CN110029780B - Stiffening frame, method and apparatus for making same, and structural reinforcement - Google Patents
Stiffening frame, method and apparatus for making same, and structural reinforcement Download PDFInfo
- Publication number
- CN110029780B CN110029780B CN201910395776.0A CN201910395776A CN110029780B CN 110029780 B CN110029780 B CN 110029780B CN 201910395776 A CN201910395776 A CN 201910395776A CN 110029780 B CN110029780 B CN 110029780B
- Authority
- CN
- China
- Prior art keywords
- bending
- bending part
- stiffening
- concave
- width direction
- 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.)
- Active
Links
- 230000002787 reinforcement Effects 0.000 title claims abstract description 7
- 238000000034 method Methods 0.000 title abstract description 7
- 238000005452 bending Methods 0.000 claims abstract description 174
- 238000004519 manufacturing process Methods 0.000 claims abstract description 10
- 239000002184 metal Substances 0.000 claims description 30
- 238000005520 cutting process Methods 0.000 claims description 22
- 230000007246 mechanism Effects 0.000 claims description 16
- 230000003014 reinforcing effect Effects 0.000 claims description 13
- 238000005242 forging Methods 0.000 claims description 6
- 239000000945 filler Substances 0.000 claims description 5
- 238000009415 formwork Methods 0.000 claims description 3
- 238000003825 pressing Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 description 6
- 238000013461 design Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 5
- 238000005187 foaming Methods 0.000 description 4
- 230000002093 peripheral effect Effects 0.000 description 3
- 238000010521 absorption reaction Methods 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 238000012856 packing Methods 0.000 description 2
- 238000004080 punching Methods 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000012937 correction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000011031 large-scale manufacturing process Methods 0.000 description 1
- 238000003698 laser cutting Methods 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
Images
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)
- Bending Of Plates, Rods, And Pipes (AREA)
- Vibration Dampers (AREA)
Abstract
The invention provides a stiffening framework which is sheet-shaped and integrally arranged, and comprises a plurality of stiffening units, wherein each stiffening unit comprises a first bending part and a second bending part which are longitudinally arranged, the physical lengths of the first bending part and the second bending part are equal, the bending length directions of the first bending part and the second bending part are the same, and the first bending part and the second bending part are arranged in the front-back direction of the bending width direction of the first bending part; the projection of the first bending part and the projection of the second bending part in the bending width direction are not overlapped; wherein, at least part of stiffening units are arranged in at least one set direction, and the set direction comprises a bending length direction and a bending width direction. The method is easy to manufacture on a large scale and has the characteristics of light weight and high strength. Based on this, a manufacturing method and a structural reinforcement based thereon are also provided.
Description
Technical Field
The application relates to the technical field of assembly type buildings, in particular to an assembly part for an assembly type building.
Background
The current structural design of the assembled integrated building is poor, and the structure is complex.
Therefore, how to develop and improve the defects of the prior art is a target of the effort required by the related industry, and the present application is proposed by the present inventor in view of the idea of creating the design by many years of experience, through multiple studies and test sample experiments, and multiple correction and improvement.
Disclosure of Invention
To address one or more of the above-described technical problems, the present application provides a stiffening skeleton.
The application provides a stiffening framework which is sheet metal and integrally arranged and comprises a plurality of stiffening units,
the stiffening unit comprises a first bending part and a second bending part which are longitudinally arranged, the physical lengths of the first bending part and the second bending part are equal, the bending length directions of the first bending part and the second bending part are the same, the first bending part and the second bending part are arranged front and back in the bending width direction of the first bending part, and the projection of the first bending part and the second bending part in the bending width direction is not overlapped;
at least part of the stiffening units are arranged in at least one set direction, and the set direction comprises the bending length direction of the first bending part and the bending width direction of the first bending part.
The application provides a stiffening framework, wherein the minimum repeated unit of the stiffening framework is a first bending part and a second bending part which are arranged in parallel to form a minimum three-dimensional structure; the metal sheet integrated structure is easy to manufacture in a large scale, and has the characteristics of light weight and high strength; the first bending part and the first bending part have the same physical length and are arranged back and forth in the bending width direction, so that a foundation is provided for the application of manufacturing a whole metal plate; the projection of the first bending part and the second bending part in the bending width direction is not overlapped, so that the three-dimensional structure is more uniform, better structural strength is provided, and better bonding strength or stretching effect is provided between the stiffening framework and the peripheral filler in use.
In some embodiments, the first bending portion is configured as a plurality of first protruding portions and another plurality of first recessed portions spaced from the first protruding portions;
the second bending parts are configured to be provided with second concave parts with the same number as the first convex parts and second convex parts with the same number as the first convex parts and arranged at intervals with the second concave parts;
the first convex part and the second concave part are arranged in one-to-one correspondence with the bending width direction of the first bending part.
In some embodiments, the first fold is a first protrusion; the second bending part is a second concave part; the first convex portion and the second concave portion are arranged in the bending width direction of the first bending portion.
In some embodiments, the first protrusion comprises a first sheet body positioned at the top of the protrusion, and a second sheet body and a third sheet body positioned at two sides of the protrusion; the second concave part comprises a sixth sheet body positioned at the bottom of the concave part, a seventh sheet body and an eighth sheet body positioned at two sides of the concave part.
In some embodiments, the first bending portion and the second bending portion are each provided with at least one first reinforcing rib matching the bending shape thereof.
In some embodiments, the stiffening unit further comprises a connecting portion for relatively fixing the first bending portion to the second bending portion, and the connecting portion is provided with at least one second reinforcing rib along the bending width direction of the first bending portion.
In some embodiments, at least a portion of the first flex portion and/or the second flex portion of the stiffening unit is configured with a connection hole and/or a redundant portion extending toward the flex height direction.
On the other hand, the application provides a structural reinforcement body, which comprises an outer template body with a preset shape, at least one stiffening framework arranged inside the outer template body and a filling body filled between the outer template body and the stiffening framework.
In yet another aspect, the present application provides a method for making a stiffening skeleton, comprising the steps of:
cutting, namely cutting a preset position of a metal plate to form a plurality of discontinuous cutting lines, wherein the edge of each cutting line is a side line for setting a first bending part or a second bending part;
and a metal plate step, namely, manually or die stamping to enable the cut metal plate to be plastically deformed into a first bending part with a preset shape at a preset position, and plastically deformed into a second bending part with a preset shape at another preset position, so that the product is manufactured.
In some embodiments, a cutting mechanism is included for cutting predetermined locations of the sheet metal to form a plurality of discrete cut lines; a bending mechanism for pressing each preset position of the cut metal plate to bend the plate; a die forging mechanism for plastically deforming the bent plate into a desired shape; and the travelling mechanism is used for transferring the workpiece.
Drawings
FIG. 1 is a schematic structural view of a stiffening skeleton according to one embodiment of the present disclosure;
FIG. 2 is a top view of a stiffening skeleton of one embodiment provided herein;
FIG. 3 is a front view of a stiffening skeleton of one embodiment provided herein;
FIG. 4 is a left side view of a stiffening skeleton of one embodiment provided herein.
Detailed Description
For the purposes of making the objects, technical solutions and advantages of the present application more apparent, the present application will be further described in detail below with reference to the accompanying drawings.
On one hand, the invention provides a stiffening framework which is sheet-shaped and integrally arranged and comprises a plurality of stiffening units,
the stiffening unit comprises a first bending part 1 and a second bending part 2 which are longitudinally arranged, the physical lengths of the first bending part 1 and the second bending part 2 are equal, the bending length direction X of the first bending part 1 and the bending length direction X of the second bending part 2 are the same, and the first bending part 1 and the second bending part 2 are arranged in front and back in the bending width direction Y of the first bending part 1; the projections of the first bending part 1 and the second bending part 2 in the bending width direction Y are not overlapped;
at least part of the stiffening units are arranged in at least one set direction, wherein the set direction comprises a bending length direction X of the first bending part 1 and a bending width direction Y of the first bending part 1.
The application provides a stiffening skeleton, wherein the minimum repeating unit of the stiffening skeleton is a first bending part 1 and a second bending part 2 which are arranged in parallel to form a minimum three-dimensional structure; the metal sheet integrated structure is easy to manufacture in a large scale, and has the characteristics of light weight and high strength; the first bending part 1 and the first bending part 1 have the same physical length and are arranged front and back in the bending width direction Y, so that a foundation is provided for the application of manufacturing a whole metal plate body; the projections of the first bending part 1 and the second bending part 2 in the bending width direction Y are not overlapped, so that the three-dimensional structure is more uniform, better structural strength is provided, and better bonding strength or stretching effect is provided between the stiffening framework and the peripheral filler in use.
The specific shape of the minimum repeated unit formed by the first bending part 1 and the second bending part 2 is not limited, physical length is equal, bending length direction X is the same, bending width direction Y is arranged side by side and arranged front and back, projection of the bending width direction Y is not overlapped as an index, so that the whole metal plate body is convenient to manufacture, the performances of the three-dimensional structure in all directions are uniform, and good stiffening effect is kept for the outer filling body.
The specific shape of the minimum repeating unit constituted by the first bent portion 1 and the second bent portion 2 may be various shapes satisfying the above definition.
In one preferred embodiment, in the present application provides a stiffening skeleton,
the first bending part 1 is configured as a plurality of first convex parts and a plurality of first concave parts which are mutually arranged at intervals with the first convex parts;
the second bending parts 2 are configured to have second concave parts with the same number as the first convex parts and second convex parts with the same number as the first convex parts and arranged at intervals with the second concave parts;
the first convex portion and the second concave portion are arranged in one-to-one correspondence with each other in the bending width direction Y of the first bending portion 1.
The bending parts are formed as convex parts and concave parts which are arranged at intervals and are also in one-to-one correspondence with each other in the bending width direction Y;
for example, the first bending portion 1 may be configured as "concave-convex", and the corresponding second bending portion 2 may be configured as "concave-convex";
for another example, the first bending portion 1 may be configured as a "convex-concave" configuration, and the corresponding second bending portion 2 may be configured as a "concave-convex" configuration;
for another example, the first bending portion 1 may be arranged in a "convex-concave configuration", and the corresponding second bending portion 2 may be arranged in a "concave-convex configuration".
More preferably, the specific shape of the minimum repeating unit formed by the first bent portion 1 and the second bent portion 2 may be as follows:
the first bending part 1 is a first convex part; the second bending part 2 is a second concave part; the first convex portion and the second concave portion are disposed in front of and behind the first bending portion 1 in the bending width direction Y.
The first bending part 1 is adopted to be convex, and the second bending part 2 is adopted to be concave; is arranged back and forth in the bending width direction Y, has a simpler and easier structure, and has better uniformity of structural strength in all directions.
In various embodiments in which the first bending portion 1 is "convex" and the second bending portion 2 is a corresponding "concave", the specific shape of the "convex" or "concave" is not limited in this application. The device can be arc-shaped convex or concave, or multi-fold linear convex or concave;
the present application preferably employs the following three-fold linear "convex" or "concave" structure: the first convex part comprises a first sheet body 11 positioned at the top of the convex part, a second sheet body 12 positioned at two sides of the convex part and a third sheet body 13; the second recess includes a sixth piece 21 at the bottom of the recess, a seventh piece 22 and an eighth piece 23 at both sides of the recess.
The adhesive has better uniformity in all directions and bonding strength with the outer filling body; the honeycomb-like structure is formed, and the structure strength is better. And, the top of the convex part or the bottom of the concave part is easy to be connected with the outer template body 20, so that the convenience is good.
In various embodiments of the present application that provide stiffening skeletons, it is desirable to have stiffening ribs to increase structural strength;
the reinforcing ribs may be arranged in one direction or in all directions.
As one arrangement of the reinforcing ribs, the first bending portion 1 and the second bending portion 2 are each provided with at least one first reinforcing rib 41 matching the bending shape thereof.
The reinforcing ribs distributed in the bending length direction X and the height direction are provided, so that the structural strength of the stiffening unit is improved, and the bonding strength between the stiffening unit and the outer filling body is improved.
The stiffening skeleton provided by the application is arranged with the first bending part 1 and the second bending part 2 relatively fixed. The connection structure between the first bent portion 1 and the second bent portion 2 is not limited; the following modes are preferably adopted in the application: the stiffening unit further comprises a connecting part 3 for relatively fixing the first bending part 1 to the second bending part 2.
In various embodiments with the connection 3, another arrangement of the stiffening ribs is to be provided, as well as embodiments of the stiffening ribs,
the connecting portion 3 is provided with at least one second reinforcing rib 42 along the bending width direction Y of the first bending portion 1.
The reinforcing ribs of the two embodiments may be used alone or may coexist in the same embodiment.
In various embodiments of the stiffening skeleton provided herein, it is preferable that at least a portion of the first and/or second folds 1, 2 of the stiffening element are provided with connecting holes 5.
The assembly or the fastening of the stiffening frameworks and other peripheral workpieces are facilitated, and the assembly and the fastening among a plurality of stiffening frameworks are also facilitated. The position of the connection hole 5 is not limited in the present application, and the connection hole 5 is preferably arranged at the position where the first bending portion 1 and/or the second bending portion 2 are bent highest.
In various embodiments of the stiffening skeleton provided herein, it is preferable that at least part of the first bending portion 1 and/or the second bending portion 2 of the stiffening element is provided with a redundant portion 6 extending in the bending height direction.
A certain space can be created between the highest bending position of the first bending part 1 and/or the second bending part 2 and the outer template body. The packing body and the packing property of the reinforcing framework between the reinforcing framework and the outer template body are improved.
It should be noted that the number of the components,
at least part of the stiffening units are arranged with the bending length direction X of the first bending part 1 as a set direction;
at least part of the stiffening units are arranged with the bending width direction Y of the first bending part 1 as a set direction.
In another aspect, the present application provides a structural reinforcement comprising
An outer die plate 20 of a set shape,
at least one stiffening frame 10 disposed inside the outer form 20, and
and a filler 30 filled between the outer formwork 20 and the stiffening frame 10.
The commonly used shape in the building field that this application provided matches, presumes the shape and should be cylinder or plate body.
The material of the filler 30 is not particularly limited, and concrete or a foaming material is preferable.
The concrete has improved structural strength. The foaming material has the effects of light weight, shock absorption and sound insulation.
In order to achieve the advantages of both the filling body of concrete and the filling body of foaming material, the following preferable scheme is preferably adopted in the various structural reinforcements provided in the application:
the filling body 30 comprises at least two layers of structures, one of which is a concrete layer and the other of which is a foamed material layer.
The concrete has the effects of improving structural strength, and the foaming material has the advantages of light constitution, shock absorption and sound insulation.
In still another aspect, the present application further provides a method for manufacturing the stiffening skeleton, including the following steps:
cutting, namely cutting a preset position of a metal plate to form a plurality of discontinuous cutting lines, wherein the edge of each cutting line is a side line for setting the first bending part 1 or the second bending part 2;
and in the metal plate step, the cut metal plate is plastically deformed into a first bent part 1 with a preset shape at a preset position by hand or die stamping, and is plastically deformed into a second bent part 2 with a preset shape at another preset position, so that the product is prepared.
Sheet metal processes include, but are not limited to, filament power windings, laser cutting, heavy duty machining, metal bonding, metal drawing, plasma cutting, precision welding, roll forming, sheet metal bending, die forging, water jet cutting, precision welding, and the like.
As a preferred embodiment of the sheet metal step, the sheet metal step includes at least a sheet metal bending step and a die forging step in this order.
Preferably, the sheet metal step further comprises stamping the preset position of the workpiece to form a reinforcing rib, a connecting hole or a redundant part.
The application also provides equipment for manufacturing the stiffening skeleton, which comprises a cutting mechanism for cutting preset positions of the metal plate to form a plurality of discontinuous cutting lines; a bending mechanism for pressing each preset position of the cut metal plate to bend the plate; a die forging mechanism for plastically deforming the bent plate into a desired shape; and the travelling mechanism is used for transferring the workpiece.
The specific structures of the cutting mechanism, the bending mechanism, the die forging mechanism and the travelling mechanism are not limited, and a good equipment foundation is provided for large-scale production of the stiffening skeleton.
In various embodiments of the stiffening skeleton making apparatus provided herein, it is preferable that the stiffening skeleton making apparatus further comprise a punching mechanism for punching a predetermined position of the workpiece to form the reinforcing ribs, the connecting holes, or the redundant portion.
The present embodiment has been described in detail with reference to the accompanying drawings. From the above description, the person skilled in the art should have a clear knowledge of the present application.
It should be noted that, in the drawings or the text of the specification, implementations not shown or described are all forms known to those of ordinary skill in the art, and not described in detail. Furthermore, the above definitions of the elements and methods are not limited to the specific structures, shapes or modes mentioned in the embodiments.
It should also be noted that examples of parameters that include particular values may be provided herein, but that these parameters need not be exactly equal to the corresponding values, but may approximate the corresponding values within acceptable error margins or design constraints. The directional terms mentioned in the embodiments, such as "upper", "lower", "front", "rear", "left", "right", etc., are only with reference to the directions of the drawings, and are not intended to limit the scope of the present application. Furthermore, unless specifically described or steps must occur in sequence, the order of the above steps is not limited to the list above and may be changed or rearranged according to the desired design. In addition, the above embodiments may be mixed with each other or other embodiments based on design and reliability, i.e. the technical features of the different embodiments may be freely combined to form more embodiments.
The foregoing embodiments have been provided for the purpose of illustrating the general principles of the present application and are more fully described herein with reference to certain specific embodiments thereof, it being understood that the invention is not limited to the specific embodiments disclosed, but is intended to cover various modifications, equivalents, alternatives, and improvements made within the spirit and principles of the present application.
Claims (8)
1. The stiffening framework is metal sheet-shaped and integrally arranged, and comprises a plurality of stiffening units, wherein each stiffening unit comprises a first bending part (1) and a second bending part (2) which are longitudinally arranged, the physical lengths of the first bending part (1) and the second bending part (2) are equal, the bending length direction (X) of the first bending part (1) and the bending length direction (X) of the second bending part (2) are the same, the first bending part (1) and the second bending part (2) are arranged front and back in the bending width direction (Y) of the first bending part (1), and the projections of the first bending part (1) and the second bending part (2) in the bending width direction (Y) are not overlapped;
the first bending parts (1) are configured to be a plurality of first convex parts and a plurality of first concave parts which are mutually arranged at intervals with the first convex parts, and the second bending parts (2) are configured to be a plurality of second concave parts which are equal to the first convex parts in number and are mutually arranged at intervals with the second concave parts in number with the first convex parts in number; the first convex part and the second concave part are arranged in a one-to-one correspondence with the bending width direction (Y) of the first bending part (1);
the first bending part (1) and the second bending part (2) are provided with at least one first reinforcing rib (41) matched with the bending shape;
at least part of the stiffening units are arranged in at least one set direction, wherein the set direction comprises a bending length direction (X) of the first bending part (1) and a bending width direction (Y) of the first bending part (1).
2. A stiffening skeleton as claimed in claim 1, characterized in that said first folds (1) are first protrusions; the second bending part (2) is a second concave part; the first convex portion and the second concave portion are arranged in front of and behind the first bending portion (1) in the bending width direction (Y).
3. A stiffening skeleton according to claim 2, wherein the first protrusion comprises a first sheet (11) at the top of the protrusion, and second and third sheets (12, 13) at both sides of the protrusion; the second concave part comprises a sixth sheet body (21) positioned at the bottom of the concave part, a seventh sheet body (22) and an eighth sheet body (23) positioned at two sides of the concave part.
4. A stiffening skeleton according to claim 1, characterized in that the stiffening unit further comprises a connection (3) for relatively fixing the first folded portion (1) to the second folded portion (2), the connection (3) being arranged with at least one second stiffening rib (42) along the folded width direction (Y) of the first folded portion (1).
5. A stiffening skeleton according to any of claims 1-4, characterized in that at least part of the first folded portions (1) and/or the second folded portions (2) of the stiffening element are provided with connection holes (5) and/or redundant portions (6) extending in the direction of the folded height.
6. Structural reinforcement, characterized by comprising
An outer die plate body (20) of a predetermined shape,
at least one stiffening skeleton (10) according to any one of claims 1 to 5, arranged inside an outer formwork (20), and a filler (30) filled between the outer formwork (20) and the stiffening skeleton (10).
7. A method of making a stiffened framework according to any one of claims 1 to 5, comprising the steps of: cutting, namely cutting a preset position of a metal plate to form a plurality of discontinuous cutting lines, wherein the edge of each cutting line is a side line for setting a first bending part (1) or a second bending part (2);
and (3) a metal plate step, namely, manually or die stamping to enable the cut metal plate to be plastically deformed into a first bent part (1) with a preset shape at a preset position, and plastically deformed into a second bent part (2) with a preset shape at another preset position, so as to obtain the product.
8. Apparatus for making a stiffening skeleton as claimed in any one of claims 1 to 5, comprising cutting means for cutting predetermined positions of the sheet metal to form a plurality of discrete cut lines; a bending mechanism for pressing each preset position of the cut metal plate to bend the plate; a die forging mechanism for plastically deforming the bent plate into a desired shape; and the travelling mechanism is used for transferring the workpiece.
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 CN110029780A (en) | 2019-07-19 |
| CN110029780B true 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) |
Families Citing this family (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 (7)
| 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 |
| JP2005113454A (en) * | 2003-10-06 | 2005-04-28 | Panahome Corp | Floor panel and method of manufacturing floor panel |
| JP2006322208A (en) * | 2005-05-18 | 2006-11-30 | Sumitomo Kinzoku Kozan Siporex Kk | Fixing lightweight lightweight concrete panels |
| 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 |
| 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 |
Family Cites Families (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AUPM780694A0 (en) * | 1994-09-01 | 1994-09-22 | Broken Hill Proprietary Company Limited, The | A composite beam |
| AUPS005002A0 (en) * | 2002-01-21 | 2002-02-07 | Ryder, George Ralph | Improvements relating to walling methods |
| CN101012681B (en) * | 2002-04-30 | 2010-11-03 | 邱则有 | Reinforced bar concrete solid load-carrying structural storied building cover |
| KR100694824B1 (en) * | 2004-12-13 | 2007-03-14 | 비비엠코리아(주) | Deck plate of reinforced concrete structure and construction method |
| JP4724591B2 (en) * | 2005-04-28 | 2011-07-13 | 新日本製鐵株式会社 | Buckling stiffening structure for box-shaped thin sheet member |
| CN101016788B (en) * | 2006-12-04 | 2015-05-20 | 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 |
| CN101619801B (en) * | 2009-07-29 | 2012-11-07 | 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 |
| JP5770500B2 (en) * | 2011-03-16 | 2015-08-26 | 日鉄住金鋼板株式会社 | Architectural panel |
| CN102953483B (en) * | 2011-08-18 | 2015-04-15 | 江河创建集团股份有限公司 | Large-grid non-mold molded welding metal curtain wall and forming process thereof |
| CN106948533B (en) * | 2017-04-09 | 2018-11-02 | 北京工业大学 | A kind of assembled floor |
| CN109610706A (en) * | 2018-11-08 | 2019-04-12 | 西京学院 | A kind of prefabricated composite hollow floor slab and its production method |
| 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 (7)
| 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 |
| JP2005113454A (en) * | 2003-10-06 | 2005-04-28 | Panahome Corp | Floor panel and method of manufacturing floor panel |
| JP2006322208A (en) * | 2005-05-18 | 2006-11-30 | Sumitomo Kinzoku Kozan Siporex Kk | Fixing lightweight lightweight concrete panels |
| 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 |
| CN207363077U (en) * | 2017-10-31 | 2018-05-15 | 唐方方 | The integral cast-in-place building panel of bed die formula |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110029780A (en) | 2019-07-19 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| AU2006313679B2 (en) | Method for manufacturing of cellular board, cellular board, method for producing cellular board element of steel plate strip, and production line | |
| MX2007011397A (en) | Precision-folded, high strength, fatigue-resistant structures and sheet therefor. | |
| CN1703289B (en) | Method of designing and fabricating precisely folded high strength fatigue resistant structures and panels therefor | |
| KR20190032317A (en) | A Honeycomb Structure and a Forming Method Thereof | |
| JP2013540067A (en) | Extensive vehicle crash can | |
| CN110029780B (en) | Stiffening frame, method and apparatus for making same, and structural reinforcement | |
| JP6802385B2 (en) | Semi-finished products with functional elements for components, components manufactured from the semi-finished products, and how to manufacture the components. | |
| CN110067333B (en) | Rigid beam frame, method for manufacturing same, and rigid structure | |
| CN210067225U (en) | Stiffening framework, manufacturing equipment thereof and structural reinforcement body | |
| CN101304826B (en) | Manufacturing method of honeycomb panel, honeycomb panel, production method and production line of honeycomb panel element composed of steel strip | |
| RU2126875C1 (en) | Method for production of flat and spatial cellular structures and combinations on their base | |
| US8404329B2 (en) | Support structure for light-weight construction elements | |
| AU2011253543B2 (en) | System and Method for Manufacturing Cellular Board | |
| CN115238333A (en) | Spatial curved reticulated shell structure of metal profiles with continuous rods at nodes and its processing method | |
| AU2011253738B2 (en) | Method for Manufacturing Cellular Board and a Cellular Board | |
| KR20090026959A (en) | Lightweight large-format wide panel | |
| JP2016003465A (en) | Metal siding | |
| US8490459B2 (en) | Method and device for producing hollow profiled elements | |
| MXPA06006461A (en) | Roof truss. | |
| JP2014127950A (en) | Radio wave reflector | |
| ITTO940835A1 (en) | CENTINA, PARTICULARLY FOR THE SUPPORT OF PLASTERBOARD PANELS. |
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 |