WO2006040849A1 - ライニング構造 - Google Patents
ライニング構造 Download PDFInfo
- Publication number
- WO2006040849A1 WO2006040849A1 PCT/JP2005/007258 JP2005007258W WO2006040849A1 WO 2006040849 A1 WO2006040849 A1 WO 2006040849A1 JP 2005007258 W JP2005007258 W JP 2005007258W WO 2006040849 A1 WO2006040849 A1 WO 2006040849A1
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- WO
- WIPO (PCT)
- Prior art keywords
- lining
- lining plate
- plate
- piece
- plates
- Prior art date
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
- E04H17/16—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts using prefabricated panel-like elements, e.g. wired frames
- E04H17/18—Corrals, i.e. easily transportable or demountable enclosures
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0889—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements characterised by the joints between neighbouring elements, e.g. with joint fillings or with tongue and groove connections
- E04F13/0896—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements characterised by the joints between neighbouring elements, e.g. with joint fillings or with tongue and groove connections with adhesive joining strips
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/12—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements of metal or with an outer layer of metal or enameled metal
Definitions
- the present invention relates to a lining structure such as a concrete structure, a steel structure, and a wooden structure.
- Patent Document 1 a technique for forming a titanium thin film on the surface of a concrete structure by vapor deposition has been proposed (Patent Document 1), and a titanium sheet lining plate is arranged on the surface of the concrete structure and adjacent to it.
- Patent Document 2 A technique has been proposed in which the end portions of the lining plate are brought into contact with each other, the plate is brought into contact with the abutting portion, and joined by TIG welding (Patent Document 2).
- the thickness of the titanium layer is extremely thin. Therefore, the titanium layer is damaged by physical stimulation such as impact by rubbing gravel and the like, and the concrete structure is exposed.
- the titanium sheet can be thickened, it can give a strong strength against physical stimuli, but it is welded while applying this plate, so the construction efficiency is lowered. There was a point.
- the welding method using a lining plate not only the problem of the displacement of the lining plate as described above, but also when performing welding using a lining plate on a concrete structure.
- the heat generated during welding causes melting of the concrete and that a thin material cannot be used.
- the welded part is linear, stress is applied to the welded part. The problem was that the welded part was likely to break when it was hard.
- Patent Document 3 a lining structure combining a rectangular lining plate with bent portions formed on all sides and a triangular lining plate has been proposed (Patent Document 3), but is processed by a rolling process.
- Corrosion-resistant materials such as corrosion-resistant metal materials and corrosion-resistant alloys containing the metal as a main component have poor bending performance in the direction perpendicular to the rolling direction, so that the bending curve is usually only in the direction parallel to the rolling direction.
- the technology that is applied and bent over all sides is processed by the rolling process described above! Difficult to apply to rusting corrosion resistant materials! The ⁇ and ⁇ ⁇ problem is the answer.
- Patent Document 1 Japanese Patent Laid-Open No. 6-234582
- Patent Document 2 Japanese Patent Laid-Open No. 2001-71128
- Patent Document 3 JP-A-6-240840
- the present invention has been made in view of the strong situation, and a first object is to provide a receiving piece for joining on the lining plate, and to attach the receiving piece to the abutting portion of the lining plate.
- a plate back plate
- the second purpose is to prevent water-tightness by restricting the position of the lining plate by restricting the movement of the receiving pieces regardless of the material used for the lining plate.
- a lining structure of the present invention includes a lining plate
- the Jung plate includes a receiving piece formed on both side portions of the rectangular lining plate main body via a bending step portion, and a covering piece formed on the remaining side portion of the lining plate main body.
- Plates are arranged in the vertical and horizontal directions on the surface to be lined, and among the lining plates adjacent in the vertical and horizontal directions, the covering piece of the other lining plate is overlaid on the receiving piece of one of the lining plates.
- the lining plate body of one of the lining plates and the covering piece of the other lining plate are butted together, and the butted portion is joined by welding, an adhesive, or a combination thereof.
- the lining plate includes first and second lining plates, and the first and second lining plates extend from both side portions of the rectangular lining plate main body through folding step portions. And a cover piece extending from the remaining side force of the lining plate body, and the first lining plate is formed on the end of the receiving piece from which the receiving piece is formed. A protrusion piece extending in the extending direction of the side portion of the inboard plate body, and the second lining plate is located on a side of an end portion of the receiving piece, and is different from the cover and the piece.
- the space portion is an introduction portion for introducing the receiving piece and the protruding piece portion, and the first and second lining plates are alternately arranged in a vertical and horizontal direction on the surface to be lined in a staggered manner.
- the covering piece of the other lining plate is overlapped with the receiving piece of the lining plate, and the lining plate body of one of the lining plates and the covering piece of the other lining plate are in contact with each other.
- the protruding piece of the receiving piece of the plate overlaps with the covering piece of the second lining plate through the introduction portion of the second lining plate, and between the ends of the receiving pieces of the second lining plate adjacent in the oblique direction. It is desirable that the lining plate be restricted by the receiving piece and the protruding piece.
- the lining plate is formed by bending a corrosion-resistant metal plate having a single square shape or a shape close to a square shape.
- the lining plate is formed of a corrosion-resistant metal material, a corrosion-resistant alloy material containing the metal as a main component, or a metal material that has been subjected to a corrosion-resistance coating process or a surface treatment, and is bent.
- the stepped portion is preferably formed by bending in the rolling direction.
- each of the corrosion-resistant metal and the corrosion-resistant alloy material is composed of titanium and an alloy containing titanium as a main component.
- the corrosion-resistant alloy material is made of a stainless material.
- the lining plate is formed of a metal material, and that these materials have a protective effect such as wear resistance and heat resistance, and design properties.
- the lining plate is preferably formed by bending a single rectangular plate or a metal plate having a shape close to a square.
- the lining plate is formed of a non-metallic material or a composite material of a metallic material and a non-metallic material, and these materials have a protective effect such as wear resistance and heat resistance, and design properties. desirable.
- the non-metallic material is plastics, FRP, or ceramics.
- the surface to be lined is an inner surface or an outer surface of a concrete structure or both of them.
- the surface to be lined is an inner surface and / or an outer surface of a steel structure.
- the surface to be lined is an inner surface and / or an outer surface of a wooden structure.
- the receiving pieces of the first and second lining plates are fixed to the surface to be lined by anchor bolts or an adhesive layer.
- the lining plate main bodies of the first and second lining plates are preferably fixed to the surface to be lined by anchor bolts or an adhesive layer.
- the lining plate includes receiving pieces formed on both side portions of the rectangular lining plate main body via bending step portions, and the remaining side portions of the lining plate main body.
- a cover piece of the other lining plate is overlapped on a receiving piece of the one lining plate, and a lining plate body of the one lining plate and a cover piece of the other lining plate Therefore, the lining plate is regulated so that the lining plate does not shift due to contact between the receiving pieces.
- the joint portion of the plate can be prevented from opening carelessly, and the water tightness at the joint portion can be improved.
- construction accuracy can be improved by the powerful positioning function of the receiving piece.
- the lining plate comprises first and second lining plate forces, and the first and second lining plates are provided on both sides of the rectangular lining plate body.
- a receiving piece extending from the side through a bent step, and a covering piece extending the remaining side force of the lining plate body, wherein the first lining plate is an end of the receiving piece.
- a projecting piece portion extending in the extending direction of the side portion of the lining plate main body on which the receiving piece is formed, and the second lining plate is provided at a side of an end portion of the receiving piece.
- a space portion different from the covering piece is used as an introduction portion for introducing the receiving piece and the projecting piece portion, and the first and second lining plates are intersected in the vertical direction and the horizontal direction on the surface to be lined.
- the first and second labels are arranged in a staggered pattern and are adjacent in the vertical and horizontal directions.
- the receiving piece of one of the lining plates is overlapped with the covering piece of the other lining plate, and the lining plate body of one of the lining plates is in contact with the covering piece of the other lining plate
- the projecting piece of the receiving piece of the first lining plate passes through the introduction portion of the second lining plate and overlaps the cover and piece of the second lining plate, and is adjacent to the second lining plate in an oblique direction. Because the movement of the lining plate is regulated mutually through the receiving piece and the projecting piece, the position of the lining plate is difficult to shift. It is possible to reliably perform welding and adhesion by the receiving piece on the back surface, which can not only improve the reliability of watertightness, but also to improve the reliability of watertightness. More Ki is possible to improve, it is possible to improve the construction accuracy.
- the lining plate is formed of a metal material such as a corrosion-resistant metal
- the butt portion of the lining plate can be joined by welding, and if it is applied, the receiving piece is brought into contact with the butt portion of the lining plate. Since it can be used as a (back plate), it is possible to prevent the melting of concrete due to the heat effect on the concrete frame structure and the deterioration of welding quality due to the volatile components of the concrete. Furthermore, since thin lining plates can be used, not only can material costs be reduced, but the strength of ordinary butt welds can be improved. wear.
- the lining plate when the area of the lining plate must be reduced due to construction reasons, the amount of the required plate per unit covering area increases, and the effect of the present invention becomes remarkable.
- a titanium plate which is a representative of corrosion-resistant metals, is used for butt welding that has been carried out in the past, the titanium plate has high oxygen affinity and is oxidized, so the shield gas is placed behind the butt portion.
- the lining structure of the present invention it is possible to achieve good bonding by TIG welding while suppressing acidification without supplying shield gas to the back side of the butt portion. Since there is no need to use a dedicated plate member separately from the plate, construction efficiency can be improved.
- Corrosion-resistant metals include titanium, tantalum, niobium, hafnium, aluminum, nickel and the like, or corrosion-resistant alloys mainly composed of these metals, stainless steel, and the like.
- Corrosion-resistant material coating treatment, plating, PVD, CVD Examples of the metal material that has been subjected to surface treatment and corrosion resistance, etc. include titanium, titanium alloys containing titanium as a main component, and stainless steel from the viewpoint of corrosion resistance and cost.
- a typical titanium plate is taken as an example. Since the bent step portions are formed only on both sides of the lining plate, the titanium plate is used. It can be used as a lining plate. That is, since the titanium plate produced by the rolling process can be bent only in the direction parallel to the rolling direction as described above, the bending of the bent portion is applied to the titanium plate in the direction. The board can be applied.
- the bent portion can be processed by a processing method such as press forming, roll forming, hot forming, forging, etc. without being limited to bending.
- the molding force is not particularly limited.
- Non-metallic materials include, for example, thermoplastic polymer materials such as polyethylene resin, polypropylene resin, polyamide resin, acrylic resin, polysalt resin resin, phenol resin, urea resin, epoxy It is possible to use plastic materials such as thermosetting polymer materials such as resin and FRP materials which are composite materials such as unsaturated polyester resin and glass fiber. If these materials are used, modified silicone resin, synthetic rubber, which is a plastic material with elasticity that is not only easy to panel lining due to the light weight of the material. The use of resin and natural rubber-based resin allows the lining material itself to be flexible and flexible, so that the concrete lining structure, steel structure, and wooden structure that are the materials to be lined can be used. It is possible to improve the adhesion to the.
- thermoplastic polymer materials such as polyethylene resin, polypropylene resin, polyamide resin, acrylic resin, polysalt resin resin, phenol resin, urea resin, epoxy
- plastic materials such as thermosetting polymer materials such as resin and FRP materials which are composite materials such as unsaturated
- non-metallic material fine ceramic materials or clays, feldspars, feldspars, etc. made by sintering alumina, magnesia, zirconia, silicon carbide, silicon nitride, or a mixture thereof are sintered.
- ceramic materials such as bricks, ceramics, and glass created by ligation are used, heat resistance and wear resistance can be imparted to the coating material.
- molding can be performed by molding methods such as saddle molding, extrusion molding, injection molding, and tape molding.
- a metal material and a non-metal material such as plastic, it is possible to provide a protective lining effect even with an inexpensive material in which the characteristics of each other are vibrant.
- FIG. 1 (a) is a perspective view showing the first lining plate of Embodiment 1 of the present invention, (b) is a cross-sectional view taken along the line A-A in (a), and (c) is B in (a). — B sectional view.
- FIG. 2 is a perspective view showing a state before the first lining plate is bent.
- FIG. 3 (a) is a perspective view showing the second lining plate of Embodiment 1 of the present invention, and (b) is a C—
- FIG. 4 is a perspective view showing a state before the second lining plate is bent.
- FIG. 5 (a) is a front view of the same embodiment, (b) is a cross-sectional view taken along the line EE in (a), and (c) is a cross-sectional view taken along the line FF in (a).
- FIG. 6 (a) is an enlarged perspective view of the portion G in Fig. 5 (a) when viewed from the back side, and (b) is an illustration of Fig. 5 (a).
- FIG. 7 A front view showing a lining plate according to Embodiment 2 of the present invention.
- FIG. 8 is a front view showing a state in which the lining plates of the embodiment are combined.
- FIG. 10 is a front view showing an entire state in which the lining plates of the embodiment are combined.
- FIG. 11 is a perspective view of a lining plate according to Embodiment 3 of the present invention.
- FIG. 13 (a) is a front view showing an entire state in which the lining plates of the embodiment are combined, (b) is a longitudinal sectional view of (a), and (c) is a transverse sectional view of (a). .
- FIG. 14 (a) is a perspective view of the first lining plate in Embodiment 4 of the present invention, (b) is a cross-sectional view taken along the line H-H in (a), and (c) is a cross-sectional view taken along the line I-I in (a).
- FIG. 14 (a) is a perspective view of the first lining plate in Embodiment 4 of the present invention, (b) is a cross-sectional view taken along the line H-H in (a), and (c) is a cross-sectional view taken along the line I-I in (a).
- FIG. 15 (a) is a perspective view of a second lining plate according to Embodiment 4 of the present invention
- FIG. 15 (b) is a sectional view taken along line J J in (a)
- FIG. 15 (c) is a sectional view taken along line KK in FIG.
- FIG. 16 (a) is a front view showing an entire state in which the lining plates of the embodiment are combined, (b) is a longitudinal sectional view of (a), and (c) is a transverse sectional view of (a). .
- the lining structure for the purpose of anticorrosion of the present embodiment is composed of two types of lining plates, a first lining plate 1 and a second lining plate 2, which are titanium alloy plates (corrosion resistant metal plates). Example).
- the first lining plate 1 is formed by bending a single corrosion-resistant material plate 1 ⁇ (shown in FIG. 2) having a shape close to a square to be punched and formed as shown in FIG. That is, the first lining plate 1 includes a receiving piece 13 that protrudes outward from the lining plate main body 11 through bent step portions 12 on both side portions of the rectangular lining plate main body 11 and both end forces of the receiving piece 13. A protruding piece portion 14 is provided, and a covering piece 15 is formed on the remaining side portion of the lining plate main body 11.
- the lining plate main body 11 and the covering piece 15 are formed to be flush with each other, and the boundary line between the lining plate main body 11 and the covering piece 15 is indicated by a one-dot chain line.
- the second lining plate 2 is formed by bending a single corrosion-resistant material plate 2 A (shown in FIG. 4) having a shape close to a square to be stamped and formed, as shown in FIG. That is, the second lining plate 2 includes a receiving piece 23 formed on both side portions of the rectangular lining plate main body 21 via the bent step portions 22, and a cover formed on the remaining side portions of the lining plate main body 21.
- a space 25 (a portion indicated by a two-dot chain line) on the side of the end portion of the receiving piece 23 and a level difference with the covering piece 25 is provided with the receiving piece 13 and the projecting piece portion 14 of the first lining plate 1. This is the introduction section 24 for introduction.
- the lining plate body 21 and the covering piece 25 are formed so as to be flush with each other, and the boundary line between the lining plate body 21 and the covering piece 25 is indicated by a one-dot chain line.
- the length L1 including the covering piece 15 of the first lining plate 1 and the length L2 of the lining plate body 21 of the second lining plate 2 are set to be the same, and the lining of the first lining plate 1
- the length L11 of the plate body 11 and the length L21 including the covering piece 25 of the second lining plate 2 are set differently.
- Corrosion-resistant materials include titanium, tantalum, niobium, hafnium, anoremi, nickel, etc., or corrosion-resistant alloys based on these metals, stainless steel, etc., or surface treatments such as plating, PVD, CVD, etc.
- Corrosion-resistant materials such as metal materials with corrosion resistance Forces mentioned Power from the viewpoint of corrosion resistance and cost
- titanium or a titanium alloy mainly containing titanium or stainless steel is used.
- FIG. 5 shows that the first and second lining plates 1 and 2 are alternately positioned in the vertical direction and the horizontal direction on the inner wall surface of the water treatment tank of the concrete structure as an example of the structure to be lined. It shows a state where it is arranged in a staggered pattern.
- the receiving pieces 13 and 23 and the projecting piece 14 of the lining plates 1 and 2 are fixed to the surface X to be lined by an anchor, an adhesive layer or a combination thereof not shown.
- the covering piece 25 of the other lining plate 2 (1) is placed on the receiving piece 13 (23) of one lining plate 1 (2). 15) are stacked, and the lining plate body 11 (21) of one lining plate 1 (2) and the covering piece 25 (15) of the other lining plate 2 (1) are brought into contact with each other.
- the butt is joined by TIG welding, adhesive, or a combination of them.
- the protruding piece 14 of the receiving piece 13 of the first lining plate 1 passes through the introduction portion 24 of the second lining plate 2, and the back surface of the covering piece 25 of the second lining plate 2. And the end of the receiving piece 13 is located in the introduction part 24. Further, the projecting piece portion 14 is formed between the end portion of the receiving piece 23 of the second lining plate 2 and the end portion of the receiving piece 23 of the second lining plate 2 obliquely adjacent to the second lining plate 2. Located to interrupt.
- these receiving pieces 13 and 23 are arranged without concentrating on one point. Also, the adjacent receiving pieces 13 and 23 are positioned such that their mutual movements are regulated by the presence of the protruding piece 14.
- the lining plate bodies 11 and 21 of the first and second lining plates 1 and 2 are arranged in a staggered manner, so that the abutting portions of the adjacent lining plates 1 and 2 in a row are arranged.
- the lining plates 1 and 2 of the row adjacent to the row can be positioned so as to straddle, and can effectively resist the shearing force.
- the presence of the projecting piece portion 14 can avoid the receiving pieces 13 and 23 from being concentrated on the force place, so that the force can be distributed to the external force, and the positions of the lining plates 1 and 2 can be reduced. It becomes difficult to slip.
- the projecting piece 14 is located on the back side of the covering piece 25 of the second lining plate 2 through the introduction portion 24 of the second lining plate 2, an external force such as seismic force as shown in FIG. 6 (c).
- an external force such as seismic force as shown in FIG. 6 (c).
- the lining plates 1 and 2 are lifted from the lined surface X.
- the protruding piece 14 hits the back side of the covering piece 25 of the lining plate 2 as shown by the white arrow in FIG. It is possible to prevent loosening of the joints 1 and 2.
- the lining plates 400A and 400B that do not have the protruding piece portion 14 as shown in FIG. 4D do not have the floating resistance due to the protruding piece portion 14, and therefore rise easily.
- the receiving pieces 13 and 23 can be used for preventing the lining plates 1 and 2 from being displaced. As a result, even if a shearing force as shown by the arrow in Fig. 5 is applied due to vibration caused by an earthquake or the like, resistance against this will be exerted to prevent deterioration of watertightness due to displacement of the lining plates 1 and 2. Can do.
- the dimensions of the first and second lining plates 1 and 2 can be appropriately changed within a range in which the above functions can be exhibited.
- the width dimension of the receiving pieces 13, 23 and the projecting piece portion 14 is less than 50%, preferably 5 to 45%, more preferably 10 to 20% of the entire width dimension of the lining plates 1 and 2.
- the thickness of the lining plate is usually at least 0.1 Olmm, preferably 0.1 mm force and 5. Omm, and more preferably 0.5 mm force and 2. Omm.
- the anti-corrosion lining structure of this embodiment is composed of two types of lining plates, a first lining plate 100 and a second lining plate 110, and these lining plates are titanium alloy plates (an example of a corrosion-resistant material). It is. Similar to the first lining plate 1 of the first embodiment, the first lining plate 100 protrudes outward of the lining plate main body 101 via the bent step portions 102 on both sides of the rectangular lining plate main body 101. A piece 103, a projecting piece portion 104 on which both end forces of the receiving piece 103 are also provided, and a covering piece 105 formed on the remaining side portion of the lining plate main body 101 are provided.
- the second lining plate 110 includes three types of second lining plates 110a, 110b, and 11 Oc having different dimensions. These second lining plates 110a to 110c are the same as the second lining plate 2 of the first embodiment. Similarly, receiving pieces 113a to 113c formed on both sides of the rectangular lining plate main body 11 la to l 1 lc via the bent step portions 11 2a to 112c, and the remaining lining plate main body 11 la to 11 lc The cover formed on the side portion includes pieces 115a to 115c.
- the receiving piece of the second lining plate 110a A space portion on the side of the end portion of 113a and different from the covering piece 115a is used as an introduction portion 114a for introducing the receiving piece 103 and the protruding piece portion 104 of the first lining plate 100.
- the first and second lining plates 100, 110a to 110c are alternately positioned in the vertical and horizontal directions on the inner wall surface of the water treatment tank of the concrete structure.
- the covering piece of the other lining plate is superimposed on one receiving piece of the lining plates adjacent in the vertical and horizontal directions.
- the protruding piece 104 of the receiving piece 103 of the first lining plate 100 is located on the back side of the covering piece 115a of the second lining plate 110a through the introduction portion 114a of the adjacent second lining plate 110a.
- the end portion of the receiving piece 103 of the first lining plate 100 is located at the introduction portion 114a of the second lining plate 110a.
- the protruding piece 104 of the receiving piece 103 of the first lining plate 100 is adjacent to the end of the receiving piece 113a of the second lining plate 110a in an oblique direction as shown in FIG. Since the second lining plate 110c is positioned so as to cut in between the end of the receiving piece 113c of the second lining plate 110c, the receiving pieces 103, 113a to l13c are arranged without concentrating on one point, and the force is also adjacent to each other. The receiving pieces are positioned so that their movements are regulated.
- the lining plate main body of the lining plate and the cover piece of the other lining plate are abutted, and the abutting portion is joined by TIG welding, an adhesive, or a combination thereof.
- FIG. 11 to FIG. 13 show Embodiment 3, and the lining plates 200 and 200A are formed by bending a rectangular corrosion-resistant material plate to be stamped and formed on both sides of the rectangular lining plate body 2 01 and 201A.
- Receiving pieces 203, 203A are formed on the sides over the entire length of the sides via the bent step portions 202, 202A, and the remaining side portions of the lining plate main bodies 201, 201A are not covered with bending calories.
- 204 and 204A are provided.
- the lining plate bodies 201 and 201A and the covering pieces 204 and 204A are formed so as to be flush with each other.
- These lining plates 200 and 200A are set to the same size, and are arranged in the vertical and horizontal directions as shown in Fig. 13, and one receiving piece 203 (203 A) of the adjacent lining plates 200 and 200A.
- the other cover piece 204A (204) is stacked on top of each other, and one lining plate body 201 (2 01 A) and the other cover piece 204A (204) are butted together, and the butted portion is welded or welded. Are bonded by an adhesive or a combination thereof.
- a receiving piece for joining is provided on the lining plate, and the receiving piece is used as an abutment plate (back plate) for the butt portion of the lining plate, so that good TIG welding can be achieved while suppressing acidification. As well as securing, construction efficiency can be improved.
- the receiving pieces 203, 203A of the adjacent lining plates 200, 200A are brought into contact with each other so that the lining plates 200, 200A are mutually regulated so as not to be displaced. It is possible to improve the water tightness of the joint portion.
- FIGS. 14 to 16 show the fourth embodiment, and the lining plates 300 and 300A are formed by bending a substantially square corrosion-resistant metal plate to be stamped and formed, and the rectangular lining plate bodies 301 and 301A are formed.
- Receiving pieces 303, 303A are formed on both sides J through bending steps 302A, and the remaining side portions of the lining plate main bodies 301, 301A are provided with covering pieces 304, 304A that are not subjected to bending force. Configured.
- the lining plate main bodies 301 and 301A and the covering pieces 304 and 304A are formed to be flush with each other.
- these lining plates 300 and 300A are made by abutting one lining plate body 301 (301A) and the other covering piece 304A (304) as shown in FIG.
- the parts are joined by welding or adhesive or a combination of them, but the lining plates 300 and 300A are set to have different dimensions so that they are arranged in a staggered manner as shown in the figure! This is different from the third embodiment.
- Adhesives include epoxy adhesives, acrylic adhesives, silicone adhesives, modified silicone adhesives, natural rubber adhesives, synthetic rubber adhesives, urethane adhesives, polymer cements
- Adhesives with high adhesiveness that can be arbitrarily selected from the above can be used, but there are differences in physical properties such as the thermal expansion coefficient of the corrosion-resistant metal used for the lining plate and the coated material
- a silicon-based, modified silicon-based, natural rubber-based, synthetic rubber-based adhesive, etc. which have excellent flexibility not only with high adhesiveness, are preferable.
- the surface to be lined may be formed of a steel material.
- the lining plate may be turned upside down, the lining plate main body may be fixed directly to the surface to be lined, and the receiving piece may be applied in a state where the surface of the lined surface is buoyant.
- the force shown for the anti-corrosion lining plate made of a corrosion-resistant material is not limited to this.
- the lining plate material is not limited to this. Is adopted.
- a protective effect such as wear resistance and heat resistance, such as a wear resistant alloy or a heat resistant alloy, and to have a high design in terms of texture.
- various metal processing methods such as the above-described press bending and bending, such as bending force and forging, are employed.
- the surface of the lining plate may be subjected to a coating treatment.
- the lining plate may be formed of a non-metallic material or a composite material of a metallic material and a non-metallic material.
- a ceramic molded plate is used in places where properties such as fire resistance, heat resistance, wear resistance, and erosion resistance are required.
- Typical ceramics include fine ceramics made by sintering alumina, beryllia, mullite, steatite, magnesia, etc., or a mixture of these, and bricks made by sintering clay, feldspar, feldspar, etc. Examples include ceramics such as ceramics and glass.
- a ceramic forming method a mud swallowing method, a pressure forming method, an extrusion forming method and the like can be considered.
- plastic plates such as hard chloride bule plates are relatively cheaper than metals and metal alloys, and since there are many types of grease, they can be used according to their characteristics. In places where mechanical strength is required, reinforced plastic (FRP) is used. Various molding methods can be considered depending on the type of plastic.
- FRP reinforced plastic
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Finishing Walls (AREA)
- Building Environments (AREA)
- Arc Welding In General (AREA)
- Butt Welding And Welding Of Specific Article (AREA)
- Panels For Use In Building Construction (AREA)
- Laminated Bodies (AREA)
- Road Paving Structures (AREA)
Abstract
Description
Claims
Priority Applications (6)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP05730609.4A EP1801310B1 (en) | 2004-10-08 | 2005-04-14 | Lining structure |
DK05730609.4T DK1801310T3 (en) | 2004-10-08 | 2005-04-14 | Clothing structure |
US11/576,809 US7980036B2 (en) | 2004-10-08 | 2005-04-14 | Lining structure |
ES05730609.4T ES2551685T3 (es) | 2004-10-08 | 2005-04-14 | Estructura de revestimiento |
PL05730609T PL1801310T3 (pl) | 2004-10-08 | 2005-04-14 | Struktura okładzinowa |
SI200532015T SI1801310T1 (sl) | 2004-10-08 | 2005-04-14 | Obložna zgradba |
Applications Claiming Priority (4)
Application Number | Priority Date | Filing Date | Title |
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JP2004-296684 | 2004-10-08 | ||
JP2004296684 | 2004-10-08 | ||
JP2005-020031 | 2005-01-27 | ||
JP2005020031A JP3709485B1 (ja) | 2004-10-08 | 2005-01-27 | ライニング構造 |
Publications (1)
Publication Number | Publication Date |
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WO2006040849A1 true WO2006040849A1 (ja) | 2006-04-20 |
Family
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Application Number | Title | Priority Date | Filing Date |
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PCT/JP2005/007258 WO2006040849A1 (ja) | 2004-10-08 | 2005-04-14 | ライニング構造 |
PCT/JP2005/018122 WO2006040946A1 (ja) | 2004-10-08 | 2005-09-30 | パネルの接合構造 |
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Application Number | Title | Priority Date | Filing Date |
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PCT/JP2005/018122 WO2006040946A1 (ja) | 2004-10-08 | 2005-09-30 | パネルの接合構造 |
Country Status (12)
Country | Link |
---|---|
US (1) | US7980036B2 (ja) |
EP (1) | EP1801310B1 (ja) |
JP (1) | JP3709485B1 (ja) |
KR (1) | KR100956691B1 (ja) |
DK (1) | DK1801310T3 (ja) |
ES (1) | ES2551685T3 (ja) |
HU (1) | HUE026247T2 (ja) |
PL (1) | PL1801310T3 (ja) |
PT (1) | PT1801310E (ja) |
SI (1) | SI1801310T1 (ja) |
TW (1) | TW200612024A (ja) |
WO (2) | WO2006040849A1 (ja) |
Families Citing this family (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102007019716A1 (de) * | 2007-04-26 | 2008-10-30 | Airbus Deutschland Gmbh | Faser-Metall-Laminat-Panel |
ITMC20110066A1 (it) * | 2011-11-21 | 2012-02-20 | Giuseppe Gentili | Modulo per la dissipazione sismica costituito da sfere resistenti alla compressione immerse in un materiale a bassa densita' variabile. |
PL226086B1 (pl) | 2012-04-17 | 2017-06-30 | Więcek Bogdan Budmat | Element pokrycia dachowego, blachodachowka, wyposazony w wytloczenia |
PL403087A1 (pl) | 2013-03-11 | 2014-09-15 | Więcek Bogdan Budmat | Element pokrycia dachowego (blachodachówka) wyposażony w klamrę |
PL403552A1 (pl) * | 2013-04-15 | 2014-10-27 | Więcek Bogdan Budmat | Sposób krycia dachu elementami pokrycia dachowego (blachodachówkami) |
JP5999824B1 (ja) * | 2015-11-27 | 2016-09-28 | 日新製鋼株式会社 | 金属屋根材並びにそれを用いた屋根葺き構造及び屋根葺き方法 |
DE202017100719U1 (de) * | 2016-06-12 | 2017-02-21 | Hubei Yongyi Metal Flooring Co.,Ltd | Edelstahl-Metallboden |
CN106352167B (zh) * | 2016-11-22 | 2023-07-28 | 南通虹波机械有限公司 | 一种非常规结构管道及其制作方法 |
EP3964669A1 (en) | 2017-06-27 | 2022-03-09 | Flooring Industries Limited, SARL | Wall or ceiling panel and wall or ceiling assembly |
JP6513863B1 (ja) * | 2018-07-23 | 2019-05-15 | 株式会社昭和 | ライニング構造 |
US11459770B1 (en) * | 2019-04-16 | 2022-10-04 | Gary E. Gotfredson | Metal wall panel system |
TWI777308B (zh) * | 2019-11-21 | 2022-09-11 | 新加坡商保綠萊私人有限公司 | 拼裝板式儲箱 |
US11840845B2 (en) * | 2020-05-08 | 2023-12-12 | Tundra Composites, LLC | Sliding joinery |
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- 2005-01-27 JP JP2005020031A patent/JP3709485B1/ja active Active
- 2005-04-14 KR KR1020077010261A patent/KR100956691B1/ko active IP Right Grant
- 2005-04-14 PT PT57306094T patent/PT1801310E/pt unknown
- 2005-04-14 WO PCT/JP2005/007258 patent/WO2006040849A1/ja active Application Filing
- 2005-04-14 DK DK05730609.4T patent/DK1801310T3/en active
- 2005-04-14 PL PL05730609T patent/PL1801310T3/pl unknown
- 2005-04-14 US US11/576,809 patent/US7980036B2/en not_active Expired - Fee Related
- 2005-04-14 EP EP05730609.4A patent/EP1801310B1/en not_active Not-in-force
- 2005-04-14 SI SI200532015T patent/SI1801310T1/sl unknown
- 2005-04-14 HU HUE05730609A patent/HUE026247T2/en unknown
- 2005-04-14 ES ES05730609.4T patent/ES2551685T3/es active Active
- 2005-05-23 TW TW094116765A patent/TW200612024A/zh not_active IP Right Cessation
- 2005-09-30 WO PCT/JP2005/018122 patent/WO2006040946A1/ja active Application Filing
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JPH06240840A (ja) | 1993-01-29 | 1994-08-30 | Ayhan Akkayan | 壁の外面のパネルのライニング |
JPH06234582A (ja) | 1993-02-09 | 1994-08-23 | Ohbayashi Corp | コンクリート表面の保護方法 |
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Also Published As
Publication number | Publication date |
---|---|
WO2006040946A1 (ja) | 2006-04-20 |
EP1801310B1 (en) | 2015-08-12 |
US20070277464A1 (en) | 2007-12-06 |
SI1801310T1 (sl) | 2015-11-30 |
PT1801310E (pt) | 2015-11-13 |
KR100956691B1 (ko) | 2010-05-10 |
DK1801310T3 (en) | 2015-10-12 |
TW200612024A (en) | 2006-04-16 |
JP3709485B1 (ja) | 2005-10-26 |
TWI355448B (ja) | 2012-01-01 |
JP2006132304A (ja) | 2006-05-25 |
PL1801310T3 (pl) | 2016-01-29 |
US7980036B2 (en) | 2011-07-19 |
KR20070051955A (ko) | 2007-05-18 |
EP1801310A4 (en) | 2011-11-09 |
ES2551685T3 (es) | 2015-11-23 |
HUE026247T2 (en) | 2016-05-30 |
EP1801310A1 (en) | 2007-06-27 |
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