US20200256064A1 - Metal wall material and wall construction method using same - Google Patents

Metal wall material and wall construction method using same Download PDF

Info

Publication number
US20200256064A1
US20200256064A1 US16/647,253 US201816647253A US2020256064A1 US 20200256064 A1 US20200256064 A1 US 20200256064A1 US 201816647253 A US201816647253 A US 201816647253A US 2020256064 A1 US2020256064 A1 US 2020256064A1
Authority
US
United States
Prior art keywords
wall material
protruding rib
body portion
metal wall
metal
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.)
Abandoned
Application number
US16/647,253
Inventor
Tomoyuki NAGATSU
Yuugo OOTA
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.)
Nippon Steel Nisshin Co Ltd
Original Assignee
Nippon Steel Nisshin 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 Nippon Steel Nisshin Co Ltd filed Critical Nippon Steel Nisshin Co Ltd
Publication of US20200256064A1 publication Critical patent/US20200256064A1/en
Abandoned legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00Coverings or linings, e.g. for walls or ceilings
    • E04F13/07Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08Coverings 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
    • E04F13/0801Separate fastening elements
    • E04F13/0832Separate fastening elements without load-supporting elongated furring elements between wall and covering elements
    • E04F13/0833Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable
    • E04F13/0835Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable the fastening elements extending into the back side of the covering elements
    • E04F13/0837Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable the fastening elements extending into the back side of the covering elements extending completely through the covering elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00Coverings or linings, e.g. for walls or ceilings
    • E04F13/07Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08Coverings 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
    • E04F13/0801Separate fastening elements
    • E04F13/0832Separate fastening elements without load-supporting elongated furring elements between wall and covering elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/284Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
    • E04C2/292Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and sheet metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D1/00Roof covering by making use of tiles, slates, shingles, or other small roofing elements
    • E04D1/12Roofing elements shaped as plain tiles or shingles, i.e. with flat outer surface
    • E04D1/18Roofing elements shaped as plain tiles or shingles, i.e. with flat outer surface of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D1/00Roof covering by making use of tiles, slates, shingles, or other small roofing elements
    • E04D1/24Roofing elements with cavities, e.g. hollow tiles
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D1/00Roof covering by making use of tiles, slates, shingles, or other small roofing elements
    • E04D1/28Roofing elements comprising two or more layers, e.g. for insulation
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00Coverings or linings, e.g. for walls or ceilings
    • E04F13/07Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08Coverings 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
    • E04F13/0864Coverings 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 composed of superposed elements which overlap each other and of which the flat outer surface includes an acute angle with the surface to cover
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00Coverings or linings, e.g. for walls or ceilings
    • E04F13/07Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08Coverings 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
    • E04F13/0866Coverings 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 composed of several layers, e.g. sandwich panels or layered panels
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00Coverings or linings, e.g. for walls or ceilings
    • E04F13/07Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08Coverings 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
    • E04F13/0875Coverings 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 having a basic insulating layer and at least one covering layer
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00Coverings or linings, e.g. for walls or ceilings
    • E04F13/07Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08Coverings 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
    • E04F13/12Coverings 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D1/00Roof covering by making use of tiles, slates, shingles, or other small roofing elements
    • E04D1/34Fastenings for attaching roof-covering elements to the supporting elements
    • E04D2001/3408Fastenings for attaching roof-covering elements to the supporting elements characterised by the fastener type or material
    • E04D2001/3423Nails, rivets, staples or straps piercing or perforating the roof covering material
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D1/00Roof covering by making use of tiles, slates, shingles, or other small roofing elements
    • E04D1/34Fastenings for attaching roof-covering elements to the supporting elements
    • E04D2001/347Fastenings for attaching roof-covering elements to the supporting elements characterised by the fastening pattern
    • E04D2001/3473Fastenings for attaching roof-covering elements to the supporting elements characterised by the fastening pattern fastening single roof elements to the roof structure with or without indirect clamping of neighbouring roof covering elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D1/00Roof covering by making use of tiles, slates, shingles, or other small roofing elements
    • E04D1/34Fastenings for attaching roof-covering elements to the supporting elements
    • E04D2001/3488Fastenings for attaching roof-covering elements to the supporting elements characterised by the type of roof covering elements being fastened
    • E04D2001/3494Fastenings for attaching roof-covering elements to the supporting elements characterised by the type of roof covering elements being fastened made of rigid material having a flat external surface
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00Coverings or linings, e.g. for walls or ceilings
    • E04F13/07Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08Coverings 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
    • E04F13/0801Separate fastening elements
    • E04F13/0832Separate fastening elements without load-supporting elongated furring elements between wall and covering elements
    • E04F13/0833Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable
    • E04F13/0851Hooking means on the back side of the covering elements

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Finishing Walls (AREA)

Abstract

A metal wall material 1 according to the present invention comprises: a front substrate 10 made of a metal sheet, the front substrate 10 comprising a body portion 100 formed into a box shape; a back substrate 11 arranged on a back side of the front substrate 10 so as to cover an opening of the body portion 100; and a core material 12 filled between the body portion 100 and the back substrate 11, the metal wall material 1 being tightened to a wall base by driving at least one tightening member into the body portion 100, wherein a top plate portion 101 of the body portion 100 comprises at least one protruding rib 3 comprised of at least one protrusion 30 disposed along a side of a polygon or along a circle, and wherein the metal wall material 1 is configured such that the tightening member is driven into an inner region 3a of the protruding rib 3.

Description

    TECHNICAL FIELD
  • The present invention relates to a metal wall material that is tightened on a wall base by driving a tightening member, and a wall construction method using the same.
  • BACKGROUND ART
  • The present inventors have attempted implementation of a surface member for overlap roofing as disclosed in the following Patent Document 1, i.e., a metal wall material including a metal front substrate; a back substrate disposed on a back side of the front substrate; and a core material made of a foamed resin filled between the front substrate and the back substrate. After being disposed on a wall base, such a metal wall material is tightened to the wall base by driving a tightening member such as a nail or a screw.
  • CITATION LIST Patent Literature
  • Japanese Patent Application Publication No. S64-37826 A
  • SUMMARY OF INVENTION Technical Problem
  • When the tightening member is driven into the metal wall material as described above, a pressure caused by the driving of the binding member may lead to a depression or buckling around the driven position of the tightening member. Such a depression or buckling will cause retention of moisture such as rain water that will cause corrosion of the metal wall material, and deterioration of the design of the metal wall material. In order to prevent the depression or buckling, a method of increasing a sheet thickness of the front substrate can be considered. However, such a method results in an increase in the weight of the wall.
  • The present invention has been made to solve the above problems. An object of the present invention is to provide a metal wall material that can decrease a depression and buckling in the front substrate due to the driving of the tightening member, and a wall construction method using the same.
  • Solution to Problem
  • The present invention relates to a metal wall material comprising: a front substrate made of a metal sheet, the front substrate comprising a body portion formed into a box shape; a back substrate arranged on a back side of the front substrate so as to cover an opening of the body portion; and a core material filled between the body portion and the back substrate, the metal wall material being tightened to a wall base by driving at least one tightening member into the body portion, wherein a top plate portion of the body portion comprises at least one protruding rib comprised of at least one protrusion disposed along a side of a polygon or along a circle, and wherein the metal wall material is configured such that the tightening member is driven into an inner region of the protruding rib.
  • The present invention also relates to a wall construction method using a metal wall material comprising: a front substrate made of a metal sheet, the front substrate comprising a body portion formed into a box shape; a back substrate arranged on a back side of the front substrate so as to cover an opening of the body portion; and a core material filled between the body portion and the back substrate, a top plate portion of the body portion comprising at least one protruding rib comprised of at least one protrusion disposed along a side of a polygon or along a circle, wherein the wall construction method comprises the steps of: placing the metal wall material on a wall base; and driving at least one tightening member into an inner region of the protruding rib to tighten the metal wall material to the wall base.
  • Advantageous Effects of Invention
  • According to the metal wall material and the wall construction method using the same according to the present invention, the protruding rib comprised of at least one protrusion disposed along a side of a polygon or along a circle is provided on the top plate portion of the body portion and the tightening member is driven into the inner region of the protruding rib, thereby enabling the depression or buckling in the front substrate due to the driving of the tightening members to be reduced.
  • BRIEF DESCRIPTION OF DRAWINGS
  • FIG. 1 is a front view showing a metal wall material according to an embodiment of the present invention.
  • FIG. 2 is a back view showing the metal wall material 1 in FIG. 1.
  • FIG. 3 is a cross-sectional view of the metal wall material taken along the line III-III in FIG. 1.
  • FIG. 4 is an explanatory view showing another aspect of the body portion in FIG. 1.
  • FIG. 5 is explanatory view showing a wall construction structure and wall construction method using the metal wall material 1 in FIG. 1.
  • FIG. 6 is an enlarged plan view of the region VI in FIG. 1.
  • FIG. 7 is a cross-sectional view taken along the line VII-VII in FIG. 6.
  • FIG. 8 is a plan view showing a circle that falls within the inner region in FIG. 6.
  • FIG. 9 is explanatory view showing a variation of the protruding rib in FIG. 6.
  • FIG. 10 is explanatory view showing a further variation of the protruding rib in FIG. 6.
  • FIG. 11 is an explanatory view showing a still another variation of the protruding rib in FIG. 6.
  • DESCRIPTION OF EMBODIMENTS
  • Embodiments for carrying out the present invention will be described with reference to the drawings.
  • Embodiments for Carrying out the Present Invention:
  • FIG. 1 is a front view showing a metal wall material 1 according to an embodiment of the present invention, FIG. 2 is a back view showing the metal wall material 1 in FIG. 1, FIG. 3 is a cross-sectional view of the metal wall material 1 taken along the line III-III in FIG. 1, FIG. 4 is an explanatory view showing another aspect of the body portion in FIG. 1, and FIG. 5 is explanatory view showing a wall construction structure and wall construction method using the metal wall material 1 in FIG. 1.
  • A metal wall member 1 as shown in FIGS. 1 to 3 is arranged together with other metal wall members on a wall base of a building such as a house, as shown in FIG. 5. As particularly shown in FIG. 3, the metal wall member 1 includes a front substrate 10, a back substrate 11, and a core material 12.
  • The front substrate 10 is made of a metal sheet and appears on the outer surface of the wall as the metal wall material 1 is placed on the wall base. The metal sheet making up the front substrate 10 that can be used includes a hot-dip Zn plated steel sheet, a hot-dip Al plated steel sheet, a hot-dip Zn plated stainless steel sheet, a hot-dip Al plated stainless steel sheet, a stainless steel sheet, an Al sheet, a Ti sheet, a coated hot-dip Zn plated steel sheet, a coated hot-dip Al plated steel sheet, a coated hot-dip Zn plated stainless steel sheet, a coated hot-dip Al plated stainless steel sheet, a coated stainless steel sheet, a coated Al sheet or a coated Ti sheet.
  • Preferably, the thickness of the metal sheet is 0.5 mm or less. An increasing thickness of the metal sheet will result in increased strength of the wall material, while resulting in increased weight of the wall material. The thickness of the metal sheet of 0.5 mm or less can prevent the weight of the metal wall material 1 from becoming excessive. In addition, the metal sheet has a thickness of 0.27 mm or more. The thickness of the metal sheet of 0.27 mm or more can ensure strength required for the wall, and sufficiently provide wind pressure resistance performance. The wind pressure resistance performance refers to performance for which the metal wall material 1 can withstand strong wind without buckling of the metal wall material 1.
  • The front substrate 10 includes a box-shaped body portion 100 having a top plate portion 101 and peripheral wall portions 102. The body portion 100 is preferably formed by performing drawing or bulging processing on a metal sheet. By forming the box-shaped body portion 100 by performing the drawing or bulging processing, each of the side wall portions 102 can have a wall surface that is continuous in the circumferential direction of the front substrate 10, and any likelihood that water enters the inside of the body portion 100 can be reduced. However, it is also possible to bend the metal sheet having a shape as shown in FIG. 4 along the dashed lines in the figure to form the box-shaped body portion 100.
  • When the steel sheet (the hot-dip Zn plated steel sheet, the hot-dip Al plated steel sheet, the hot-dip Zn plated stainless steel sheet, the hot-dip Al plated stainless steel sheet, the stainless steel sheet, the Al sheet, the Ti sheet, the coated hot-dip Zn plated steel sheet, the coated hot-dip Al plated steel sheet, the coated hot-dip Zn plated stainless steel sheet, the coated hot-dip Al plated stainless steel sheet or the coated stainless steel sheet) is used as the metal sheet of the front substrate 10 and when the body portion 100 is formed by the drawing or bulging processing, the hardness of the peripheral wall portions 102 are increased by work hardening. More particularly, the Vickers hardness of each peripheral wall portion 102 can be increased to about 1.4 to 1.6 times the hardness before the working, The wind pressure resistance performance of the metal wall member 1 is significantly improved by virtue of the fact that each peripheral wall portion 102 has the wall surface that is continuous in the circumferential direction of the front substrate 10, as described above, and by virtue of the fact that the hardness of each peripheral wall portion 102 is increased by work hardening.
  • The back substrate 11 is a member that is arranged on the back side of the front substrate 10 so as to covert an opening of the body portion 100. The back substrate 11 that can be used include lightweight materials such as an aluminum foil, aluminum vapor deposited paper, aluminum hydroxide paper, calcium carbonate paper, resin films or glass fiber paper and the like. The use of these lightweight materials for the back substrate 11 allows prevention of an increase in the weight of the metal wall material 1.
  • The core material 12 is made of, for example a foamed resin or the like, and is filled between the body portion 100 of the front substrate 10 and the back substrate 11. The filling of the core material 12 between the body portion 100 of the front substrate 10 and the back substrate 11 can lead to a stronger adhesion of the core material 12 to the inside of the body portion 100 as compared with an embodiment where a backing material such as a resin sheet or the like is attached onto the back side of the front substrate 11, so that the performance required for the wall materials, such as rainfall noise reduction, and heat insulation, can be improved.
  • The material of the core material 12 includes, but not limited to, for example, urethane, phenol and cyanurate resins. For wall materials, however, certified noncombustible materials are suitably used. The test for certification of noncombustible material is conducted by a heat release test according to the cone calorimeter test method defined in ISO 5660-1. If the foamed resin for forming the core material 12 is urethane having a higher calorific value or the like, the thickness of the core material 12 may be decreased, or inorganic expandable particles may be incorporated into the foamed resin.
  • A height h of the body portion 100 filled with the core material 12 is preferably 4 mm or more and 8 mm or less. The height h of the body portion 100 of 4 mm or more enables sufficiently higher strength of the body portion 100, and improved wind pressure resistance. The height h of 4 mm or more can also provide improved heat insulation properties. The height h of the body portion 100 of 8 mm or less can prevent the organic mass of the core material 12 from becoming excessive, and can allow certification of noncombustible material to be more reliably obtained.
  • As shown in FIG. 5, the metal wall material 1 is adapted such that a width direction 100 a (a longitudinal direction) of the body portion 100 extends along a direction 4 parallel to an eave of the wall, and a depth direction 100 b (a short direction) of the body portion 100 as described below extends along an upper-lower direction 5 of the wall. Each metal wall material 1 is fastened to the wall base by driving fastening members such as screws or nails. Further, in the upper-lower direction 5, the metal wall material 1 on the lower side is arranged on the wall base while being overlapped onto the metal wall material 1 on the lower side.
  • Returning to FIG. 1, the top plate portion 101 of the body portion 100 includes a plurality of tightening indicators 2 spaced apart from each other along the width direction 100 a of the body portion 100, and a protruding rib 3 arranged around each tightening indicator 2. The tightening indicators 2 and the protruding ribs 3 are described below in more detail.
  • FIG. 6 is an enlarged plan view of the region VI in FIG. 1, FIG. 7 is a cross-sectional view taken along the line VII-VII in FIG. 6, and FIG. 8 is a plan view showing a circle that falls within the inner region in FIG. 6. The tightening indicators 2 indicate positions for driving the tightening members into the metal wall material 1. As shown in FIGS. 6 and 7, each of the tightening indicators 2 of this embodiment is composed of a concave portion having a circular shape in plan view. However, each of the tightening indicators 2 may present any other form in which the operator can visually or tactually recognize the tightening position of the tightening member, such as, for example, a convex body, an opening, or a printed or engraved symbol.
  • Each protruding rib 3 is formed by a plurality of protrusions 30 disposed along a side of a rectangle extending in the depth direction 100 b of the body portion 100. Each tightening indicator 2 is disposed in an inner region 3 a of each protruding rib 3. That is, the metal wall material 1 according to the present embodiment is configured such that the tightening member is driven into the inner region 3 a of the protruding rib 3, and the tightening member is driven into the inner region 3 a of the protruding rib 3 when carrying out wall construction (creating a wall) as shown in FIG. 5.
  • As shown in FIG. 7, each protrusion 30 is structured by allowing a part of the metal sheet forming the top plate portion 101 to protrude. A vertical inner wall 30 a of each protrusion 30 extends in a direction intersecting with a wall surface of the inner region 3 a of the protruding rib 3, and can be resistant to deformation of the inner region 3 a when the tightening member is tightened to the inner region 3 a (the tightening indicator 2) of the protruding rib 3. That is, the tightening member is driven into the inner region 3 a (the tightening indicator 2) of the protruding rib 3, thereby reducing a depression or buckling of the front substrate 10 due to the driving of the tightening member.
  • As shown in FIG. 6, each protruding rib 3 is provided with a plurality of opening portions 31 that communicate an outer region 3 b with the inner region 3 a of the protruding rib 3. For the protruding rib 3 according to the present embodiment, the four opening portions 31 are formed by lacking the protrusions 30 at both ends of the upper and lower sides of the rectangle. In the opening portion 31, surfaces under the same conditions as those of the surfaces of the inner region 3 a and the outer region 3 b of the protruding rib 3 preferably extend. By providing the opening portion 31 in the protruding rib 3, a flow of air passing inside and outside the protruding rib 3 can be ensured even if an upper portion of the protruding rib 3 is blocked by the other metal wall material as shown in FIG. 5. This can allow evaporation of moisture such as rainwater to be facilitated even if the moisture enters the inner region 3 a of the protruding rib 3, thereby reducing any risk where moisture will remain in the inner region 3 a of the protruding rib 3.
  • Here, the opening portions 31 positioned at both ends of the lower side of the rectangle form lower side opening portions 31E positioned on the lower sides of the protruding rib 3 when the metal wall material 1 is disposed on the wall base. The lower side means a downstream side in a flow direction of the wall. By providing such lower side opening portions 31E, the moisture that has entered the inner region 3 a of the protruding rib 3 can escape through the lower side opening portions 31E to the outer region 3 b of the protruding rib 3, thereby enabling a risk where the moisture will remain in the inner region 3 a of the protruding rib 3 to be reduced.
  • A ratio of the opening portions 31 in each protruding rib 3 (hereinafter referred to as an opening ratio) is preferably 50% or less. The opening ratio can be defined by the following equation:

  • Opening Ratio (%)=(Total of Center Angles Corresponding to Opening Portions/360)×100
  • The center angles corresponding to the opening portions are angles θ1 to θn between straight lines corresponding to the respective opening portions 31 a when a circle having the largest radius that falls within the inner region 3 a is drawn as shown in FIG. 8, and the straight lines passing through the center of the circle and both inner ends of each opening portion 31 a are drawn. In the case of the embodiment where the four opening portions 31 a are provided on the protruding rib 3 as shown in FIG. 8, it is expressed as the opening ratio (%)={(θ1234)/360}×100. The circle that falls within the inner region 3 a means a circle that is located inside the protruding rib 3 and that does not extend beyond the vertical inner wall 30 a of all the protruding portions 30. Further, the symbol n is an arbitrary positive number corresponding to the number of opening portions 31. As will be described later with reference to Examples, the opening ratio of the protruding rib 3 of 50% or less can suppress deformation of the front substrate 10 due to the driving of the tightening member to a smaller level.
  • Each protrusion 30 preferably has a height H of 0.2 mm or more. The height H corresponds to a distance between a surface of the inner region 3 a or the outer region 3 b of the protruding rib 3 and a top of the protruding portion 30. As will be described later with reference to Examples, the height of each protrusion 30 of 0.2 mm or more can suppress the deformation of the front substrate 10 due to the driving of the tightening member to a smaller level.
  • A value (W/H) obtained by dividing a width W of each protrusion 30 by the height H of each protrusion 30 is preferably 3 or more. The width W corresponds to a distance between the vertical inner wall 30 a and a vertical outer wall of the protrusion 30. As will be described later with reference to Examples, the value of W/H of 3 or more can avoid the processing of forming the protrusions 30 from being severe, and more reliably avoid cracks from occurring in a coated film formed on the surface of the metal sheet forming the top plate portion 101.
  • It is preferable that a shortest distance L from the center position of the inner region 3 a to each protrusion 30 is 5 mm or more and 20 mm or less. The shortest distance L from the center position of the inner region 3 a to each protrusion 30 can be defined by a radius of a circle having the largest radius that falls within the inner region 3 a (see FIG. 8). As will be described later with reference to Examples, the shortest distance L of 5 mm or more and 20 mm or less can suppress the deformation of the front substrate 10 due to the driving of the tightening member to a smaller level.
  • Next, FIG. 9 is explanatory view showing a variation of the protruding rib 3 in FIG. 6. As shown in FIGS. 9(a) to 9(h), the protrusion(s) 30 forming each protruding rib 3 may be arranged along a circle. As shown in FIGS. 9(a), (e), (f) and (g), the protruding rib 3 may be structured by one protruding portion 30, and as shown in FIGS. 9(b) to (d) and (h), the protruding rib 3 may be structured by a plurality of protruding portions 30.
  • As shown in FIGS. 9(b) to 9(d), a plurality of opening portions 31 may be arranged to face each other with the center positions of the protruding rib 3 interposed therebetween, or as shown in FIGS. 9(e) and (f), one opening portion 31 may be provided such that the opening rate of the protruding rib 3 is 50%. As shown in FIG. 9(h), a part of the opening portions 31 may be the lower side opening portion 31E while the opening ratio of the protruding rib 3 is 50%.
  • Next, FIG. 10 is explanatory view showing a further variation of the protruding rib 3 in FIG. 6. As shown in FIGS. 10(a) to 10(h), the protrusion(s) 30 forming each protruding rib 3 may be disposed along a side of a square. As shown in FIGS. 10(a) and 10(e), the protruding rib 3 may be structured by one protrusion 30. As shown in FIGS. 10(b) to 10(d) and FIGS. 10(f) to (h), the protruding rib 3 may be structured by a plurality of protrusions 30.
  • As shown in FIGS. 10(b) to (d), (f) and (g), a plurality of opening portions 31 may be arranged to face each other with the center positions of the protruding rib 3 interposed therebetween, or as shown in FIG. 10(e), one opening portion 31 may be provided such that the opening ratio of the protruding rib 3 is 50%. As shown in FIG. 10(h), a part of the opening portions 31 may be the lower opening portion 31E while the opening ratio of the protruding rib 3 is 50%.
  • Next, FIG. 11 is explanatory view showing other variation of the protruding rib 3 in FIG. 6. As shown in FIGS. 11(a) to 11(e), the protruding portion 30 forming the protruding rib 3 may be disposed along sides of a triangle, a rhombus (quadrangle), a pentagon and an octagon. Further, the protrusion 30 may be arrange along sides of a polygon having twist angles. Even if the protrusions 30 are arranged along the sides of the triangle, rhombus (quadrangle), pentagon and octagon as shown in FIGS. 11(a) to (e), the opening portion(s) can be provided as shown in FIGS. 9 and 10.
  • EXAMPLES
  • Examples are now illustrated, The inventors experimentally produced samples of the metal wall material 1 under conditions given below.
  • A coated hot-dip Zn-55% Al plated steel sheet, a coated hot-dip Zn-6% Al-3% Mg plated steel sheet or a coated hot-dip Al plated steel sheet, which had a size of 0.20 mm to 0.6 mm, was used as the material of the front substrate 10.
  • Glass fiber paper having a size of 0.2 mm, Al metallized paper having a size of 0.2 mm, a PE resin film having a size of 0.2 mm, an Al foil having a size of 0.1 mm or a coated hot-dip Zn plated steel sheet having a size of 0.27 mm was used as the back substrate 11.
  • A two-liquid mixture type foam resin was used as the core material 12. The mixing ratio of a polyol component and isocyanate, phenol or cyanurate component was 1:1, in a ratio by weight.
  • The front substrate 10 was processed to have a predetermined thickness and shape of the wall material. The back substrate 11 was then disposed on the back side of the front substrate 10 so as to cover the opening of the body portion 100, and the foam resin was injected into the gap between the body portion 100 of the front substrate 10 and the back substrate 11, using a commercially available high-pressure injection machine. Foaming of the resin was accomplished by maintaining the resin for 2 minutes in a mold at which the temperature was adjusted to 70° C. by circulating hot water; subsequently, the wall material was removed from the mold, and was allowed to stand for 5 minutes at room temperature of 20° C., to complete foaming of the resin.
  • After complete of the foaming of the resin, the metal sheet extending from a lower edge of the body portion 100 toward the outer direction of the body portion 100 was cut such that a protruding width of a flange was 5 mm, and the cut metal sheet was subjected to a bending process by means of a bender to have a predetermined shape. The dimensions of the final metal wall member 1 were 414 mm×910 mm. The thickness of the final wall material was in the range of from 3 mm to 8 mm.
  • Such samples were subjected to the following evaluations: (1) evaluation of the weight of the wall material; (2) evaluation of a depression during tightening; (3) evaluation of cracking on the coated film; and (4) evaluation of ease of rainwater flow, while changing the shape of each protruding rib 3, the presence or absence of the lower side opening portion 31E, the height H of the protruding portion 30, the shortest distance L from the center position of the inner region 3 a to the protruding portion 30, the value obtained by dividing the width W of the protrusion 30 by the height H of the protrusion 30, and the opening ratio (a ratio of the opening portions 31 in the protruding rib 3). The results are shown in the Table as shown below.
  • TABLE 1
    Details of Samples and Performance Evaluation Results
    Details of Samples
    Presence or Performance Evaluation Results
    Absence of Protrusion Cracking Easeof
    Thick- Eave Lower Protrusion Shortest Width W Wall Depression on Rain-
    ness Rib Side Height Distance Protrusion Opening Material during Coated water
    Classification (mm) Shape Opening H (mm) L (mm) Height H Ratio (%) Weight Tightening Film Flow
    Examples 1 0.3 Circular Present 0.3 10 17 10
    2 0.3 Rectangular Present 0.3 10 17 12.5
    3 0.3 Triangular Present 0.8 15 19 20
    4 0.35 Pentagonal Present 1 20 10 40
    5 0.35 Hexagonal Present 1 20 10 40
    6 0.5 Hexagonal Present 1 20 3 40
    7 0.4 Circular Present 0.5 10 10 15
    Comparative 1 0.6 Triangular Present 0.5 10 10 30 Δ
    Examples 2 0.3 Square Absent 0.3 10 10 52 Δ Δ
    3 0.3 Square Present 0.3 23 15 15 Δ
    4 0.4 Pentagonal Present 0.1 10 10 15 Δ
    5 0.4 Hexagonal Present 0.3 10 2 15 Δ
    6 0.4 Circular Present 1.1 10 2.7 15 Δ
    7 0.27 Circular Absent 0.2 5 15 0 Δ
    8 0.3 Square Absent 0.3 5 10 0 Δ
  • (1) Evaluation Criteria of Wall Material Weight
  • The unit weight of each wall material was measured and evaluated from construction properties in accordance with the following criteria.
  • ∘: unit weight of wall material of less than 20 N/sheet; and
  • Δ: unit weight of wall material of 20 N/sheet or more.
  • (2) Evaluation Criteria of Depression during Tightening
  • As the tightening member, a commercially available best screw (a diameter of 4.0 mmφ×a length of 35 mm) from YAMAKI SANGYO co., ltd., and an impact driver (TD136D from Makita Corporation) were used to tighten two wall material sheets stacked to each other. For the depression during the tightening, the depression of the tightened wall material on the upper side were measured by means of a gap gauge and evaluated according to the following evaluation criteria:
  • ∘: Depression of less than 2 mm during tightening; and
  • Δ: Depression of 2 mm or more during tightening.
  • (3) Evaluation of Cracking on Coated Film
  • The cracking on the coated film which occurred on a coated steel sheet when forming the protrusion 30 was visually observed with a magnifying glass at magnitudes of 10 times, and evaluated according to the following evaluation criteria:
  • ∘: No cracking on the coated film was observed or minor cracking was observed; and
  • Δ: Significant cracking on the coated film was observed.
  • (4) Ease of Rainwater Flow
  • The wall material was inclined at a gradient of 15°, 1000 mL of tap water was allowed to flow over the wall material, and a situation where the water remained in the inner region 3 a of the protruding rib 3 was visually evaluated according to the following evaluation criteria:
  • ∘: Water fluently flowed and almost no water remained in the inner region;
  • Δ: Water remained.
  • As shown in Comparative Example 1, when the thickness of the metal sheet forming the front substrate 10 was 0.6 mm, the unit weight of the wall material was 250 N/m2 or more, and the weight of the wall material was evaluated as Δ. On the other hand, as shown in the Examples, the unit weight of the wall material was able to be less than 20 N/sheet by the thickness of the metal sheet forming the front substrate 10 being 0.5 mm or less. These results indicated that the thickness of the metal sheet forming the front substrate 10 is preferably 0.5 mm or less.
  • As shown in Comparative Example 2, when the opening ratio of the protruding rib 3 was more than 50%, the depression during tightening was 2 mm or more, and the depression during tightening was evaluated as Δ. On the other hand, as shown in Examples, when the opening ratio was 50% or less, the depression during tightening could be less than 2 mm. These results indicated that the opening ratio is preferably 50% or less.
  • As shown in Comparative Example 3, when the shortest distance L from the center position of the inner region 3 a to the protrusion 30 was more than 20 mm, the depression during tightening was 2 mm or more, and the depression during tightening was evaluated as Δ. On the other hand, as shown in Examples, when the shortest distance L was 20 mm or less, the depression during tightening could be less than 2 mm. These result indicated that the shortest distance L is preferably 20 mm or less. In addition, when the shortest distance L is decreased, the protrusion 30 may become a barrier and hinder the fastening work when the wall material is fastened by a nail or a screw using a hammer, a driver, or an electric tool. For this reason, the shortest distance L is preferably 5 mm or more.
  • As shown in Comparative Example 4, when the height H of the protrusion 30 was less than 0.2 mm, the depression during tightening was 2 mm or more, and the depression during tightening was evaluated as Δ. On the other hand, as shown in Examples, when the height H of the protrusion 30 was 0.2 mm or more, the depression during tightening could be less than 2 mm. These result indicated that the height H of the protrusion 30 is preferably 0.2 mm or more.
  • As shown in Comparative Examples 5 and 6, when the value obtained by dividing the width W of the protrusion 30 by the height H of the protrusion 30 was less than 3, cracking occurred on the coated film, and the cracking on the coated film was evaluated as Δ. On the other hand, as shown in Examples, when the value obtained by dividing the width W of the protrusion 30 by the height H of the protrusion 30 was 3 or more, the cracking on the coated film could be avoided. These results indicated that the value obtained by dividing the width W of the protrusion 30 by the height H of the protrusion 30 is preferably 3 or more.
  • As shown in Comparative Examples 2, 7, and 8, when the lower side opening portion 31E was not provided, water remained in the inner region 3 a of the protruding rib 3, and the ease of rainwater flow was evaluated as Δ. On the other hand, as shown in the Examples, when the lower side opening portion(s) 31E was/were provided, water remaining in the inner region 3 a of the protruding rib 3 could be avoided. These results indicated that it is preferable to provide the lower side opening portion(s) 31E.
  • In the metal wall material 1 and the wall construction method using the metal wall material 1, the top plate portion 101 of the body portion 100 comprises at least one protruding rib 3 composed of at least one protruding portion 30 disposed along the side of the polygon or along the circle, and the tightening member is driven into the inner region 3 a of the protruding rib 3, so that the depression or buckling of the front substrate 10 due to the driving of the tightening member can be reduced.
  • Further, the protruding rib 3 is provided with at least one opening portion 31 for communicating the outer region 3 b with the inner region 3 a of the protruding rib 3, so that the flow of air passing inside and outside the protruding rib 3 can be ensured even if the upper portion of the projected rib 3 is blocked by the other metal wall material. Thus, even if moisture such as rainwater enters the inner region 3 a of the protruding rib 3, evaporation of the water can be promoted, thereby reducing a risk where moisture remains in the inner region 3 a of the protruding rib 3.
  • Furthermore, at least one opening portion 31 includes an lower side opening portion 31E located on the lower side of the protruding rib 3 when the metal wall material 1 is disposed on the wall base, so that moisture that has entered the inner region 3 a can escape through the lower side opening portion 31E to the outer region 3 b of the protruding rib 3, thereby reducing a risk where the moisture will remain in the inner region 3 a of the protruding rib 3.
  • Moreover, the ratio (opening ratio) of the opening portions 31 in the protruding rib 3 is 50% or less, so that deformation of the front substrate 10 due to the driving of the tightening member can be suppressed to a smaller level.
  • Also, the height H of the protrusion 30 is 0.2 mm or more, so that deformation of the front substrate 10 due to the driving of the tightening member can be suppressed to a smaller level.
  • Further, the value (W/H) obtained by dividing the width W of the protrusion 30 by the height H of the protrusion 30 is 3 or more, so that cracking can be more reliably prevented from occurring on the coated film formed on the surface of the metal sheet forming the top plate portion 101.
  • Furthermore, the shortest distance from the center position of the inner region 3 a to the protrusion 30 is 5 mm or more and 20 mm or less, so that deformation of the front substrate 10 due to the driving of the tightening member can be suppressed to a smaller level.
  • Moreover, the sheet thickness of the metal sheet forming the front substrate 10 is 0.5 mm or less, so that excessively increased weight of the metal wall material 1 can be more reliably avoided.

Claims (9)

1. A metal wall material comprising:
a front substrate made of a metal sheet, the front substrate comprising a body portion formed into a box shape;
a back substrate arranged on a back side of the front substrate so as to cover an opening of the body portion; and
a core material filled between the body portion and the back substrate, the metal wall material being tightened to a wall base by driving at least one tightening member into the body portion,
wherein a top plate portion of the body portion comprises a protruding rib comprised of at least one protrusion disposed along a side of a polygon or along a circle, and wherein the metal wall material is configured such that the tightening member is driven into an inner region of the protruding rib.
2. The metal wall material according to claim 1, wherein the protruding rib comprises at least one opening portion that communicates an outer region with the inner region of the protruding rib.
3. The metal wall material according to claim 2, wherein the at least one opening portion includes a lower side opening portion located on a lower side of the protruding rib when the metal wall material is disposed on the wall base.
4. The metal wall material according to claim 2, wherein a ratio of the opening portions in the protruding rib is 50% or less.
5. The metal wall material according to claim 1, wherein the protrusion has a height of 0.2 mm or more.
6. The metal wall material according to claim 5, wherein a value obtained by dividing a width of the protrusion by the height of the protrusion is 3 or more.
7. The metal wall material according to claim 1, wherein a shortest distance from a center position of the inner region to the protrusion is 5 mm or more and 20 mm or less.
8. The metal wall material according to claim 1, wherein the metal sheet forming the front substrate has a thickness of 0.5 mm or less.
9. A wall construction method using a metal wall material comprising: a front substrate made of a metal sheet, the front substrate comprising a body portion formed into a box shape; a back substrate arranged on a back side of the front substrate so as to cover an opening of the body portion; and a core material filled between the body portion and the back substrate, a top plate portion of the body portion comprising a protruding rib comprised of at least one protrusion disposed along a side of a polygon or along a circle, the wall construction method comprising the steps of:
placing the metal wall material on a wall base; and
driving at least one tightening member into an inner region of the protruding rib to tighten the metal wall material to the wall base.
US16/647,253 2017-09-28 2018-09-21 Metal wall material and wall construction method using same Abandoned US20200256064A1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP2017-188623 2017-09-28
JP2017188623A JP6981147B2 (en) 2017-09-28 2017-09-28 Metal wall material and wall construction method using it
PCT/JP2018/035136 WO2019065524A1 (en) 2017-09-28 2018-09-21 Metal wall material and wall construction method using same

Publications (1)

Publication Number Publication Date
US20200256064A1 true US20200256064A1 (en) 2020-08-13

Family

ID=65903118

Family Applications (1)

Application Number Title Priority Date Filing Date
US16/647,253 Abandoned US20200256064A1 (en) 2017-09-28 2018-09-21 Metal wall material and wall construction method using same

Country Status (10)

Country Link
US (1) US20200256064A1 (en)
EP (1) EP3690164A4 (en)
JP (1) JP6981147B2 (en)
KR (1) KR20200053488A (en)
CN (1) CN111148884A (en)
AU (1) AU2018343395A1 (en)
PH (1) PH12020550150A1 (en)
RU (1) RU2020114710A (en)
TW (1) TW201932689A (en)
WO (1) WO2019065524A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11261603B2 (en) 2017-05-23 2022-03-01 Nippon Steel Nisshin Co., Ltd. Metallic roof material and roofing method using same

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112554396A (en) * 2020-12-11 2021-03-26 李兴 Wind-resistant building curtain wall with inner and outer layers capable of being mutually eliminated

Family Cites Families (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR927992A (en) * 1946-04-27 1947-11-14 plate element forming material for roofs and terraces
US4712351A (en) * 1986-11-10 1987-12-15 The Celotex Corporation Vinyl siding
JPS6437826A (en) 1987-08-04 1989-02-08 Matsushita Electric Ind Co Ltd Electrolyte for driving electrolytic capacitor
JP2826334B2 (en) * 1989-01-24 1998-11-18 株式会社アイジー技術研究所 Panel joint structure
JPH0967901A (en) * 1995-08-31 1997-03-11 Furukawa Electric Co Ltd:The Building material for roof and exterior facing
JPH10238069A (en) * 1997-02-25 1998-09-08 Ig Tech Res Inc Outer wall structure
JP2001288854A (en) * 2000-04-07 2001-10-19 Mtr Business Corporation:Kk Roof material, its manufacturing method, and execution method for roof material
JP2008240321A (en) * 2007-03-27 2008-10-09 Ig Kogyo Kk Roofing material
JP5393958B2 (en) * 2007-06-08 2014-01-22 アイジー工業株式会社 External wall material connection structure
ES2373894B1 (en) * 2009-10-08 2012-12-17 Asturiana De Laminados, S.A. PLATE FOR COVERS AND FACADES AND COVERING OBTAINED THROUGH THE USE OF SUCH PLATE.
US8307599B2 (en) * 2010-07-12 2012-11-13 Certainteed Corporation Molded shingles with moisture guards for fasteners and with shingle alignment features
CN203008284U (en) * 2012-12-27 2013-06-19 上海合富建筑科技有限公司 Modeling lattice bar wall plate
JP6110973B1 (en) * 2015-10-02 2017-04-05 日新製鋼株式会社 Metal roofing material and roofing method
JP5999824B1 (en) * 2015-11-27 2016-09-28 日新製鋼株式会社 Metal roofing material, roofing structure and roofing method using the same
US11261603B2 (en) * 2017-05-23 2022-03-01 Nippon Steel Nisshin Co., Ltd. Metallic roof material and roofing method using same
CN207700591U (en) * 2018-01-04 2018-08-07 郝振欣 The wallboard of decorations

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11261603B2 (en) 2017-05-23 2022-03-01 Nippon Steel Nisshin Co., Ltd. Metallic roof material and roofing method using same

Also Published As

Publication number Publication date
EP3690164A1 (en) 2020-08-05
JP2019065466A (en) 2019-04-25
KR20200053488A (en) 2020-05-18
TW201932689A (en) 2019-08-16
AU2018343395A1 (en) 2020-03-19
RU2020114710A (en) 2021-10-28
EP3690164A4 (en) 2021-06-09
WO2019065524A1 (en) 2019-04-04
RU2020114710A3 (en) 2021-12-09
CN111148884A (en) 2020-05-12
PH12020550150A1 (en) 2021-02-08
JP6981147B2 (en) 2021-12-15

Similar Documents

Publication Publication Date Title
US11261603B2 (en) Metallic roof material and roofing method using same
EP3342951B1 (en) Metal roofing material and roofing method
KR102361313B1 (en) Metal roofing material, roof joint structure and roof joint method using the same
US20200256064A1 (en) Metal wall material and wall construction method using same
US10597874B2 (en) Metal roofing material, and roofing structure and roofing method using same
TW201930700A (en) Roof repair method and roof structure for same
JP6378237B2 (en) Metal roofing material and roofing method using the same
KR102107952B1 (en) Metal roofing material
US20180066432A1 (en) Metal roofing member, production method thereof, roofing structure and roofingmethod
EP2712790B1 (en) Curved vehicle roof with reinforcement and damping element
JP6545328B2 (en) Metal roofing material, method of manufacturing the same, roofing structure and roofing method
AU2016330878B2 (en) Metal roofing material and roofing method
TW201900995A (en) Metallic roof member and method for roofing using the metallic roof member capable of preventing the surface substrate from being recessed or bent due to the fastening members nailed into a main body section
JP6190731B2 (en) Composite structure
TW201928161A (en) Metal wall
US11248374B2 (en) Facade support system
JP2019136800A (en) Cutting machine and method for manufacturing composite architectural material using the same
JP6479923B1 (en) Eaves starter and roof structure using it
JP2018178394A (en) Metal roof material

Legal Events

Date Code Title Description
STPP Information on status: patent application and granting procedure in general

Free format text: DOCKETED NEW CASE - READY FOR EXAMINATION

STPP Information on status: patent application and granting procedure in general

Free format text: NON FINAL ACTION MAILED

STPP Information on status: patent application and granting procedure in general

Free format text: RESPONSE TO NON-FINAL OFFICE ACTION ENTERED AND FORWARDED TO EXAMINER

STPP Information on status: patent application and granting procedure in general

Free format text: FINAL REJECTION MAILED

STPP Information on status: patent application and granting procedure in general

Free format text: RESPONSE AFTER FINAL ACTION FORWARDED TO EXAMINER

STPP Information on status: patent application and granting procedure in general

Free format text: ADVISORY ACTION MAILED

STCV Information on status: appeal procedure

Free format text: NOTICE OF APPEAL FILED

STCB Information on status: application discontinuation

Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION