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.