CN103437429B - Corrugated sheet steel and plain plate bolt component and manufacturing process - Google Patents

Corrugated sheet steel and plain plate bolt component and manufacturing process Download PDF

Info

Publication number
CN103437429B
CN103437429B CN201310307529.3A CN201310307529A CN103437429B CN 103437429 B CN103437429 B CN 103437429B CN 201310307529 A CN201310307529 A CN 201310307529A CN 103437429 B CN103437429 B CN 103437429B
Authority
CN
China
Prior art keywords
corrugated sheet
sheet steel
screw rod
plain plate
connecting screw
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
Application number
CN201310307529.3A
Other languages
Chinese (zh)
Other versions
CN103437429A (en
Inventor
孙天明
孙飞飞
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zhejiang CTB Corrugated Steel Web Co., Ltd.
Original Assignee
Zhejiang Ctb Corrugated Steel Web Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Zhejiang Ctb Corrugated Steel Web Co Ltd filed Critical Zhejiang Ctb Corrugated Steel Web Co Ltd
Priority to CN201310307529.3A priority Critical patent/CN103437429B/en
Publication of CN103437429A publication Critical patent/CN103437429A/en
Application granted granted Critical
Publication of CN103437429B publication Critical patent/CN103437429B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Connection Of Plates (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The present invention relates to the component of stressed complexity, platform, flooring and hull, disclose a kind of corrugated sheet steel and plain plate bolt component and manufacturing process, comprise corrugated sheet steel (3), plain plate (2), described corrugated sheet steel (3) and plain plate (2) have connecting hole, corrugated sheet steel (3), plain plate (2), through corrugated sheet steel (3) and the connecting hole on plain plate (2), link together by connecting screw rod (1).Technique comprises the following steps: a, plain plate (2), corrugated sheet steel (3) carry out out connecting hole; Connecting screw rod (1) is worn in b, connecting hole; C, fasten connecting screw rod (1).Plain plate and corrugated sheet steel combining structure are linked together by connecting screw rod by the present invention, solve in prior art, because between plain plate and corrugated sheet steel, space is little, the shortcoming of installing, fastening operation cannot be carried out, have simple to operation, connect more stable advantage simultaneously.

Description

Corrugated sheet steel and plain plate bolt component and manufacturing process
Technical field
The present invention relates to the component of stressed complexity, platform, flooring and hull, particularly relate to a kind of corrugated sheet steel and plain plate bolt component and manufacturing process.
Background technology
Corrugated sheet steel is by the setting of waveform, add the virtual thickness of steel plate, make its anti-flexural property, shear resistance is significantly improved, also the feature of anisotropic is brought, namely very well, another direction is then obviously weakened, and corrugated sheet steel make use of the one side of advantage just for an anti-flexural property in direction and rigidity.But, in deck-molding higher or utilize corrugated sheet resist plane load time, then need multilayer steel plates or corrugated sheet steel combination, when this component being used for hull or steel platform, not only can play higher flexural strength, can also impact stress be alleviated, increase buoyancy.
Summary of the invention
The present invention is directed to polylith corrugated sheet steel and plain plate in prior art superimposed time, owing to being subject to the space constraint between steel plate, when multilayer steel plates is superimposed, cannot carry out the shortcoming such as being fastenedly connected, provide a kind of connecting screw rod that adopts corrugated sheet steel and plain plate are tightened together, meanwhile, due to connecting screw rod directly by adjacent two pieces especially the steel plate of more than two pieces tighten together, have simple to operation, connect more stable corrugated sheet steel and plain plate bolt component and manufacturing process simultaneously.
In order to solve the problems of the technologies described above, the present invention is solved by following technical proposals:
Corrugated sheet steel and plain plate bolt component, comprise corrugated sheet steel, plain plate, described corrugated sheet steel and plain plate have connecting hole, and corrugated sheet steel, plain plate, through the connecting hole on corrugated sheet steel and plain plate, link together by connecting screw rod.Connecting screw rod comprises long Antisliding bolt or short Antisliding bolt, with lifting thin bar on short Antisliding bolt.Promote thin bar and play the effect pulling out short Antisliding bolt and be inserted in nut in hole.
As preferably, described corrugated sheet steel is one piece, and plain plate is two pieces, corrugated sheet steel is between two blocks of plain plates, corrugated sheet steel and two blocks of plain plates have connecting hole, and corrugated sheet steel, two blocks of plain plates, through the connecting hole on corrugated sheet steel and two blocks of plain plates, connect by connecting screw rod.
Connecting screw rod is provided with plural nut, two nuts be separately positioned on corrugated sheet steel and one piece of plain plate both sides, middle be two pieces of plain plate both sides of corrugated sheet steel or the both sides of one block of plain plate.Connecting screw rod is provided with plural nut, when connecting screw rod through corrugated sheet steel and one block of plain plate time, at corrugated sheet steel and plain plate both sides, two nuts are set respectively, by corrugated sheet steel and plain plate two-way or multidirectional fastening; When connecting screw rod is through corrugated sheet steel and two blocks of plain plates, two nuts are set respectively two pieces of plain plate both sides, by two-way or multidirectional fastening for the corrugated sheet steel of two blocks of plain plates and centre thereof; When connecting screw rod extends only through one block of plain plate, by arranging two nuts in plain plate both sides, to total play location fastening, prevent the effect of plain plate and corrugated sheet steel lateral sliding.
As preferably, described corrugated sheet steel is more than two pieces, plain plate is more than three pieces, corrugated sheet steel is between two blocks of plain plates, corrugated sheet steel and plain plate have connecting hole, corrugated sheet steel, adjacent two blocks of plain plates, through the connecting hole on corrugated sheet steel and adjacent two blocks of plain plates, connect by connecting screw rod.
As preferably, described connecting screw rod is short Antisliding bolt, with lifting thin bar on short Antisliding bolt, promotes thin bar and is connected with the screw rod of short Antisliding bolt by internal thread or welding.
As preferably, described connecting screw rod is long Antisliding bolt.
As preferably, described connecting screw rod is with plural clamp nut.
As preferably, the bolt cap pressure-bearing surface of described connecting screw rod is provided with the anti-skidding rib of triangle.
As preferably, described connecting screw rod is inner cased type countersunk head screw rod.
As preferably, the trough place of described corrugated sheet steel is welded with the put more energy into ripple perpendicular with self waveform.
As preferably, described corrugated sheet steel adopts crisscross superposition, with the stressed needs of the load meeting different directions.
As preferably, the cross section of described corrugated sheet steel is trapezoidal wave.
Corrugated sheet steel and plain plate bolt component manufacturing process, comprise plain plate, corrugated sheet steel, Tapper, connecting screw rod, comprise the following steps:
A, plain plate, corrugated sheet steel carry out out connecting hole;
Put in advance in b, connecting hole or wear connecting screw rod;
C, fasten connecting screw rod.
As preferably, when described connecting screw rod is long Antisliding bolt, first by first block plain plate, the first floor corrugated sheet steel of first floor connecting screw rod through bottom, then place second layer connecting screw rod, then cover second block of plain plate, first floor connecting screw rod is fastened; Cover second layer corrugated sheet steel, lay third layer connecting screw rod simultaneously, cover the 3rd block of plain plate, second layer connecting screw rod is fastened; Cover third layer corrugated sheet, lay the 4th layer of connecting screw rod simultaneously, cover the 4th layer of plain plate, third layer connecting screw rod is fastened; Subsequent operation the like.
As preferably, when described connecting screw rod is short Antisliding bolt, before first floor cavity is tightened with short Antisliding bolt, first put into the short Antisliding bolt with promoting thin bar, and then tighten; When covering lower one deck plain plate or corrugated sheet steel, before tightening with short Antisliding bolt, also put into the short Antisliding bolt with promoting thin bar, and then tighten; By that analogy, until all assembled.
The open web type component of the plain plate be made up of this patent and corrugated sheet steel, has that virtual thickness is thick, rigidity is high, a welding distortion, the feature that steel using amount is few, and can significantly apparatus with shock absorbing, is suitable for macrotype platform, the deck of boats and ships protecting against shock and housing.
The present invention is owing to have employed above technical scheme, there is significant technique effect: plain plate and corrugated sheet steel combining structure are linked together by connecting screw rod by the present invention, solve in prior art, because between plain plate and corrugated sheet steel, space is little, the shortcoming of installing, fastening operation cannot be carried out, have simple to operation, connect more stable advantage simultaneously.
Accompanying drawing explanation
Fig. 1 is the structural representation of embodiments of the invention 1.
Fig. 2 is the structural representation of embodiments of the invention 2.
Fig. 3 is the sectional view of Fig. 2.
Fig. 4 is the structural representation of embodiments of the invention 3.
Fig. 5 is the structural representation of embodiments of the invention 4.
Fig. 6 is the short Antisliding bolt structural representation in embodiments of the invention 4.
The toponym that in above accompanying drawing, each number designation refers to is as follows: wherein 1-connecting screw rod, 2-plain plate, 3-corrugated sheet steel, 4-short Antisliding bolt, 5-ripple of putting more energy into, 11-first floor connecting screw rod, 12-second layer connecting screw rod, 13-third layer connecting screw rod, 14-the four layer of connecting screw rod, 15-long Antisliding bolt, 16-inner cased type countersunk head screw rod, 21-the first block of plain plate, 22-the second block of plain plate, 23-the three block of plain plate, 24-the four block of plain plate, 31-first floor corrugated sheet steel, 32-second layer corrugated sheet steel, 33-third layer corrugated sheet steel, 34-the four layer of corrugated sheet steel.
Detailed description of the invention
The present invention is described in further detail with embodiment below in conjunction with accompanying drawing 1 to Fig. 4:
Embodiment 1
Corrugated sheet steel and plain plate bolt component, as shown in Figure 1, comprise corrugated sheet steel 3, plain plate 2, described corrugated sheet steel 3 and plain plate 2 have connecting hole, and corrugated sheet steel 3, plain plate 2, through corrugated sheet steel 3 and the connecting hole on plain plate 2, link together by connecting screw rod 1.
The crest location of corrugated sheet steel 3 covers and flattens steel plate 2.
Connecting screw rod 1 is long Antisliding bolt 15.
The cross section of corrugated sheet steel 3 is trapezoidal wave.Corrugated sheet steel 3 adopts trapezoidal wave form steel plate, and therefore the contact surface of itself and plain plate 2 is plane, is convenient to integrally-built cooperation and installation.
Corrugated sheet steel and plain plate bolt component manufacturing process, comprise plain plate 2, corrugated sheet steel 3, Tapper, connecting screw rod 1, comprise the following steps:
A, plain plate 2, corrugated sheet steel 3 carry out out connecting hole;
Put in advance in b, connecting hole or wear connecting screw rod;
C, fasten connecting screw rod 1.
Embodiment 2
Corrugated sheet steel and plain plate bolt component, as shown in Figure 2,3, comprise corrugated sheet steel 3, plain plate 2, described corrugated sheet steel 3 and plain plate 2 have connecting hole, and corrugated sheet steel 3, plain plate 2, through corrugated sheet steel 3 and the connecting hole on plain plate 2, link together by connecting screw rod 1.
Corrugated sheet steel 3 is one piece, plain plate 2 is two pieces, and corrugated sheet steel 3, between two blocks of plain plates 2, corrugated sheet steel 3 and two blocks of plain plates 2 has connecting hole, corrugated sheet steel 3, two blocks of plain plates 2, through the connecting hole on corrugated sheet steel 3 and two blocks of plain plates 2, connect by connecting screw rod 1.
The crest location of corrugated sheet steel 3 covers and flattens steel plate 2.Plain plate 2 is arranged on the both sides up and down of corrugated sheet steel 3, contacts respectively with crest, lower crest on corrugated sheet steel 3.
Connecting screw rod 1 is inner cased type countersunk head screw rod 16.Adopt inner cased type countersunk head screw rod 16, its advantage is, when plain plate 1 tentatively regulates with corrugated sheet steel 3, inner cased type countersunk head screw rod 16 can being docked, in time adjusting to the right place in overall structure position, realizing fastening plain plate 1 and corrugated sheet steel 3 by fastening inner cased type countersunk head screw rod 16, simultaneously, by adopting inner cased type countersunk head screw rod 16, the plain plate side of corrugated sheet steel and plain plate bolt component can seem more smooth, neat, is convenient to calling and installation of later stage.
The trough place of corrugated sheet steel 3 is welded with the put more energy into ripple 5 perpendicular with self waveform.By ripple 5 of putting more energy into, the structural strength of the entirety of corrugated sheet steel and plain plate bolt component can be improved.
The cross section of corrugated sheet steel 3 is trapezoidal wave.
Corrugated sheet steel and plain plate bolt component manufacturing process, comprise plain plate 2, corrugated sheet steel 3, Tapper, connecting screw rod 1, comprise the following steps:
A, plain plate 2, corrugated sheet steel 3 carry out out connecting hole;
Put in advance in b, connecting hole or wear connecting screw rod 1;
C, fasten connecting screw rod 1.
Corrugated sheet steel 3 is clipped in the middle by two blocks of plain plates 2, and connecting screw rod 1 passes the corrugated sheet steel 3 of two blocks of plain plates 2 and centre, is fixed by fastening connecting screw rod 1, thus forms corrugated sheet steel and plain plate bolt component.Directly run through three block plates by connecting screw rod 1 to fasten and connect, compared with the existing lag bolt passing two block plates, fasten the workload connect and reduce over half; Simultaneously, also the most important thing is, because plain plate 2 and the connection centre of corrugated sheet steel 3 are hollow narrow space, staff is unapproachable, and at the medium position of steel plate, if want to connect two block plates by lag bolt, operation easier when it fastens is very high, is very not easy to manual work.And the present invention, namely the defect that in above-mentioned connected mode, operation easier is high can be solved, therefore this connected mode seems simple, but it is high with corrugated sheet steel 3 intermediate space position bolt installation difficulty to which solve plain plate 2 in the art, and fastens the problem of operating difficulties.
Embodiment 3
Corrugated sheet steel and plain plate bolt component, as shown in Figure 4, comprise corrugated sheet steel 3, plain plate 2, described corrugated sheet steel 3 and plain plate 2 have connecting hole, and corrugated sheet steel 3, plain plate 2, through corrugated sheet steel 3 and the connecting hole on plain plate 2, link together by connecting screw rod 1.
Corrugated sheet steel 3 is more than two pieces, plain plate 2 is more than three pieces, corrugated sheet steel 3 is between two blocks of plain plates 2, corrugated sheet steel 3 and plain plate 2 have connecting hole, corrugated sheet steel 3, adjacent two blocks of plain plates 2, through corrugated sheet steel 3 and the connecting hole on adjacent two blocks of plain plates 2, connect by connecting screw rod 1.
The crest location of corrugated sheet steel 3 covers and flattens steel plate 2.
Connecting screw rod 1 is long Antisliding bolt 15.Long Antisliding bolt 15 is with plural clamp nut.
The cross section of corrugated sheet steel 3 is trapezoidal wave.
Corrugated sheet steel and plain plate bolt component manufacturing process, comprise plain plate 2, corrugated sheet steel 3, Tapper, connecting screw rod 1, comprise the following steps:
A, plain plate 2, corrugated sheet steel 3 carry out out connecting hole;
Put in advance in b, connecting hole or wear connecting screw rod 1;
C, fasten connecting screw rod 1.
First by first block plain plate 21, the first floor corrugated sheet steel 31 of first floor connecting screw rod 11 through bottom, then place second layer connecting screw rod 12, then cover second block of plain plate 22, first floor connecting screw rod 11 is fastened; Cover second layer corrugated sheet steel 32, lay third layer connecting screw rod 13 simultaneously, cover the 3rd block of plain plate 23, second layer connecting screw rod 12 is fastened; Cover third layer corrugated sheet 33, lay the 4th layer of connecting screw rod 14 simultaneously, cover the 4th layer of plain plate 24, third layer connecting screw rod 13 is fastened; Subsequent operation the like.Adopt process of the present invention, the corrugated sheet steel of multilayer and the manufacture of plain plate bolt component can be realized, and adopt the lag bolt of connection two block plate, two-layer or two-layer above corrugated sheet steel combining structure cannot be carried out and produce.
Embodiment 4
As shown in Figure 5,6, the difference of the present embodiment and embodiment 1 is, connecting screw rod 1 is short Antisliding bolt 4, with lifting thin bar 41 on short Antisliding bolt 4, promotes thin bar and is connected with the screw rod of short Antisliding bolt by internal thread or welding.The bolt cap pressure-bearing surface of short Antisliding bolt 4 is provided with the anti-skidding rib 42 of triangle.When the nut of short Antisliding bolt 4 applies initial torque, the anti-skidding rib 42 of triangle starts to embed steel plate, stops the screw rod of short Antisliding bolt 4 to skid, and when the moment of torsion applied increases, the anti-skidding rib 42 of triangle embeds steel plate further and can not skid, until nut screwing clamping.
When connecting screw rod is short Antisliding bolt 4, before first floor cavity is tightened with short Antisliding bolt 4, first put into the short Antisliding bolt 4 with promoting thin bar, and then tighten; When covering lower one deck plain plate or corrugated sheet steel, before tightening with short Antisliding bolt 4, also put into the short Antisliding bolt 4 with promoting thin bar, and then tighten; By that analogy, until all assembled.
In a word, the foregoing is only preferred embodiment of the present invention, all equalizations done according to the present patent application the scope of the claims change and modify, and all should belong to the covering scope of patent of the present invention.

Claims (2)

1. corrugated sheet steel and plain plate bolt component manufacturing process, comprises plain plate (2), corrugated sheet steel (3), connecting screw rod (1), it is characterized in that: comprise the following steps:
A, plain plate (2), corrugated sheet steel (3) carry out out connecting hole;
Put in advance in b, connecting hole or wear connecting screw rod (1);
C, fasten connecting screw rod (1);
When connecting screw rod is short Antisliding bolt (4), before first floor cavity is tightened with short Antisliding bolt (4), first put into the short Antisliding bolt (4) with promoting thin bar, and then tighten; When covering lower one deck plain plate or corrugated sheet steel, before tightening with short Antisliding bolt (4), also put into the short Antisliding bolt (4) with promoting thin bar, and then tighten; By that analogy, until all assembled; The bolt cap pressure-bearing surface of short Antisliding bolt (4) is provided with the anti-skidding rib of triangle (42).
2. corrugated sheet steel according to claim 1 and plain plate bolt component manufacturing process, it is characterized in that: when connecting screw rod is long Antisliding bolt (15), first by first floor connecting screw rod (11) through first piece of plain plate (21) of bottom, first floor corrugated sheet steel (31), then second layer connecting screw rod (12) is placed, then cover second piece of plain plate (22), first floor connecting screw rod (11) is fastened; Cover second layer corrugated sheet steel (32), lay third layer connecting screw rod (13) simultaneously, cover the 3rd piece of plain plate (23), second layer connecting screw rod (12) is fastened; Cover third layer corrugated sheet (33), lay the 4th layer of connecting screw rod (14) simultaneously, cover the 4th layer of plain plate (24), third layer connecting screw rod (13) is fastened; Subsequent operation the like.
CN201310307529.3A 2013-07-18 2013-07-18 Corrugated sheet steel and plain plate bolt component and manufacturing process Active CN103437429B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201310307529.3A CN103437429B (en) 2013-07-18 2013-07-18 Corrugated sheet steel and plain plate bolt component and manufacturing process

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201310307529.3A CN103437429B (en) 2013-07-18 2013-07-18 Corrugated sheet steel and plain plate bolt component and manufacturing process

Publications (2)

Publication Number Publication Date
CN103437429A CN103437429A (en) 2013-12-11
CN103437429B true CN103437429B (en) 2016-04-20

Family

ID=49691138

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201310307529.3A Active CN103437429B (en) 2013-07-18 2013-07-18 Corrugated sheet steel and plain plate bolt component and manufacturing process

Country Status (1)

Country Link
CN (1) CN103437429B (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11465687B2 (en) * 2018-10-24 2022-10-11 Nippon Steel Corporation Automobile structural member
CN114104922B (en) * 2021-11-25 2024-02-02 安徽远成物业管理有限公司 Intelligent building construction is with convenient elevator equipment who detects maintenance

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5863408A (en) * 1981-10-14 1983-04-15 Nitto Boseki Co Ltd Method and apparatus for fixing corrugated plate
JPH0796571A (en) * 1993-09-29 1995-04-11 Sky Alum Co Ltd Structural panel
CN2249782Y (en) * 1995-04-04 1997-03-19 周国春 Composite mineral wool boards
DE10315604B3 (en) * 2003-04-05 2004-10-14 Führer, Wilfried, Prof.Dr.-Ing. Hybrid building panel comprises transparent sheet of glass or plastic and corrugated metal panel which are bolted or glued together at points where troughs in metal panel meet transparent sheet
CN201043324Y (en) * 2007-05-25 2008-04-02 姜荣行 Metallic corrugated composite board
CN201475121U (en) * 2009-08-20 2010-05-19 蔡体勇 Flange surface toothed inner hexagonal anti-loosing complete thread screw
CN101815877A (en) * 2007-08-06 2010-08-25 南希·特德赛 Screw with breakaway and methods of using the same
CN202990267U (en) * 2012-12-04 2013-06-12 华鼎建筑装饰工程有限公司 Roof system panel

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5863408A (en) * 1981-10-14 1983-04-15 Nitto Boseki Co Ltd Method and apparatus for fixing corrugated plate
JPH0796571A (en) * 1993-09-29 1995-04-11 Sky Alum Co Ltd Structural panel
CN2249782Y (en) * 1995-04-04 1997-03-19 周国春 Composite mineral wool boards
DE10315604B3 (en) * 2003-04-05 2004-10-14 Führer, Wilfried, Prof.Dr.-Ing. Hybrid building panel comprises transparent sheet of glass or plastic and corrugated metal panel which are bolted or glued together at points where troughs in metal panel meet transparent sheet
CN201043324Y (en) * 2007-05-25 2008-04-02 姜荣行 Metallic corrugated composite board
CN101815877A (en) * 2007-08-06 2010-08-25 南希·特德赛 Screw with breakaway and methods of using the same
CN201475121U (en) * 2009-08-20 2010-05-19 蔡体勇 Flange surface toothed inner hexagonal anti-loosing complete thread screw
CN202990267U (en) * 2012-12-04 2013-06-12 华鼎建筑装饰工程有限公司 Roof system panel

Also Published As

Publication number Publication date
CN103437429A (en) 2013-12-11

Similar Documents

Publication Publication Date Title
US10745912B2 (en) Assembled double steel-concrete composite shear wall embedded with damping interlayer and method for mounting same
US20140154462A1 (en) Reinforced laminated support mat
US9097004B2 (en) Combined pre-embedded anchoring slot system
CN103437429B (en) Corrugated sheet steel and plain plate bolt component and manufacturing process
JP4272180B2 (en) Steel structure and its reinforcement method
CN203847837U (en) Combined clamping pipe clamp with anti-looseness locking structure
JP4596920B2 (en) Large composite structure and method for producing large composite structure
CN204571092U (en) Prefabricated composite girder segment syndeton and the compound beam containing syndeton
CN104832507B (en) Composite-material plate joint
CN205577153U (en) Installation node of wallboard connecting piece and wallboard
KR20130004201U (en) cable cleat assembly
US20110197537A1 (en) Purlin Brace Systems
KR100748079B1 (en) Structure strengthening and repairing method using the anchorage apparatus for multi frp strip
CN210946495U (en) Combined bridge deck structure of steel-UHPC prefabricated slab
KR101401071B1 (en) H H Reinforcement apparatus for H-beam column and reinforcement method using that
CN106275241A (en) A kind of fiberglass and steel/aluminium alloy mixed structure deck
CN202416151U (en) Transverse connection structure of detachable composite bridge section components
CN105986545A (en) Prefabricated composite beam segment connecting structure and application thereof
KR102218605B1 (en) Deck panel structure for boat floor
CN202673957U (en) Self-locking fastening structure and seal structure
JP2017110394A (en) Steel frame deck bridge
JP2009084930A (en) Composite structure of steel member and concrete
CN204590314U (en) A kind of novel pre-stressed steel and wood composite shear wall
JP2021031839A (en) Support structure of horizontal structure and building
JP5840634B2 (en) Elevator guide rail reinforcement bracket and elevator guide rail reinforcement structure

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
ASS Succession or assignment of patent right

Owner name: HANGZHOU FENGSHI COLOR PLATE CO., LTD.

Free format text: FORMER OWNER: HANGZHOU BOSHU CIVIL ENGINEERING TECHNOLOGY CO., LTD.

Effective date: 20141113

C41 Transfer of patent application or patent right or utility model
COR Change of bibliographic data

Free format text: CORRECT: ADDRESS; FROM: 311215 HANGZHOU, ZHEJIANG PROVINCE TO: 311200 HANGZHOU, ZHEJIANG PROVINCE

TA01 Transfer of patent application right

Effective date of registration: 20141113

Address after: 311200 Nanyang Economic Development Zone, Xiaoshan District, Zhejiang, Hangzhou

Applicant after: Hangzhou Feng Shi color steel Co., Ltd

Address before: Hangzhou City, Zhejiang province 311215 Xiaoshan economic and Technological Development Zone, North Building 2 room 1711 Ning'an

Applicant before: Hangzhou Boshu Civil Engineering Technology Co., Ltd.

ASS Succession or assignment of patent right

Owner name: ZHEJIANG CTB CORRUGATED STEEL WEB CO., LTD.

Free format text: FORMER OWNER: HANGZHOU FENGSHI COLOR PLATE CO., LTD.

Effective date: 20150227

C41 Transfer of patent application or patent right or utility model
COR Change of bibliographic data

Free format text: CORRECT: ADDRESS; FROM: 311200 HANGZHOU, ZHEJIANG PROVINCE TO: 314422 HANGZHOU, ZHEJIANG PROVINCE

TA01 Transfer of patent application right

Effective date of registration: 20150227

Address after: 314422, No. 168-2, village, town, Hangzhou, Xiaoshan District, Zhejiang

Applicant after: Zhejiang CTB Corrugated Steel Web Co., Ltd.

Address before: 311200 Nanyang Economic Development Zone, Xiaoshan District, Zhejiang, Hangzhou

Applicant before: Hangzhou Feng Shi color steel Co., Ltd

C14 Grant of patent or utility model
GR01 Patent grant