CN107190912A - A kind of strong supporting ＆ stablizing type girder - Google Patents
A kind of strong supporting ＆ stablizing type girder Download PDFInfo
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- CN107190912A CN107190912A CN201710491490.3A CN201710491490A CN107190912A CN 107190912 A CN107190912 A CN 107190912A CN 201710491490 A CN201710491490 A CN 201710491490A CN 107190912 A CN107190912 A CN 107190912A
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- Prior art keywords
- support beam
- chute
- roofing
- connection
- type girder
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- 230000002787 reinforcement Effects 0.000 claims abstract description 10
- 239000000758 substrate Substances 0.000 claims description 30
- 230000007246 mechanism Effects 0.000 claims description 15
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical group [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 6
- VYZAMTAEIAYCRO-UHFFFAOYSA-N Chromium Chemical compound [Cr] VYZAMTAEIAYCRO-UHFFFAOYSA-N 0.000 claims description 5
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical group [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 claims description 5
- FYYHWMGAXLPEAU-UHFFFAOYSA-N Magnesium Chemical group [Mg] FYYHWMGAXLPEAU-UHFFFAOYSA-N 0.000 claims description 5
- PWHULOQIROXLJO-UHFFFAOYSA-N Manganese Chemical compound [Mn] PWHULOQIROXLJO-UHFFFAOYSA-N 0.000 claims description 5
- RTAQQCXQSZGOHL-UHFFFAOYSA-N Titanium Chemical group [Ti] RTAQQCXQSZGOHL-UHFFFAOYSA-N 0.000 claims description 5
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical group [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 claims description 5
- AZDRQVAHHNSJOQ-UHFFFAOYSA-N alumane Chemical group [AlH3] AZDRQVAHHNSJOQ-UHFFFAOYSA-N 0.000 claims description 5
- 229910052804 chromium Inorganic materials 0.000 claims description 4
- 239000011651 chromium Substances 0.000 claims description 4
- 229910052748 manganese Inorganic materials 0.000 claims description 4
- 239000011572 manganese Substances 0.000 claims description 4
- 238000009434 installation Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 10
- 210000003205 muscle Anatomy 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000011701 zinc Substances 0.000 description 2
- 229910052725 zinc Inorganic materials 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000033764 rhythmic process Effects 0.000 description 1
- 229910052710 silicon Inorganic materials 0.000 description 1
- 239000010703 silicon Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
-
- C—CHEMISTRY; METALLURGY
- C22—METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
- C22C—ALLOYS
- C22C21/00—Alloys based on aluminium
- C22C21/06—Alloys based on aluminium with magnesium as the next major constituent
- C22C21/08—Alloys based on aluminium with magnesium as the next major constituent with silicon
-
- C—CHEMISTRY; METALLURGY
- C22—METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
- C22C—ALLOYS
- C22C21/00—Alloys based on aluminium
- C22C21/12—Alloys based on aluminium with copper as the next major constituent
- C22C21/16—Alloys based on aluminium with copper as the next major constituent with magnesium
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
- E04D3/24—Roof covering by making use of flat or curved slabs or stiff sheets with special cross-section, e.g. with corrugations on both sides, with ribs, flanges, or the like
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Materials Engineering (AREA)
- Mechanical Engineering (AREA)
- Metallurgy (AREA)
- Organic Chemistry (AREA)
- Building Environments (AREA)
Abstract
The invention discloses a kind of strong supporting ＆ stablizing type girder, including：Corner post, provided with corner post body and connection corner post in the corner post, provided with one group of reinforcement on the inside of the corner post body, the end of the reinforcement is provided with connecting hole, connected between the connecting hole by dowel, the connection corner post is connected by bridge cut-off with corner post body, and the junction being provided between both between wallboard slot, and the corner post body and connection corner post is provided with heat-insulated cavity.A kind of heretofore described strong supporting ＆ stablizing type girder, it between corner post body and connection corner post by being provided with wallboard slot, it is easy to its installation to wallboard, and the stability of whole corner post is improved by the design of reinforcement and dowel, so as to further improves its security used；The setting of bridge cut-off, can greatly improve the compactness and stability of post body and connection corner post connection, and the setting of heat-insulated cavity can greatly improve its heat-proof quality.
Description
Technical field
The invention belongs to manufacture of steel structure field, more particularly to a kind of strong supporting ＆ stablizing type girder.
Background technology
With the fast development of social economy, the living standard and quality of life of people are all constantly being improved, and no matter
It is production or life, the rhythm of people is all constantly being accelerated, and building trade is also such.Current people either handle official business field
Institute or house, it is all to use concrete construction mostly, it is known that the construction period of concrete construction is longer, and, its
Influenceed more serious by weather, particularly winter, it may be seen that after winter is subzero, many construction sites can all stop
Work, so that cause the duration length of side of whole building, and, at the same time, the work post needed for concrete construction is more numerous and diverse, greatly
Work, unskilled labourer, carpenter, bricklayer etc., the requirement to personnel are higher, and being continuously increased with material and labour cost, it will cause whole
The cost of individual building is higher, and the cost of input is increasing；It is more next and the requirement with people to live and work is more and more
More young men are unwilling that being engaged in the factors such as building trade again causes the generation of growth-promoting steel building；
And we during construction it can be found that current steel building is mostly to use welding processing, its workload
It is larger, and it is relatively complicated to construct, if pad processing is bad, the quality that can not only influence it to construct, while can also influence it
It is attractive in appearance, thus existing steel building need improve.
The content of the invention
Goal of the invention：In order to overcome the above not enough, it is an object of the invention to provide a kind of strong supporting ＆ stablizing type girder, it is tied
Structure is simple, reasonable in design, is easily installed, the security for greatly improving the stability of its structure and using.
Technical scheme：To achieve these goals, the invention provides a kind of strong supporting ＆ stablizing type girder, including：First
Support beam and the second support beam, first support beam and the second support beam are connected by connecting plate, first support beam and
Heat-insulated cavity is formed between second support beam, and the top of first support beam and the second support beam is provided with roofing board, it is described
Chute is equipped with first support beam and the second support beam, the roofing board is supported by connector and the first support beam and second
Beam is connected.
A kind of heretofore described strong supporting ＆ stablizing type girder, it is by being provided with the first support beam and the second support
Beam, and it is attached by connecting plate between the first support beam and the second support beam, the structure of girder is optimized, significantly
Raising girder support and load-carrying properties, be favorably improved the stability of total, the setting of heat-insulated cavity allows it to play
Good radiating effect, while the main beam structure is easy to it to be connected with roofing board, the setting of chute allows what it was connected with roofing board
It is more close and firm, allow it while construction quality is ensured, also greatly improve the efficiency of construction.
Heretofore described first support beam and the second support beam are designed using symmetrical expression, and it is by waling and one
Group chute is constituted, and the chute is connected by the first bindiny mechanism either cross reinforcing with waling, optimizes it
Structure, greatly improves its support performance.
Connect between heretofore described first support beam or the adjacent chute of the second support beam upper and lower ends by second
Connection mechanism is connected, and is connected between the adjacent chute in non-two ends by reinforcement, effectively improves the stability connected between chute
And fastness, further improve the security used of girder.
Heretofore described roofing board is made up of roofing substrate, roof support and roofing top plate, and the roof boarding passes through even
Fitting is connected with the first support beam and the second support beam, after being connected between the roofing substrate and roofing top plate by roof support
Roofing board slot is formed, the stability of girder and roofing board connection is greatly improved.
Transverse connection and vertical supports are provided with connector of the present invention, the two ends of the vertical supports are distinguished
It is connected with roofing substrate and transverse connection, and the chute that the transverse connection is located in the first support beam and the second support beam
In, greatly improve the stability of girder and roofing board connection.
The two ends of heretofore described roofing substrate are provided with the pedestal for being used for being fixedly connected, and are easily installed.
Heretofore described chute is in inner concave shape, and it is made up of one group of dowel, and provided with limit at the opening of its inner concave shape
Position muscle, effectively prevents the part being installed in chute from shifting, so as to further improve its connective stability.
At least 1 group of the side chute of heretofore described first support beam and the second support beam, allows it can be according to applying
The specific requirement of work is customized.
Heretofore described first support beam and the second support beam medium section component meter by weight are included with the following group
Point：
Aluminium：85-100 parts；Silicon：3~10 parts；Iron：5~8 parts；Chromium：0.5~1.5 part；Copper：5~15 parts；Magnesium：4~15 parts, manganese：
0.5~2 part, titanium：4~8 parts, zinc：0~1 part.
Above-mentioned technical proposal can be seen that the present invention and have the advantages that：.
1st, heretofore described a kind of strong supporting ＆ stablizing type girder, it is by being provided with the first support beam and the second support
Beam, and it is attached by connecting plate between the first support beam and the second support beam, the structure of girder is optimized, significantly
Raising girder support and load-carrying properties, be favorably improved the stability of total, the setting of heat-insulated cavity allows it to play
Good radiating effect, while the main beam structure is easy to it to be connected with roofing board, the setting of chute allows what it was connected with roofing board
It is more close and firm, allow it while construction quality is ensured, also greatly improve the efficiency of construction.
2nd, second is passed through between heretofore described first support beam or the adjacent chute of the second support beam upper and lower ends
Bindiny mechanism connects, and is connected between the adjacent chute in non-two ends by reinforcement, effectively improves the stabilization connected between chute
Property and fastness, further improve girder the security used.
3rd, transverse connection and vertical supports, the two ends point of the vertical supports are provided with connector of the present invention
It is not connected with roofing substrate and transverse connection, and the cunning that the transverse connection is located in the first support beam and the second support beam
In groove, the stability of girder and roofing board connection is greatly improved.
Brief description of the drawings
Fig. 1 is structural representation of the invention；
In figure：First support beam -1, the second support beam -2, connecting plate -3, heat-insulated cavity -4, roofing board 5, chute -6, connector -
7th, waling -8, the first bindiny mechanism -9, cross reinforcing -10, the second bindiny mechanism -11, substrate -51, roof support -
52nd, roofing top plate -53, roofing board slot -54, dowel -61, limit rib -62, transverse connection -71, vertical supports -72.
Embodiment
Below in conjunction with the accompanying drawings and specific embodiment, the present invention is furture elucidated.
Embodiment 1
A kind of strong supporting ＆ stablizing type girder as depicted, including：First support beam 1 and the second support beam 2, first support
The support beam 2 of beam 1 and second is connected by connecting plate 3, and heat-insulated cavity is formed between the support beam 2 of the first support beam 1 and second
4, and the top of the support beam 2 of first support beam 1 and second is provided with roofing board 5, the support beam of the first support beam 1 and second
Chute 6 is equipped with 2, the roofing board 5 is connected by connector 7 with the first support beam 1 and the second support beam 2.
First support beam 1 described in the present embodiment and the second support beam 2 are designed using symmetrical expression, and it is by waling
8 and one group of chute 6 constitute, the chute 6 is connected by the first bindiny mechanism 9 either cross reinforcing 10 with waling 8
Connect.
Pass through between first support beam 1 described in the present embodiment or the adjacent chute 6 of the upper and lower ends of the second support beam 2
Two bindiny mechanisms 11 connect, and are connected between the adjacent chute 6 in non-two ends by reinforcement.
Roofing board 5 described in the present embodiment is made up of roofing substrate 51, roof support 52 and roofing top plate 53, the roofing
Substrate 51 is connected by connector 7 with the first support beam 1 and the second support beam 2, the roofing substrate 51 and roofing top plate 53 it
Between pass through after roof support 52 is connected and form roofing board slot 54.
Transverse connection 71 and vertical supports 72, the vertical supports are provided with connector 7 described in the present embodiment
72 two ends are connected with roofing substrate 51 and transverse connection 71 respectively, and the transverse connection 71 is located at the first support beam 1
In the chute 6 in the second support beam 2.
The two ends of roofing substrate described in the present embodiment 51 are provided with the pedestal 55 for being used for being fixedly connected.
Chute 6 described in the present embodiment is in inner concave shape, and it is made up of one group of dowel 61, and is set at the opening of its inner concave shape
Limited location muscle 62.
At least 1 group of the side of first support beam 1 and the second support beam 2 described in the present embodiment chute 6.
Embodiment 2
A kind of strong supporting ＆ stablizing type girder as depicted, including：First support beam 1 and the second support beam 2, first support
The support beam 2 of beam 1 and second is connected by connecting plate 3, and heat-insulated cavity is formed between the support beam 2 of the first support beam 1 and second
4, and the top of the support beam 2 of first support beam 1 and second is provided with roofing board 5, the support beam of the first support beam 1 and second
Chute 6 is equipped with 2, the roofing board 5 is connected by connector 7 with the first support beam 1 and the second support beam 2.
First support beam 1 described in the present embodiment and the second support beam 2 are designed using symmetrical expression, and it is by waling
8 and one group of chute 6 constitute, the chute 6 is connected by the first bindiny mechanism 9 either cross reinforcing 10 with waling 8
Connect.
Pass through between first support beam 1 described in the present embodiment or the adjacent chute 6 of the upper and lower ends of the second support beam 2
Two bindiny mechanisms 11 connect, and are connected between the adjacent chute 6 in non-two ends by reinforcement.
Roofing board 5 described in the present embodiment is made up of roofing substrate 51, roof support 52 and roofing top plate 53, the roofing
Substrate 51 is connected by connector 7 with the first support beam 1 and the second support beam 2, the roofing substrate 51 and roofing top plate 53 it
Between pass through after roof support 52 is connected and form roofing board slot 54.
Transverse connection 71 and vertical supports 72, the vertical supports are provided with connector 7 described in the present embodiment
72 two ends are connected with roofing substrate 51 and transverse connection 71 respectively, and the transverse connection 71 is located at the first support beam 1
In the chute 6 in the second support beam 2.
The two ends of roofing substrate described in the present embodiment 51 are provided with the pedestal 55 for being used for being fixedly connected.
Chute 6 described in the present embodiment is in inner concave shape, and it is made up of one group of dowel 61, and is set at the opening of its inner concave shape
Limited location muscle 62.
At least 1 group of the side of first support beam 1 and the second support beam 2 described in the present embodiment chute 6.
The medium section of 1 and second support beam of the first support beam 2 component meter by weight described in the present embodiment include with
Lower component：
Aluminium：85 parts；Silicon：3 parts；Iron：5 parts；Chromium：0.5 part；Copper：5 parts；Magnesium：4~15 parts, manganese：0.5 part, titanium：4 parts, zinc：0 part.
Embodiment 3
A kind of strong supporting ＆ stablizing type girder as depicted, including：First support beam 1 and the second support beam 2, first support
The support beam 2 of beam 1 and second is connected by connecting plate 3, and heat-insulated cavity is formed between the support beam 2 of the first support beam 1 and second
4, and the top of the support beam 2 of first support beam 1 and second is provided with roofing board 5, the support beam of the first support beam 1 and second
Chute 6 is equipped with 2, the roofing board 5 is connected by connector 7 with the first support beam 1 and the second support beam 2.
First support beam 1 described in the present embodiment and the second support beam 2 are designed using symmetrical expression, and it is by waling
8 and one group of chute 6 constitute, the chute 6 is connected by the first bindiny mechanism 9 either cross reinforcing 10 with waling 8
Connect.
Pass through between first support beam 1 described in the present embodiment or the adjacent chute 6 of the upper and lower ends of the second support beam 2
Two bindiny mechanisms 11 connect, and are connected between the adjacent chute 6 in non-two ends by reinforcement.
Roofing board 5 described in the present embodiment is made up of roofing substrate 51, roof support 52 and roofing top plate 53, the roofing
Substrate 51 is connected by connector 7 with the first support beam 1 and the second support beam 2, the roofing substrate 51 and roofing top plate 53 it
Between pass through after roof support 52 is connected and form roofing board slot 54.
Transverse connection 71 and vertical supports 72, the vertical supports are provided with connector 7 described in the present embodiment
72 two ends are connected with roofing substrate 51 and transverse connection 71 respectively, and the transverse connection 71 is located at the first support beam 1
In the chute 6 in the second support beam 2.
The two ends of roofing substrate described in the present embodiment 51 are provided with the pedestal 55 for being used for being fixedly connected.
Chute 6 described in the present embodiment is in inner concave shape, and it is made up of one group of dowel 61, and is set at the opening of its inner concave shape
Limited location muscle 62.
At least 1 group of the side of first support beam 1 and the second support beam 2 described in the present embodiment chute 6.
The medium section of 1 and second support beam of the first support beam 2 component meter by weight described in the present embodiment include with
Lower component：
Aluminium：100 parts；Silicon：10 parts；Iron：8 parts；Chromium：1.5 part；Copper：15 parts；Magnesium：15 parts, manganese：2 parts, titanium：8 parts, zinc：
1 part.
Embodiment 4
A kind of strong supporting ＆ stablizing type girder as depicted, including：First support beam 1 and the second support beam 2, first support
The support beam 2 of beam 1 and second is connected by connecting plate 3, and heat-insulated cavity is formed between the support beam 2 of the first support beam 1 and second
4, and the top of the support beam 2 of first support beam 1 and second is provided with roofing board 5, the support beam of the first support beam 1 and second
Chute 6 is equipped with 2, the roofing board 5 is connected by connector 7 with the first support beam 1 and the second support beam 2.
First support beam 1 described in the present embodiment and the second support beam 2 are designed using symmetrical expression, and it is by waling
8 and one group of chute 6 constitute, the chute 6 is connected by the first bindiny mechanism 9 either cross reinforcing 10 with waling 8
Connect.
Pass through between first support beam 1 described in the present embodiment or the adjacent chute 6 of the upper and lower ends of the second support beam 2
Two bindiny mechanisms 11 connect, and are connected between the adjacent chute 6 in non-two ends by reinforcement.
Roofing board 5 described in the present embodiment is made up of roofing substrate 51, roof support 52 and roofing top plate 53, the roofing
Substrate 51 is connected by connector 7 with the first support beam 1 and the second support beam 2, the roofing substrate 51 and roofing top plate 53 it
Between pass through after roof support 52 is connected and form roofing board slot 54.
Transverse connection 71 and vertical supports 72, the vertical supports are provided with connector 7 described in the present embodiment
72 two ends are connected with roofing substrate 51 and transverse connection 71 respectively, and the transverse connection 71 is located at the first support beam 1
In the chute 6 in the second support beam 2.
The two ends of roofing substrate described in the present embodiment 51 are provided with the pedestal 55 for being used for being fixedly connected.
Chute 6 described in the present embodiment is in inner concave shape, and it is made up of one group of dowel 61, and is set at the opening of its inner concave shape
Limited location muscle 62.
At least 1 group of the side of first support beam 1 and the second support beam 2 described in the present embodiment chute 6.
The medium section of 1 and second support beam of the first support beam 2 component meter by weight described in the present embodiment include with
Lower component：
Aluminium：93 parts；Silicon：6.5 part；Iron：6.5 part；Chromium：1 part；Copper：10 parts；Magnesium：10 parts, manganese：1.3 parts, titanium：6 parts, zinc：0.5
Part.
Described above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, under the premise without departing from the principles of the invention, some improvement can also be made, these improvement also should be regarded as the present invention's
Protection domain.
Claims (9)
1. a kind of strong supporting ＆ stablizing type girder, it is characterised in that：Including：First support beam（1）With the second support beam（2）, it is described
First support beam（1）With the second support beam（2）Pass through connecting plate（3）Connection, first support beam（1）With the second support beam
（2）Between form heat-insulated cavity（4）, and first support beam（1）With the second support beam（2）Top be provided with roofing board（5）,
First support beam（1）With the second support beam（2）In be equipped with chute（6）, the roofing board（5）Pass through connector（7）With
First support beam（1）With the second support beam（2）Connection.
2. strong supporting ＆ stablizing type girder according to claim 1, it is characterised in that：First support beam（1）With second
Support beam（2）Designed using symmetrical expression, it is by waling（8）With one group of chute（6）Constitute, the chute（6）Pass through
First bindiny mechanism（9）Or cross reinforcing（10）With waling（8）Connection.
3. strong supporting ＆ stablizing type girder according to claim 2, it is characterised in that：First support beam（1）Or the
Two support beams（2）The adjacent chute of upper and lower ends（6）Between pass through the second bindiny mechanism（11）Connection, and the adjacent cunning in non-two ends
Groove（6）Between connected by reinforcement.
4. strong supporting ＆ stablizing type girder according to claim 1, it is characterised in that：The roofing board（5）By roofing substrate
（51）, roof support（52）With roofing top plate（53）Constitute, the roof boarding passes through connector（7）With the first support beam（1）With
Second support beam（2）Connection, the roofing substrate（51）With roofing top plate（53）Between pass through roof support（52）Shape after connection
Into roofing board slot（54）.
5. strong supporting ＆ stablizing type girder according to claim 4, it is characterised in that：The connector（7）In provided with laterally
Connector（71）And vertical supports（72）, the vertical supports（72）Two ends respectively with roofing substrate（51）Connect with horizontal
Fitting（71）Connection, and the transverse connection（71）Located at the first support beam（1）With the second support beam（2）In chute（6）
In.
6. strong supporting ＆ stablizing type girder according to claim 4, it is characterised in that：The roofing substrate（51）Two ends set
There is the pedestal for being fixedly connected（55）.
7. strong supporting ＆ stablizing type girder according to claim 1, it is characterised in that：The chute（6）In inner concave shape, its by
One group of dowel（61）Constitute, and limit rib is provided with the opening of its inner concave shape（62）.
8. strong supporting ＆ stablizing type girder according to claim 1, it is characterised in that：First support beam（1）With second
Support beam（2）At least 1 group of side chute（6）.
9. the strong supporting ＆ stablizing type girder according to any one of claim 1 to 8, it is characterised in that：Wherein described is described
First support beam（1）With the second support beam（2）Medium section component meter by weight includes following components：
Aluminium：85-100 parts；Silicon：3~10 parts；Iron：5~8 parts；Chromium：0.5~1.5 part；Copper：5~15 parts；Magnesium：4~15 parts, manganese：
0.5~2 part, titanium：4~8 parts, zinc：0~1 part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710491490.3A CN107190912A (en) | 2017-06-26 | 2017-06-26 | A kind of strong supporting ＆ stablizing type girder |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710491490.3A CN107190912A (en) | 2017-06-26 | 2017-06-26 | A kind of strong supporting ＆ stablizing type girder |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107190912A true CN107190912A (en) | 2017-09-22 |
Family
ID=59878887
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710491490.3A Pending CN107190912A (en) | 2017-06-26 | 2017-06-26 | A kind of strong supporting ＆ stablizing type girder |
Country Status (1)
| Country | Link |
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| CN (1) | CN107190912A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109592615A (en) * | 2019-01-30 | 2019-04-09 | 华东交通大学 | A kind of extending type motor-car rain brush inspection platform |
| CN110878612A (en) * | 2019-11-28 | 2020-03-13 | 深圳万用房屋智造科技有限公司 | Alloy aluminum lower middle beam of prefabricated house |
| CN113818629A (en) * | 2021-09-30 | 2021-12-21 | 广东利华乐寓家具有限公司 | Aluminum alloy profiles |
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| CN204225678U (en) * | 2014-11-12 | 2015-03-25 | 贺建斌 | Multifunctional thermal-insulation bridge-cut aluminum section bar |
| CN104746798A (en) * | 2013-12-27 | 2015-07-01 | 天津市大港金星铝业有限公司 | House edge beam member |
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| CN109592615A (en) * | 2019-01-30 | 2019-04-09 | 华东交通大学 | A kind of extending type motor-car rain brush inspection platform |
| CN109592615B (en) * | 2019-01-30 | 2024-01-19 | 华东交通大学 | Unfolding type motor car wiper overhauls platform |
| CN110878612A (en) * | 2019-11-28 | 2020-03-13 | 深圳万用房屋智造科技有限公司 | Alloy aluminum lower middle beam of prefabricated house |
| CN113818629A (en) * | 2021-09-30 | 2021-12-21 | 广东利华乐寓家具有限公司 | Aluminum alloy profiles |
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