CN110029780A - Skeleton and its production method of putting more energy into and equipment and structural reinforcement - Google Patents
Skeleton and its production method of putting more energy into and equipment and structural reinforcement Download PDFInfo
- Publication number
- CN110029780A CN110029780A CN201910395776.0A CN201910395776A CN110029780A CN 110029780 A CN110029780 A CN 110029780A CN 201910395776 A CN201910395776 A CN 201910395776A CN 110029780 A CN110029780 A CN 110029780A
- Authority
- CN
- China
- Prior art keywords
- flex portion
- energy
- putting
- flex
- skeleton
- 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.)
- Granted
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23P—METAL-WORKING NOT OTHERWISE PROVIDED FOR; COMBINED OPERATIONS; UNIVERSAL MACHINE TOOLS
- B23P15/00—Making specific metal objects by operations not covered by a single other subclass or a group in this subclass
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Vibration Dampers (AREA)
- Bending Of Plates, Rods, And Pipes (AREA)
Abstract
The present invention provides skeleton of putting more energy into, skeleton of putting more energy into is Metal Flake and is wholely set, including several units of putting more energy into, unit of putting more energy into includes longitudinally disposed the first flex portion and the second flex portion, first flex portion is equal with the second flex portion physical length, first flex portion is identical as the warpage length direction of the second flex portion, and the first flex portion and the second flex portion are arranged before and after the warpage width direction of first flex portion；First flex portion is not be overlapped in the projection of warpage width direction with second flex portion；Wherein, at least partly number puts more energy into unit with the arrangement of an at least direction initialization, and direction initialization includes warpage length direction, width direction.The application is easy to make on a large scale, has the high feature of light intensity.Based on this, production method and the structural reinforcement based on it are additionally provided.
Description
Technical field
This application involves assembled architecture technical field more particularly to a kind of assembled architecture assembly parts.
Background technique
The current structure design of assembled integrated building is bad, and structure is complicated.
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 skeletons of putting more energy into.
The application provides one and puts more energy into skeleton, and skeleton of putting more energy into is Metal Flake and is wholely set, including several units of putting more energy into,
Unit of putting more energy into includes longitudinally disposed the first flex portion and the second flex portion, the first flex portion and the second flex portion object
Manage equal length, the first flex portion is identical with the warpage length direction of the second flex portion, the first flex portion and the second flex portion in
Before and after the warpage width direction of first flex portion arrangement, the first flex portion and the second flex portion in warpage width direction projection not
Overlapping；
Wherein, at least partly number puts more energy into unit with the arrangement of an at least direction initialization, and direction initialization includes the first flex portion
Warpage length direction, the first flex portion warpage width direction.
The application offer is put more energy into skeleton, and minimum recurring unit is parallel arrangement of first flex portion and the second flex portion,
Form the smallest stereochemical structure；And the application is Metal Flake integral structure, it is high to have light intensity for the extensive production being easy to
The characteristics of；First flex portion is equal with the first flex portion physical length and arranges before and after warpage width direction, and then is this Shen
Basis please be provided using block of metal plate body production；First flex portion and the second flex portion in warpage width direction projection not
Overlapping is that three-dimensional structure is more uniform, provides better structural strength, to put more energy between skeleton and periphery filler in using
Have better bond strength or rise and draws effect.
In some embodiments, the first flex portion is configured to several first protrusions and another several mutual with the first protrusion
It is spaced the first recess portion of configuration；
Second flex portion 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 the first flex portion.
In some embodiments, the first flex portion is the first protrusion；Second flex portion is the second recess portion；First protrusion with
It is arranged before and after the warpage width direction of second recess portion and the first flex portion.
In some embodiments, the first protrusion includes the first sheet body at the top of a protrusion and positioned at the second of two side of protrusion
Sheet body, third sheet body；Second recess portion includes the 6th sheet body positioned at concave bottom and the 7th sheet body positioned at two side of recess portion, the 8th
Sheet body.
In some embodiments, the first flex portion and the second flex portion configure at least cooperates its warpage shape together
First ribs.
In some embodiments, unit of putting more energy into further includes relatively fixed first flex portion in the connection of the second flex portion
Portion, interconnecting piece arrangement is at least together along the second ribs of the warpage width direction of the first flex portion.
In some embodiments, the first flex portion of unit of at least partly putting more energy into and/or the configuration of the second flex portion connect
Hole and/or the redundancy portion extended towards warpage short transverse.
On the other hand, the application provides structural reinforcement, and the external mold plate body including setting shape, at least one is configured at external mold
Such as above-mentioned skeleton of putting more energy into, and the obturator for being filled in external mold plate body between skeleton of putting more energy into inside plate body.
In another aspect, the application provides the production method for skeleton of putting more energy into, include the following steps:
Cutting step, one sheet metal predeterminated position of cutting form the discrete secant of multiple tracks, and each secant edge is setting
The side line of first flex portion or the second flex portion；
Metal plate step, craft or mould punching make the sheet metal after cutting be plastic deformation to preset shape in predeterminated position
The first flex portion, and be plastic deformation to the second flex portion of preset shape in another predeterminated position, this product be made.
In some embodiments, the cutting of the discrete secant of multiple tracks is formed including cutting sheet metal predeterminated position
Mechanism；Each predeterminated position of sheet metal after compressing cutting is with the bending mechanism of bent plate；Plate is plastically deformed after being bent
For the die forging mechanism of required shape；And the walking mechanism of circulation workpiece.
Detailed description of the invention
Fig. 1 is a kind of structural schematic diagram of the skeleton of putting more energy into for the embodiment of the application provided；
Fig. 2 is a kind of top view of the skeleton of putting more energy into for the embodiment of the application provided；
Fig. 3 is a kind of main view of the skeleton of putting more energy into for the embodiment of the application provided；
Fig. 4 is a kind of left view of the skeleton of putting more energy into 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.
On the one hand, the present invention provides skeleton of putting more energy into, and skeleton of putting more energy into is Metal Flake and is wholely set, including several lists of putting more energy into
Member,
Unit of putting more energy into includes longitudinally disposed the first flex portion 1 and the second flex portion 2, the first flex portion 1 and the second warpage
2 physical length of portion is equal, and the first flex portion 1 is identical as the warpage length direction X of the second flex portion 2, the first flex portion 1 and second
The arrangement before and after the warpage width direction Y of the first flex portion 1 of flex portion 2；First flex portion 1 and the second flex portion 2 are wide in warpage
The projection of degree direction Y is not overlapped；
Wherein, at least partly number puts more energy into unit with the arrangement of an at least direction initialization, and direction initialization includes the first flex portion 1
Warpage length direction X, the first flex portion 1 warpage width direction Y.
The application provides skeleton of putting more energy into, and minimum recurring unit is parallel arrangement of first flex portion 1 and the second flex portion
2, form the smallest stereochemical structure；And the application is Metal Flake integral structure, the extensive production being easy to has light intensity
High feature；First flex portion 1 is equal with 1 physical length of the first flex portion and arranges before and after warpage width direction Y, Jin Erwei
The application provides basis using block of metal plate body production；First flex portion 1 and the second flex portion 2 are in warpage width direction Y
Projection be not overlapped, be that three-dimensional structure is more uniform, better structural strength be provided, filled out for skeleton of putting more energy into using with periphery
It fills between object to have better bond strength or rise and draws effect.
The concrete shape for the minimum recurring unit that the application constitutes the first flex portion 1 and the second flex portion 2 with no restrictions,
It is equal with physical length, warpage length direction X is identical, arrangement and warpage width direction before and after the warpage width direction that is arranged side by side Y
The projection of Y is not overlapped as index, to facilitate block of metal plate body to make, and all directions performance of homogeneous solid structure, it is
Outer obturator keeps good distortion.
The concrete shape for the minimum recurring unit that first flex portion 1 and the second flex portion 2 are constituted can be satisfaction with the upper limit
Fixed various shape.
As preferably one of, in the skeleton of putting more energy into that the application provides a kind of embodiment,
First flex portion 1 is configured to several first protrusions and another several is spaced apart from each other the first recessed of configuration with the first protrusion
Portion；
Second flex portion 2 is configured to second recess portion equal with the first protrusion quantity and equal simultaneously with the first protrusion quantity
The second protrusion of configuration is spaced apart from each other with the second recess portion；
Arrangement is corresponded before and after first protrusion and the second recess portion and the warpage width direction Y of the first flex portion 1.
By flex portion tool as the protrusion configured for interval and recess portion, and also corresponded in warpage width direction Y；
For example, the first flex portion 1 can configure for " convex-concave ", corresponding second flex portion 2 is " bumps " configuration；
For another example the first flex portion 1 can configure for " convex-concave is convex ", corresponding second flex portion 2 is " concave-convex recessed " configuration；
For another example the first flex portion 1 can configure for " convex-concave convex-concave is convex ", corresponding second flex portion 2 is " concave-convex
It is recessed " configuration.
Preferably, the concrete shape for the minimum recurring unit that the first flex portion 1 and the second flex portion 2 are constituted, is also possible to
Using such as flowering structure:
First flex portion 1 is the first protrusion；Second flex portion 2 is the second recess portion；First protrusion and the second recess portion and first
Arrangement before and after the warpage width direction Y of flex portion 1.
Use the first flex portion 1 for " convex ", the second flex portion 2 is corresponding " recessed "；The cloth still before and after warpage width direction Y
It sets, has more simple and easy structure, and structural strength is respectively more preferable to uniformity.
First flex portion 1 is " convex ", and the second flex portion 2 is in corresponding " recessed " various embodiments, and the application is 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 "；
The application preferably uses " convex " or " recessed " structure of following tri linear shape: the first protrusion includes first at the top of a protrusion
Sheet body 11 and the second sheet body 12, third sheet body 13 positioned at two side of protrusion；Second recess portion includes the 6th for being located at concave bottom
Body 21 and the 7th sheet body 22, the 8th sheet body 23 positioned at two side of recess portion.
Has the better respectively bond strength to uniformity and with outer obturator；Similar honeycomb structure is formed, is had more
Good structural strength.And protrusion top or concave bottom are easily connect with external mold plate body 20, convenience is good.
It is provided in the various embodiments for putting more energy into skeleton in the application, preferably has ribs, improve structural strength；
Ribs can select direction arrangement or all directions are arranged.
As a kind of arrangement of ribs, the first flex portion 1 and the second flex portion 2 configure and at least cooperate it together
First ribs 41 of warpage shape.
Have the ribs of warpage length direction X and short transverse distribution, improve the structural strength for unit of putting more energy into, and mentions
Rise the bond strength put more energy between unit and outer obturator.
Skeleton provided by the present application of putting more energy into, with the first flex portion 1 with the second flex portion 2 is relatively fixed is configured to want.It is not right
Connection structure between first flex portion 1 and the second flex portion 2 is defined；The application is preferably in the following way: unit of putting more energy into
It further include relatively fixed first flex portion 1 in the interconnecting piece 3 of the second flex portion 2.
In the various embodiments for having interconnecting piece 3, by another arrangement as ribs, also there is following add
The embodiment of strong rib,
The arrangement of interconnecting piece 3 is at least together along the second ribs 42 of the warpage width direction Y of the first flex portion 1.
The ribs of above two embodiment can be used individually, can also be coexisted in same embodiment.
In the various embodiments of skeleton provided by the present application of putting more energy into, the first flex portion of unit of preferably at least partly putting more energy into
1 and/or second flex portion 2 configure connecting hole 5.
Conveniently put more energy into the assembly or fastening of skeleton and other workpiece of periphery, also facilitate assembly between multiple skeletons of putting more energy into
Fastening.Without limitation to the position of connecting hole 5, suitable connecting hole 5 is configured at the first flex portion 1 and/or the second flex portion 2 to the application
Warpage highest point.
In the various embodiments of skeleton provided by the present application of putting more energy into, the first flex portion of unit of preferably at least partly putting more energy into
1 and/or second flex portion 2 configure the redundancy portion 6 that extends towards warpage short transverse.
Certain sky can be created between the first flex portion 1 and/or 2 warpage highest point of the second flex portion and external mold plate body
Between.It improves and reinforces the obturator between skeleton and external mold plate body and reinforce the wrapped of skeleton.
It should be pointed out that
At least partly number puts more energy into unit using the warpage length direction X of the first flex portion 1 as direction initialization arrangement；
Separately at least partly number puts more energy into unit using the warpage width direction Y of the first flex portion 1 as direction initialization arrangement.
On the other hand, the application provides structural reinforcement, including
The external mold plate body 20 of shape is set,
At least one is configured at the above-mentioned skeleton 10 of putting more energy into inside external mold plate body 20, and
The obturator 30 that external mold plate body 20 is filled between skeleton 10 of putting more energy into.
The common shape of building field provided by the present application matches, and setting shape is preferably cylinder or plate body.
The application is not particularly limited the material of obturator 30, preferably concrete or foamed material.
Concrete has lift structure intensity.Foamed material is specifically light, damping, the effect of sound insulation.
For have both concrete obturator and foamed material obturator the advantages of, various structural strengthenings provided by the present application
In body, following preferred embodiment is preferably used:
Obturator 30 includes that 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 above-mentioned skeleton of putting more energy into, include the following steps:
Cutting step, one sheet metal predeterminated position of cutting form the discrete secant of multiple tracks, and each secant edge is setting
The side line of first flex portion 1 or the second flex portion 2；
Metal plate step, craft or mould punching make the sheet metal after cutting be plastic deformation to preset shape in predeterminated position
The first flex portion 1, and be plastic deformation to the second flex portion 2 of preset shape in another predeterminated position, this product be made.
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.
The application provides the equipment for making above-mentioned skeleton of putting more energy into, including cutting sheet metal predeterminated position also to form multiple tracks
The cutting mechanism of discrete secant；Each predeterminated position of sheet metal after compressing cutting is with the bending mechanism of bent plate；It will
Plate is plastic deformation to the die forging mechanism of required shape after bending；And the walking mechanism of circulation workpiece.
The application to cutting mechanism, bending mechanism, die forging mechanism, walking mechanism mechanism specific structure with no restrictions, be
Extensive streamlined production skeleton provided by the present application of putting more energy into provides good Equipment Foundations.
In the various embodiments provided by the present application for putting more energy into carcasing equipment, preferably further includes punch mechanism, be used for
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. skeleton of putting more energy into, which is characterized in that the skeleton of putting more energy into is Metal Flake and is wholely set, including several units of putting more energy into,
The unit of putting more energy into includes longitudinally disposed the first flex portion (1) and the second flex portion (2), the first flex portion (1) and institute
State that the second flex portion (2) physical length is equal, the warpage length side of first flex portion (1) and second flex portion (2)
It is identical to (X), the warpage width side of first flex portion (1) and the second flex portion (2) first flex portion of Yu Suoshu (1)
It is arranged before and after to (Y), first flex portion (1) does not weigh with second flex portion (2) in the projection of warpage width direction (Y)
It is folded；
Wherein, at least partly number puts more energy into unit with the arrangement of an at least direction initialization, and the direction initialization includes first folding
The warpage width direction (Y) of the warpage length direction (X) of pars convoluta (1), first flex portion (1).
2. skeleton according to claim 1 of putting more energy into, which is characterized in that
First flex portion (1) is configured to several first protrusions and another several and first protrusion and is spaced apart from each other configuration
First recess portion；
Second flex portion (2) be configured to second recess portion equal with first protrusion quantity and with first protrusion
Quantity is equal and the second protrusion of configuration is spaced apart from each other with second recess portion；
One is a pair of before and after the warpage width direction (Y) of first protrusion and second recess portion and first flex portion (1)
It should arrange.
3. skeleton according to claim 2 of putting more energy into, which is characterized in that first flex portion (1) is the first protrusion；It is described
Second flex portion (2) is the second recess portion；First protrusion and second recess portion and the warpage of first flex portion (1) are wide
Spend the front and back direction (Y) arrangement.
4. skeleton according to claim 3 of putting more energy into, it is characterised in that first protrusion includes first at the top of a protrusion
Sheet body (11) and the second sheet body (12), third sheet body (13) positioned at two side of protrusion；Second recess portion includes being located at recess portion bottom
6th sheet body (21) in portion and the 7th sheet body (22), the 8th sheet body (23) positioned at two side of recess portion.
5. skeleton according to claim 1 of putting more energy into, which is characterized in that first flex portion (1) and the second flex portion (2)
Configure the first ribs (41) at least cooperating its warpage shape together.
6. skeleton according to claim 1 of putting more energy into, which is characterized in that the unit of putting more energy into further includes relatively fixed described
The interconnecting piece (3) of one flex portion (1) the second flex portion of Yu Suoshu (2), interconnecting piece (3) arrangement is at least together along described first
The second ribs (42) of the warpage width direction (Y) of flex portion (1).
7. described in any item skeletons of putting more energy into according to claim 1~6, which is characterized in that the described of unit of at least partly putting more energy into
First flex portion (1) and/or second flex portion (2) configure connecting hole (5) and/or extend towards warpage short transverse superfluous
Remaining part (6).
8. structural reinforcement, which is characterized in that including
The external mold plate body (20) of shape is set,
At least one is configured at the skeleton of putting more energy into (10) of internal any one of such as claim 1~7 of external mold plate body (20), and
The obturator (30) being filled between the external mold plate body (20) and the skeleton of putting more energy into (10).
9. the production method of skeleton as described in any one of claims 1 to 7 of putting more energy into, which comprises the steps of:
Cutting step, one sheet metal predeterminated position of cutting form the discrete secant of multiple tracks, and each secant edge is setting first
The side line of flex portion (1) or the second flex portion (2)；
Metal plate step, craft or mould punching make the sheet metal after cutting be plastic deformation to the of preset shape in predeterminated position
One flex portion (1), and it is plastic deformation to the second flex portion (2) of preset shape in another predeterminated position, this product is made.
10. the equipment for making skeleton as described in any one of claims 1 to 7 of putting more energy into, which is characterized in that including cutting metal plate
Material predeterminated position is to form the cutting mechanism of the discrete secant of multiple tracks；Each predeterminated position of sheet metal after compressing cutting is with curved
The bending mechanism of bent plate material；Plate after bending is plastic deformation to the die forging mechanism of required shape；And the vehicle with walking machine of circulation workpiece
Structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910395776.0A CN110029780B (en) | 2019-05-13 | 2019-05-13 | Stiffening frame, method and apparatus for making same, and structural reinforcement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910395776.0A CN110029780B (en) | 2019-05-13 | 2019-05-13 | Stiffening frame, method and apparatus for making same, and structural reinforcement |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110029780A true CN110029780A (en) | 2019-07-19 |
| CN110029780B CN110029780B (en) | 2023-06-02 |
Family
ID=67241860
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910395776.0A Active CN110029780B (en) | 2019-05-13 | 2019-05-13 | Stiffening frame, method and apparatus for making same, and structural reinforcement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110029780B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
Citations (23)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08333865A (en) * | 1995-06-07 | 1996-12-17 | Honda Bankin:Kk | Method for lining-lapping construction of building wall surface material and metal fitting for the wall surface material |
| CN1161070A (en) * | 1994-09-01 | 1997-10-01 | Bhp钢铁有限公司 | A composite beam |
| JP2005113454A (en) * | 2003-10-06 | 2005-04-28 | Panahome Corp | Floor panel and method of manufacturing floor panel |
| AU2005225074A1 (en) * | 2002-01-21 | 2005-11-10 | Global Ryder Holdings Pty Ltd | Location devices for reinforced concrete walls |
| KR20060066285A (en) * | 2004-12-13 | 2006-06-16 | 비비엠코리아(주) | Deck plate for reinforced concrete structure and structure construction method thereof |
| JP2006322208A (en) * | 2005-05-18 | 2006-11-30 | Sumitomo Kinzoku Kozan Siporex Kk | Fixing method of lightweight cellular concrete panel |
| CN101012681A (en) * | 2002-04-30 | 2007-08-08 | 邱则有 | Reinforced bar concrete solid load-carrying structural storied building cover |
| CN101016788A (en) * | 2006-12-04 | 2007-08-15 | 郭立群 | Paper substrate honeycomb composite panels |
| CN101230605A (en) * | 2007-01-28 | 2008-07-30 | 邱则有 | Structure combination parts for hollow slab |
| CN101302760A (en) * | 2008-06-25 | 2008-11-12 | 天津三建建筑工程有限公司 | Ultralong overweight concrete filling pile reinforcement type reinforcing steel bar caging |
| CN101426987A (en) * | 2006-04-26 | 2009-05-06 | 新日本制铁株式会社 | Buckling-stiffening structure for box-shaped sectional type thin-plate member |
| CN101565988A (en) * | 2008-04-21 | 2009-10-28 | 万科企业股份有限公司 | Girder rib special for precast concrete slab, and construction method of precast slab and floor slab or wall |
| CN101619801A (en) * | 2009-07-29 | 2010-01-06 | 王宏韬 | Solid honeycomb board |
| CN101787773A (en) * | 2010-01-29 | 2010-07-28 | 清华大学建筑设计研究院 | Stretching lattice steel used for reinforced concrete structure and preparation method thereof |
| JP2012193529A (en) * | 2011-03-16 | 2012-10-11 | Nippon Steel & Sumikin Coated Sheet Corp | Building panel |
| CN102953483A (en) * | 2011-08-18 | 2013-03-06 | 北京江河幕墙股份有限公司 | Large-grid non-mold molded welding metal curtain wall and forming process thereof |
| CN102995555A (en) * | 2012-12-27 | 2013-03-27 | 长安大学 | Sequence control system (SCS) concrete filled steel tube bridge pier with stiffening ribs added at bottom |
| WO2013125778A1 (en) * | 2012-02-24 | 2013-08-29 | (주)이지파트너 | Pc slab having position-fixing means for steel wires and continuous construction method for one way joist slab using same |
| CN106948533A (en) * | 2017-04-09 | 2017-07-14 | 北京工业大学 | A kind of assembled floor |
| WO2018010523A1 (en) * | 2016-07-15 | 2018-01-18 | 中国矿业大学 | Honeycomb-hole profiled steel sheet-based superposed hollow core floor slab |
| CN207363077U (en) * | 2017-10-31 | 2018-05-15 | 唐方方 | The integral cast-in-place building panel of bed die formula |
| CN109610706A (en) * | 2018-11-08 | 2019-04-12 | 西京学院 | A kind of assembled combined hollow floor and preparation method thereof |
| CN210067225U (en) * | 2019-05-13 | 2020-02-14 | 中州装备制造股份有限公司 | Stiffening framework, manufacturing equipment thereof and structural reinforcement body |
-
2019
- 2019-05-13 CN CN201910395776.0A patent/CN110029780B/en active Active
Patent Citations (23)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1161070A (en) * | 1994-09-01 | 1997-10-01 | Bhp钢铁有限公司 | A composite beam |
| JPH08333865A (en) * | 1995-06-07 | 1996-12-17 | Honda Bankin:Kk | Method for lining-lapping construction of building wall surface material and metal fitting for the wall surface material |
| AU2005225074A1 (en) * | 2002-01-21 | 2005-11-10 | Global Ryder Holdings Pty Ltd | Location devices for reinforced concrete walls |
| CN101012681A (en) * | 2002-04-30 | 2007-08-08 | 邱则有 | Reinforced bar concrete solid load-carrying structural storied building cover |
| JP2005113454A (en) * | 2003-10-06 | 2005-04-28 | Panahome Corp | Floor panel and method of manufacturing floor panel |
| KR20060066285A (en) * | 2004-12-13 | 2006-06-16 | 비비엠코리아(주) | Deck plate for reinforced concrete structure and structure construction method thereof |
| JP2006322208A (en) * | 2005-05-18 | 2006-11-30 | Sumitomo Kinzoku Kozan Siporex Kk | Fixing method of lightweight cellular concrete panel |
| CN101426987A (en) * | 2006-04-26 | 2009-05-06 | 新日本制铁株式会社 | Buckling-stiffening structure for box-shaped sectional type thin-plate member |
| CN101016788A (en) * | 2006-12-04 | 2007-08-15 | 郭立群 | Paper substrate honeycomb composite panels |
| CN101230605A (en) * | 2007-01-28 | 2008-07-30 | 邱则有 | Structure combination parts for hollow slab |
| CN101565988A (en) * | 2008-04-21 | 2009-10-28 | 万科企业股份有限公司 | Girder rib special for precast concrete slab, and construction method of precast slab and floor slab or wall |
| CN101302760A (en) * | 2008-06-25 | 2008-11-12 | 天津三建建筑工程有限公司 | Ultralong overweight concrete filling pile reinforcement type reinforcing steel bar caging |
| CN101619801A (en) * | 2009-07-29 | 2010-01-06 | 王宏韬 | Solid honeycomb board |
| CN101787773A (en) * | 2010-01-29 | 2010-07-28 | 清华大学建筑设计研究院 | Stretching lattice steel used for reinforced concrete structure and preparation method thereof |
| JP2012193529A (en) * | 2011-03-16 | 2012-10-11 | Nippon Steel & Sumikin Coated Sheet Corp | Building panel |
| CN102953483A (en) * | 2011-08-18 | 2013-03-06 | 北京江河幕墙股份有限公司 | Large-grid non-mold molded welding metal curtain wall and forming process thereof |
| WO2013125778A1 (en) * | 2012-02-24 | 2013-08-29 | (주)이지파트너 | Pc slab having position-fixing means for steel wires and continuous construction method for one way joist slab using same |
| CN102995555A (en) * | 2012-12-27 | 2013-03-27 | 长安大学 | Sequence control system (SCS) concrete filled steel tube bridge pier with stiffening ribs added at bottom |
| WO2018010523A1 (en) * | 2016-07-15 | 2018-01-18 | 中国矿业大学 | Honeycomb-hole profiled steel sheet-based superposed hollow core floor slab |
| CN106948533A (en) * | 2017-04-09 | 2017-07-14 | 北京工业大学 | A kind of assembled floor |
| CN207363077U (en) * | 2017-10-31 | 2018-05-15 | 唐方方 | The integral cast-in-place building panel of bed die formula |
| CN109610706A (en) * | 2018-11-08 | 2019-04-12 | 西京学院 | A kind of assembled combined hollow floor and preparation method thereof |
| CN210067225U (en) * | 2019-05-13 | 2020-02-14 | 中州装备制造股份有限公司 | Stiffening framework, manufacturing equipment thereof and structural reinforcement body |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110029780B (en) | 2023-06-02 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US7447616B2 (en) | Method and system for developing a vehicle package | |
| EP3151138A1 (en) | Model configuration method, forming simulation method, manufacturing method for forming tool, program, computer readable recording medium with program stored therein, and finite element model | |
| EP3689716B1 (en) | Automotive frame part | |
| CN101702185B (en) | Method for designing workpiece model for manufacturing aircraft sheet metal components | |
| CN105893666A (en) | CATIA-based railway vehicle parameterized model establishing method | |
| CN110029780A (en) | Skeleton and its production method of putting more energy into and equipment and structural reinforcement | |
| JP2012526015A (en) | Vehicle seat back frame | |
| CN108237168A (en) | Strengthen frame parts rubber pocket manufacturing process in a kind of aircraft male bend side | |
| CN106326563A (en) | Automotive interior and exterior ornament high-efficiency design method | |
| CN110067333A (en) | Rigid roof beam structure and preparation method thereof and rigid structure body | |
| CN107635761A (en) | For produce with can not expansion shape interlayer metal part improved method | |
| CN109117569B (en) | Collision finite element model modeling method with octagonal spot welding heat affected zone structure | |
| CN107921850B (en) | Pressing reinforcing beam capable of being deformed in programmed mode | |
| CN210067225U (en) | Stiffening framework, manufacturing equipment thereof and structural reinforcement body | |
| US8412367B2 (en) | Forming vehicle body models and other objects | |
| CN112131659A (en) | Method for determining central point arrangement area of steering wheel | |
| CN106001311A (en) | Forming device and method suitable for small-height flanged part | |
| CN103235839A (en) | Method for head contour modeling based on CATIA knowledge project template | |
| CN110457754A (en) | A kind of prediction technique of rail vehicle molded piece curved surface flanging forming | |
| JP2020086564A (en) | Shape optimization analysis method and apparatus | |
| CN110781603B (en) | Method for designing automobile carbon fiber reinforced composite reinforcement | |
| CN207914496U (en) | A kind of shaping dies of closing box-like sheet metal component | |
| CN220053604U (en) | Novel skin structure for automobile seat | |
| Rama et al. | A two-dimensional approach for simulation of hydroforming expansion of tubular cross-sections without axial feed | |
| DE202015101372U1 (en) | Composite molds |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |