CN110067333A - Rigid roof beam structure and preparation method thereof and rigid structure body - Google Patents
Rigid roof beam structure and preparation method thereof and rigid structure body Download PDFInfo
- Publication number
- CN110067333A CN110067333A CN201910392583.XA CN201910392583A CN110067333A CN 110067333 A CN110067333 A CN 110067333A CN 201910392583 A CN201910392583 A CN 201910392583A CN 110067333 A CN110067333 A CN 110067333A
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- Prior art keywords
- major bend
- roof beam
- warpage
- beam structure
- bending section
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/023—Separate connecting devices for prefabricated floor-slabs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/10—Load-carrying floor structures formed substantially of prefabricated units with metal beams or girders, e.g. with steel lattice girders
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The application provides rigid roof beam structure, including several stiffening constructions member, and stiffening construction member includes longitudinally disposed major bend；At least partly number stiffening construction member with an at least direction initialization arrangement, direction initialization include major bend warpage short transverse, perpendicular to major bend warpage short transverse first to, perpendicular to major bend warpage short transverse and with first to not parallel second to.The application minimum unit is stiffening construction member, and stiffening construction member forms three-dimensional structure by longitudinally disposed major bend, and at least has the continuous direction of three dimensions.The present invention provides the minimum units for the rigid roof beam structure for having three-dimensional structure.Based on this, production method and the rigid structure body based on it are additionally provided.
Description
Technical field
This application involves assembled architecture technical field more particularly to a kind of assembled architecture floors.
Background technique
The rigid structure body of current assembled architecture causes intensity not if floor, wall are because structure design is bad
Height, assembly work amount is big, the numerous defect of Assembly part.
Therefore, how to be directed to disadvantage present in the above-mentioned prior art and carry out research and development improvement, actually exerted needed for relevant industry
Power research and development target, the application designer in view of this, be think and creation idea, designed then with the experience of many years, pass through
In many ways sampling test is inquired into and is studied, and repeatedly amendment improvement, be releasing the application.
Summary of the invention
To solve above-mentioned technical problem one or more, this application provides floor panels.
The application provides rigid roof beam structure, including several stiffening constructions member, and stiffening construction member includes longitudinally disposed principal curvature
Portion；At least partly for number stiffening construction member with the arrangement of an at least direction initialization, direction initialization includes the warpage height of major bend
Direction, perpendicular to major bend warpage short transverse first to, perpendicular to major bend warpage short transverse and with
One to not parallel second to.
The application provides rigid roof beam structure, and minimum unit is stiffening construction member, and stiffening construction member passes through longitudinally disposed master
Bending section 1 forms three-dimensional structure, and at least has the continuous direction of three dimensions.With in the continuous direction of three dimensions
One to second to not parallel setting, and then the two continuous direction in warpage short transverse projection angle do not have limit
Property, the continuous shape of similar parallelogram like can be presented.In view of building field regularization shape is common, preferably further limit
It is fixed, second to perpendicular to first to advantageously forming the continuous shape of rectangular shape.
In some embodiments, second to perpendicular to first to first to the warpage length direction for major bend.
In some embodiments, stiffening construction member further includes being relatively fixed to the attached bending section of major bend, principal curvature
Portion is identical as the warpage length direction of attached bending section, and major bend is not be overlapped in the projection of warpage width direction with attached bending section；
Stiffening construction member is metallic sheet-like formation；Major bend is equal with the physical length of attached bending section, major bend and attached bending section
The arrangement before and after the warpage width direction of major bend.
In some embodiments, rigid roof beam structure includes several stiffening construction members, and stiffening construction member includes longitudinally disposed
Major bend, the attached bending section and relatively fixed attached bending section for being relatively fixed to major bend are in the interconnecting piece of major bend.
In some embodiments, stiffening construction member is metallic sheet-like formation；Major bend and the warpage of attached bending section are long
Degree direction is identical, and major bend is not be overlapped in the projection of warpage width direction with attached bending section, major bend and attached bending section
Physical length is equal, and major bend and attached bending section are arranged before and after the warpage width direction of major bend.
In some embodiments, major bend is configured to several first protrusions and another several mutual with the first protrusion
Every the first recess portion of configuration；
Attached bending section is configured to second recess portion equal with the first protrusion quantity and equal with the first protrusion quantity and with
Two recess portions are spaced apart from each other the second protrusion of configuration；
It corresponds and arranges before and after the warpage width direction of first protrusion and the second recess portion and major bend.
In some embodiments, major bend is the first protrusion；Attached bending section is the second recess portion；First protrusion and second
Recess portion arrangement before and after the warpage width direction of major bend.
In some embodiments, rigid roof beam structure is Metal Flake, and/or, rigid roof beam structure configures at least one of reinforcing rib,
And/or rigid roof beam structure configures connecting hole, and/or, rigid roof beam structure configures the redundancy portion extended towards warpage short transverse.
On the other hand, the application provides rigid structure body, and the external mold including setting shape, at least one is set to inside external mold
Above-mentioned rigid roof beam structure, and be filled between external mold and rigid roof beam structure in fill out body.
In another aspect, the application provides the production method of above-mentioned rigid roof beam structure, rigid roof beam structure is Metal Flake including as follows
Step:
Cutting step, one sheet metal predeterminated position of cutting form the discrete secant of multiple tracks, and each cutting line is setting master
The side line of bending section；
Metal plate step, craft or mould punching keep the sheet metal after cutting curved to master is plastically deformed in predeterminated position
This product is made in pars convoluta.
Detailed description of the invention
Fig. 1 is a kind of structural schematic diagram of the rigid roof beam structure for the embodiment of the application provided；
Fig. 2 is a kind of top view of the rigid roof beam structure for the embodiment of the application provided；
Fig. 3 is a kind of main view of the rigid roof beam structure for the embodiment of the application provided；
Fig. 4 is a kind of left view of the rigid roof beam structure for the embodiment of the application provided.
Specific embodiment
For the purposes, technical schemes and advantages of the application are more clearly understood, below in conjunction with specific embodiment, and reference
The application is further described in attached drawing.
The application provides rigid roof beam structure, including several stiffening constructions member, and stiffening construction member includes longitudinally disposed principal curvature
Portion 1；For at least partly number stiffening construction member with the arrangement of an at least direction initialization, direction initialization includes that the warpage of major bend 1 is high
Spend direction, perpendicular to major bend 1 warpage short transverse first to, perpendicular to major bend 1 warpage short transverse and
With first to not parallel second to.
The application provides rigid roof beam structure, and minimum unit is stiffening construction member, and stiffening construction member passes through longitudinally disposed master
Bending section 1 forms three-dimensional structure, and at least has the continuous direction of three dimensions.
With first to, to not parallel setting, and then the two continuous direction is in warpage with second in the continuous direction of three dimensions
The projection angle of short transverse does not have limited, and the continuous shape of similar parallelogram like can be presented.
In view of building field regularization shape is common, preferably further limit, second to perpendicular to first to being conducive to shape
Continuous shape in a rectangular shape.The application further part can using second to perpendicular to first to as supplementary features.
In the various embodiments of the application, first to preferably major bend 1 warpage length direction.
The regularization degree for improving product, has better structure stress.
In the various embodiments of the application, stiffening construction member preferably further includes being relatively fixed to the attached bending of major bend 1
Portion 2.The application does not have excessive limitation to the positional relationship and its shape of attached bending section 2 and major bend 1.
As an embodiment of attached bending section 2 and the positional relationship of major bend 1, major bend 1 and attached bending section 2
Warpage length direction it is preferably identical, major bend 1 is not be overlapped in the projection of warpage width direction with attached bending section 2；
Body, which is filled out, in attached bending section 2 and the stiffening construction member of the formation of major bend 1 and outside has more preferable bond strength.
Further preferred under the restriction of above-mentioned positional relationship, stiffening construction member is metallic sheet-like formation；Major bend 1
It is equal with the physical length of attached bending section 2, major bend 1 and attached bending section 2 cloth before and after the warpage width direction of major bend 1
It sets.
Single stiffening construction member is facilitated to be made of metal sheet.
When multiple rigid roof beams structure provided by the present application have multiple stiffening construction members, multiple stiffening construction members are fixedly connected
For entirety；For fractional numbers stiffening construction member with the arrangement of an at least direction initialization, direction initialization is the warpage height side of major bend 1
To, the warpage width direction of the warpage length direction of major bend 1, major bend 1.
Stiffening construction member have to three direction warpage height x lengths and width divergence continuously may, needed with being formed
The shape of specification.
Multiple stiffening construction members are fixedly connected as whole fixed form, and there is no limit can be using company to it by the application
Fitting, can also be using the structure being wholely set；
As the multidirectional diverging of stiffening construction member continuously to form a kind of embodiment of rigid roof beam structure, there are following technical sides
Case:
At least partly number stiffening construction member is arranged with a direction initialization, and direction initialization is the warpage height of major bend 1
Direction, the warpage length direction of major bend 1, major bend 1 warpage width direction thrin；
Another at least partly number stiffening construction member is arranged with another direction initialization, and another direction initialization is major bend 1
Warpage short transverse, the warpage length direction of major bend 1, major bend 1 warpage width direction three another one of two.
Two-dimensional directional diverging, facilitates to form rectangular configuration plate.
As the multidirectional diverging of stiffening construction member continuously to form the another embodiment of rigid roof beam structure, there are following technologies
Scheme:
At least partly number stiffening construction member is arranged with a direction initialization, and direction initialization is the warpage height of major bend 1
Direction, the warpage length direction of major bend 1, major bend 1 warpage width direction thrin；
Another at least partly number stiffening construction member is arranged with another direction initialization, and another direction initialization is major bend 1
Warpage short transverse, the warpage length direction of major bend 1, major bend 1 warpage width direction three another one of two；
At least partly number stiffening construction member is arranged with another direction initialization again, and another direction initialization is major bend 1
Warpage short transverse, the warpage length direction of major bend 1, major bend 1 warpage width direction three another two in it is another
Person.
Three-dimensional layout can form the cylinder or plate body of setting specification multiple.
As the multidirectional diverging of stiffening construction member continuously to form the another embodiment of rigid roof beam structure, there are following technologies
Scheme: at least partly number stiffening construction member is arranged with a direction initialization, and direction initialization is the warpage height side of major bend 1
To, the warpage width direction thrin of the warpage length direction of major bend 1, major bend 1.
One-dimensional layout, can form column structure.
On the other hand, the application provides rigid roof beam structure, including several stiffening constructions member, and stiffening construction member includes longitudinally disposed
Major bend 1, the attached bending section 2 and relatively fixed attached bending section 2 for being relatively fixed to major bend 1 are in the company of major bend 1
Socket part 3.
The application provides rigid roof beam structure, and using several stiffening construction members as core, stiffening construction member is curved with relatively-stationary master
The attached bending section 2 of pars convoluta 1 is structural unit.Have that structure is simple, the high feature of structural strength.
In the various embodiments of rigid roof beam structure provided by the present application, stiffening construction member is metallic sheet-like formation；Favorably
In extensive production.
In the various embodiments of rigid roof beam structure provided by the present application, the warpage length of major bend 1 and attached bending section 2
Direction is identical.It improves rising for length direction and draws support force.
In the various embodiments of rigid roof beam structure provided by the present application, major bend 1 and attached bending section 2 are in warpage width
The projection in direction is not overlapped.It improves stiffening construction member and draws support force in rising for width direction.
In the various embodiments of rigid roof beam structure provided by the present application, the physical length of major bend 1 and attached bending section 2
It is equal.Make rigid roof beam structure for an entire plate system and basis is provided.
In the various embodiments of rigid roof beam structure provided by the present application, major bend 1 and attached bending section 2 are in major bend
Arrangement before and after 1 warpage width direction.It further increases stiffening construction member and draws support force in rising for width direction.
As further limiting for major bend 1 and the shape of attached bending section 2, preferably use with scheme:
Major bend 1 is configured to several first protrusions and another several the first recess portions that configuration is spaced apart from each other with the first protrusion；
Attached bending section 2 be configured to second recess portion equal with the first protrusion quantity and it is equal with the first protrusion quantity and with
Second recess portion is spaced apart from each other the second protrusion of configuration；
It corresponds and arranges before and after the warpage width direction of first protrusion and the second recess portion and major bend 1.
By flex portion tool as the protrusion configured for interval and recess portion, and also corresponded in warpage width direction Y；
For example, major bend 1 can configure for " convex-concave ", corresponding attached bending section 2 is " bumps " configuration；
For another example major bend 1 can configure for " convex-concave is convex ", corresponding attached bending section 2 is " concave-convex recessed " configuration；
For another example major bend 1 can configure for " convex-concave convex-concave is convex ", corresponding attached bending section 2 is " concave-convex recessed "
Configuration.
Preferably, the concrete shape for the minimum recurring unit that major bend 1 and attached bending section 2 are constituted, is also possible to use
Such as flowering structure:
Major bend 1 is the first protrusion；Attached bending section 2 is the second recess portion；First protrusion and the second recess portion are in major bend 1
Warpage width direction before and after arrangement.
Use major bend 1 for " convex ", attached bending section 2 is corresponding " recessed "；The arrangement still before and after warpage width direction Y,
Has more simple and easy structure, and structural strength is respectively more preferable to uniformity.
Major bend 1 is " convex ", and attached bending section 2 is in corresponding " recessed " various embodiments, the application to " convex " or
The concrete shape of " recessed " is with no restrictions.It can be arc-shaped " convex " or " recessed ", be also possible to more polyline shapeds " convex " or " recessed "；
In the various embodiments of rigid roof beam structure provided by the present application, rigid roof beam structure is preferably Metal Flake, provides light
High-intensitive feature.
In the various embodiments of rigid roof beam structure provided by the present application, rigid roof beam structure preferably configures at least one of reinforcing rib 4.
In the various embodiments of rigid roof beam structure provided by the present application, rigid roof beam structure configures connecting hole 5, it is convenient and other
The connection of external mold or mutual connection.
In the various embodiments of rigid roof beam structure provided by the present application, rigid roof beam structure configuration is prolonged towards warpage short transverse
The redundancy portion 6 stretched.Certain redundant space is stayed between rigid roof beam structure and exterior sheathing, within fill out body and pour into.
In another aspect, the application provides rigid structure body, including
The external mold of shape is set,
At least one is set to the above-mentioned rigid roof beam structure inside external mold, and
Be filled between external mold and rigid roof beam structure in fill out body.
The application will further deprotect the product based on it.
The material that the application internally fills out body 30 is not particularly limited, preferably concrete or foamed material.
Concrete has lift structure intensity.Foamed material is specifically light, damping, the effect of sound insulation.
It is filled out in concrete the advantages of filling out body in body and foamed material to have both, various rigid structures provided by the present application
In body, following preferred embodiment is preferably used:
It inside fills out body 30 and includes at least two-layer structure, one of two-layer structure is concrete layer, another hair in two-layer structure
Foam material layer.
Have both that concrete has lift structure intensity and foamed material is specifically light, damping, the effect of sound insulation.
In another aspect, the application also provides the production method of rigid roof beam structure, rigid roof beam structure is Metal Flake, including is walked as follows
It is rapid:
Cutting step, one sheet metal predeterminated position of cutting form the discrete secant of multiple tracks, and each cutting line is setting master
The side line of bending section 1；
Metal plate step, craft or mould punching keep the sheet metal after cutting curved to master is plastically deformed in predeterminated position
This product is made in pars convoluta 1.
Sheet metal process include be not limited to filament supply winding, laser cutting, heavy processing, metal bonding, metal drawing,
Plasma cut, precision welding, rolling and forming, sheet metal brake forming, die forging, water injection cutting, precision welding etc..
As a kind of better implementation mode of metal plate step, metal plate step at least sequentially includes sheet metal brake forming
Step and die-forging forming step.
Preferably, metal plate step preferably further includes stamped workpieces predeterminated position, forms reinforcing rib, connecting hole or redundancy portion.
So far, attached drawing is had been combined the present embodiment is described in detail.According to above description, those skilled in the art
There should be clear understanding to the application.
It should be noted that in attached drawing or specification text, the implementation for not being painted or describing is affiliated technology
Form known to a person of ordinary skill in the art, is not described in detail in field.In addition, the above-mentioned definition to each element and method is simultaneously
It is not limited only to various specific structures, shape or the mode mentioned in embodiment.
It should also be noted that, can provide the demonstration of the parameter comprising particular value herein, but these parameters are without definite etc.
In corresponding value, but analog value can be similar in acceptable error margin or design constraint.The side mentioned in embodiment
It is only the direction with reference to attached drawing to term, such as "upper", "lower", "front", "rear", "left", "right" etc., is not used to limit this
The protection scope of application.In addition, unless specifically described or the step of must sequentially occur, the sequences of above-mentioned steps there is no restriction in
It is listed above, and can change or rearrange according to required design.And above-described embodiment can be based on design and reliability
Consider, the collocation that is mixed with each other is used using or with other embodiments mix and match, i.e., the technical characteristic in different embodiments can be with
Freely form more embodiments.
Particular embodiments described above has carried out further in detail the purpose of the application, technical scheme and beneficial effects
Describe in detail it is bright, it is all it should be understood that be not intended to limit this application the foregoing is merely the specific embodiment of the application
Within spirit herein and principle, any modification, equivalent substitution, improvement and etc. done should be included in the guarantor of the application
Within the scope of shield.
Claims (10)
1. rigid roof beam structure, which is characterized in that including several stiffening construction members, the stiffening construction member includes that longitudinally disposed master is curved
Pars convoluta (1)；At least partly for number stiffening construction member with the arrangement of an at least direction initialization, the direction initialization includes the principal curvature
The warpage short transverse in portion (1), perpendicular to the major bend (1) warpage short transverse first to, perpendicular to the master
The warpage short transverse of bending section (1) and with described first to not parallel second to.
2. rigidity roof beam structure according to claim 1, which is characterized in that described second to perpendicular to described first to described
First to the warpage length direction for the major bend (1).
3. rigidity roof beam structure according to claim 1, which is characterized in that the stiffening construction member further includes being relatively fixed to institute
State the attached bending section (2) of major bend (1), the warpage length direction phase of the major bend (1) and the attached bending section (2)
Together, the major bend (1) and the attached bending section (2) be not be overlapped in the projection of warpage width direction；The stiffening construction member
For metallic sheet-like formation；Major bend (1) is equal with the physical length of attached bending section (2), the major bend (1) with it is described attached
Arrangement before and after the warpage width direction of bending section (2) Yu Suoshu major bend (1).
4. rigid roof beam structure, which is characterized in that including several stiffening construction members, the stiffening construction member includes that longitudinally disposed master is curved
Pars convoluta (1), the attached bending section (2) for being relatively fixed to the major bend (1) and the relatively fixed attached bending section (2) are in institute
State the interconnecting piece (3) of major bend (1).
5. rigidity roof beam structure according to claim 4, which is characterized in that the stiffening construction member is metallic sheet-like formation；Institute
It is identical as the warpage length direction of the attached bending section (2) to state major bend (1), the major bend (1) and the attached bending
Portion (2) is not overlapped in the projection of warpage width direction, and major bend (1) is equal with the physical length of attached bending section (2), the master
It is arranged before and after the warpage width direction of bending section (1) and attached bending section (2) the Yu Suoshu major bend (1).
6. rigidity roof beam structure according to claim 5, which is characterized in that it is convex that the major bend (1) is configured to several first
Portion and another several the first recess portions that configuration is spaced apart from each other with first protrusion；
The attached bending section (2) be configured to second recess portion equal with first protrusion quantity and with first protrusion number
Measure the second protrusion equal and that configuration is spaced apart from each other with second recess portion；
Cloth is corresponded before and after the warpage width direction of first protrusion and second recess portion and the major bend (1)
It sets.
7. rigidity roof beam structure according to claim 6, the major bend (1) are the first protrusion；The attached bending section (2) is
Second recess portion；First protrusion and second recess portion are arranged before and after the warpage width direction of the major bend (1).
8. rigidity roof beam structure according to claim 4, the rigidity roof beam structure is Metal Flake, and/or, the rigidity roof beam structure is matched
At least one of reinforcing rib (4) is set, and/or, rigidity roof beam structure configuration connecting hole (5), and/or, the rigidity roof beam structure configures court
The redundancy portion (6) extended to warpage short transverse.
9. rigid structure body, which is characterized in that including
Set the external mold of shape, at least one be set to inside the external mold as any one of claim 1 to 8 rigid roof beam structure,
And
Be filled between the external mold and the rigid roof beam structure in fill out body.
10. the production method of the described in any item rigid roof beams structure of claims 1 to 3, the rigidity roof beam structure are Metal Flake, spy
Sign is, includes the following steps:
Cutting step, one sheet metal predeterminated position of cutting form the discrete secant of multiple tracks, and each cutting line is setting principal curvature
The side line in portion (1)；
Metal plate step, craft or mould punching make the sheet metal after cutting in predeterminated position to being plastically deformed major bend
(1), this product is made.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910392583.XA CN110067333B (en) | 2019-05-13 | 2019-05-13 | Rigid beam frame, method for manufacturing same, and rigid structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910392583.XA CN110067333B (en) | 2019-05-13 | 2019-05-13 | Rigid beam frame, method for manufacturing same, and rigid structure |
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| Publication Number | Publication Date |
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| CN110067333A true CN110067333A (en) | 2019-07-30 |
| CN110067333B CN110067333B (en) | 2020-11-27 |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110552457A (en) * | 2019-09-19 | 2019-12-10 | 中州装备制造股份有限公司 | Metal net structure biological dynamic wall and process |
| CN110552456A (en) * | 2019-09-19 | 2019-12-10 | 中州装备制造股份有限公司 | Biological dynamic wall body of metal mesh structure |
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| CN110067333B (en) | 2020-11-27 |
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