Publication Number | Publication Date |
|---|---|
| CN208586890U true CN208586890U (en) | 2019-03-08 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820872552.5U Expired - Fee Related CN208586890U (en) | 2018-06-05 | 2018-06-05 | A kind of concrete circular arc type formwork structure |
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| CN (1) | CN208586890U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111173258A (en) * | 2020-01-22 | 2020-05-19 | 广东亚旺模架技术有限公司 | Aluminum alloy building corner template |
-
2018
- 2018-06-05 CN CN201820872552.5U patent/CN208586890U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111173258A (en) * | 2020-01-22 | 2020-05-19 | 广东亚旺模架技术有限公司 | Aluminum alloy building corner template |
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| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190308 Termination date: 20210605 |
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| CF01 | Termination of patent right due to non-payment of annual fee |