JP2019512620A - Scaffolding board - Google Patents
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- JP2019512620A JP2019512620A JP2018545314A JP2018545314A JP2019512620A JP 2019512620 A JP2019512620 A JP 2019512620A JP 2018545314 A JP2018545314 A JP 2018545314A JP 2018545314 A JP2018545314 A JP 2018545314A JP 2019512620 A JP2019512620 A JP 2019512620A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/08—Scaffold boards or planks
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/10—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
- E04C2/20—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of plastics
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
- E04C2/36—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by transversely-placed strip material, e.g. honeycomb panels
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
- E04C2/36—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by transversely-placed strip material, e.g. honeycomb panels
- E04C2/365—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by transversely-placed strip material, e.g. honeycomb panels by honeycomb structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/54—Slab-like translucent elements
- E04C2/543—Hollow multi-walled panels with integrated webs
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
- E04G1/153—Platforms made of plastics, with or without reinforcement
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Wood Science & Technology (AREA)
- Panels For Use In Building Construction (AREA)
- Floor Finish (AREA)
- Laminated Bodies (AREA)
Abstract
押出成形された熱可塑性材料の足場板が提供される。この板は、実質的に矩形の外形輪郭と、複数の補強材(20)とを含む。実質的に矩形の外形輪郭は、上壁(12)と底壁(14)と1対の側壁(16、18)とによって画定される。複数の補強材(20)は各々、上壁の内面と底壁の内面との間に延びる。補強材の各々は、中間部分(20c)と、1対の上部部分(20a、20b)と、1対の下部部分(20d、20e)とを有する。中間部分(20c)は、上壁(12)および底壁(14)の平面に直交する向きに配置される。1対の上部部分(20a、20b)は各々、中間部分(20c)の上部から上壁(12)の内面に向かって外方に、実質的に等しいが反対の方向にそれぞれ延びる。1対の下部部分(20d、20e)は各々、中間部分(20c)の下部から底壁(14)の内面に向かって外方に、実質的に等しいが反対の角度で延びる。A scaffold plate of extruded thermoplastic material is provided. The plate comprises a substantially rectangular outline and a plurality of stiffeners (20). A substantially rectangular outline is defined by the top wall (12), the bottom wall (14) and a pair of side walls (16, 18). A plurality of stiffeners (20) each extend between the inner surface of the top wall and the inner surface of the bottom wall. Each of the reinforcements has an intermediate portion (20c), a pair of upper portions (20a, 20b) and a pair of lower portions (20d, 20e). The middle portion (20c) is oriented orthogonal to the plane of the top wall (12) and the bottom wall (14). The pair of upper portions (20a, 20b) each extend outwardly from the top of the middle portion (20c) towards the inner surface of the upper wall (12) in a substantially equal but opposite direction. The pair of lower portions (20d, 20e) each extend outwardly from the lower portion of the middle portion (20c) toward the inner surface of the bottom wall (14) at a substantially equal but opposite angle.
Description
発明の分野
本発明は足場板に関する。
FIELD OF THE INVENTION The present invention relates to scaffolding boards.
背景
建設、解体、改築、保守および他の建築作業の際に足場を使用することは周知されておりかつ広く普及している。足場は通例、垂直建地、水平布地および水平無目の直線的枠組の仮設物を含む。建地、布地および無目は、通例、クランプによって相互に連結される鋼管である。足場板は、高所作業台を提供するために無目に跨って配置される。足場板は通常、無垢材または単板積層材(LVL)で製造される。
BACKGROUND The use of scaffolds in construction, demolition, remodeling, maintenance and other construction operations is well known and widespread. Scaffolds typically include vertical foundations, horizontal fabrics and temporary structures in a horizontal linear framework. Construction sites, fabrics and blindness are usually steel pipes interconnected by clamps. The scaffolding board is blindly placed to provide a height platform. Scaffold boards are usually manufactured from solid or veneer laminate (LVL).
比較的高価であること、比較的重いこと、腐敗しやすいこと、耐紫外線性がないこと、可燃性であること、化学物質汚染に耐性がないこと、カビ胞子や細菌の繁殖に抵抗性がないこと、および再利用可能でないことを含む、無垢材またはLVLの足場板に関連するいくつかの欠点がある。 Being relatively expensive, being relatively heavy, being susceptible to rot, being non-UV resistant, being flammable, not being resistant to chemical contamination, not being resistant to the growth of mold spores and bacteria There are several disadvantages associated with solid wood or LVL scaffolding boards, including that they are not reusable.
米国特許出願公開第2013/0192927号(出願番号第13/754212号)(特許文献1)は、ポリ塩化ビニル(PVC)で製造された代替的な足場板を開示している。開示の板は、上述の欠点のいくつかを克服する(例えば、開示の板は、腐敗せず、耐紫外線性があり、かつ再利用可能である)。しかしながら、それら足場板は、荷重下での高い撓み性という大きな欠点を有する。そのようなものとして、それら足場板は、様々な国際規格およびオーストラリア規格、特に足場板の撓み検査に合格せず、この撓み検査は、(オーストラリアやニュージーランドでは)中央に適用される使用荷重限界(例えば210kg)に応答して撓みが1mスパンにわたって10mm未満である必要がある。結果として、この製品は、オーストラリア、米国、英国、カナダ(これらの国は同様の規格を有する)および他の多くの重要な建築市場では使用することができない。 US Patent Application Publication No. 2013/0192927 (Application No. 13/754212) (Patent Document 1) discloses an alternative scaffold board made of polyvinyl chloride (PVC). The disclosed boards overcome some of the above-mentioned drawbacks (e.g. the disclosed boards are non-perishable, UV resistant and reusable). However, they have the major disadvantage of high flexibility under load. As such, the scaffolding boards do not pass the various international and Australian standards, in particular the deflection inspection of the scaffolding board, this deflection inspection being used at the center (in Australia and New Zealand) the working load limit ( The deflection needs to be less than 10 mm over 1 m span in response to, for example, 210 kg. As a result, this product can not be used in Australia, the United States, the United Kingdom, Canada (these countries have similar standards) and many other important construction markets.
別の公知の代替的な足場板は繊維強化プラスチック(FRP)で製造されている。この足場板もまた、木材/LVL板のいくつかの同様の欠点を克服する。しかしながら、この足場板はまた、比較的重い製品であり、可燃性の高いタイプのプラスチック材料から作製され、再利用が極めて困難であり、かつほどほどに高い温度での極めて高い撓み性を有する。結果として、この製品は、非常に限られた用途にのみ適している。 Another known alternative scaffolding board is made of fiber reinforced plastic (FRP). This scaffolding board also overcomes some of the similar disadvantages of wood / LVL boards. However, this scaffolding board is also a relatively heavy product, made of a highly flammable type of plastic material, very difficult to reuse and has very high flexibility at moderately high temperatures. As a result, this product is only suitable for very limited applications.
さらなる公知の代替的な足場板はポリプロピレンで製造されている。この足場板は、オーストラリアの規格も満たしていない。板は、黒色であり、太陽光で著しく柔軟になる。板はまた、発火して炎を移し得る。 A further known alternative scaffolding board is made of polypropylene. This scaffold does not meet Australian standards. The board is black and becomes extremely soft in sunlight. The board can also ignite and transfer flames.
足場板はまた、比較的高い材料費および作製費ならびに比較的高重量の点で同様の欠点がある、アルミニウムから作製されている。 The scaffolding board is also made of aluminum, which has similar disadvantages in terms of relatively high material and production costs and relatively high weight.
発明の目的
本発明の目的は、上記の欠点の1つまたは複数を実質的に克服するかまたは少なくとも改善することである。
Objects of the invention The object of the present invention is to substantially overcome or at least ameliorate one or more of the above-mentioned drawbacks.
よって、第1の局面において、本発明は、
上壁と底壁と1対の側壁とによって画定された実質的に矩形の外形輪郭と、
各補強材が、上壁の内面と底壁の内面との間に延びる、複数の補強材と
を含み、
補強材の各々が、
上壁および底壁の平面に直交する向きに配置された中間部分と、
各上部部分が、中間部分の上部から上壁の内面に向かって外方に、実質的に等しいが反対の方向にそれぞれ延びる、1対の上部部分と、
各下部部分が、中間部分の下部から底壁の内面に向かって外方に、実質的に等しいが反対の角度で延びる、1対の下部部分と
を有する、
押出成形された熱可塑性材料の足場板を提供する。
Therefore, in a first aspect, the present invention provides
A substantially rectangular outline defined by the top and bottom walls and the pair of side walls;
Each stiffener includes a plurality of stiffeners extending between the inner surface of the top wall and the inner surface of the bottom wall;
Each of the reinforcements is
An intermediate portion disposed orthogonal to the plane of the top and bottom walls;
A pair of upper portions, each upper portion extending respectively in a substantially equal but opposite direction, outwardly from the upper portion of the middle portion towards the inner surface of the upper wall;
Each lower portion having a pair of lower portions extending outwardly from the lower portion of the middle portion towards the inner surface of the bottom wall at a substantially equal but opposite angle;
Provided is a scaffold plate of an extruded thermoplastic material.
上壁、底壁、側壁および補強材は、好ましくは、足場板の長さに沿って長手方向に延びる。 The top, bottom, side walls and reinforcements preferably extend longitudinally along the length of the scaffolding plate.
上壁、底壁、側壁および補強材は、好ましくは、一体的に形成される。 The top wall, the bottom wall, the side wall and the reinforcement are preferably integrally formed.
各補強材の上部部分の対は、好ましくは、上壁の隣接内面と共に三角形の長手方向凹部を画定する。各補強材の下部部分の対は、好ましくは、底壁の隣接内面と共に三角形の長手方向凹部を画定する。 The pair of upper portions of each stiffener preferably defines a triangular longitudinal recess with the adjacent inner surface of the upper wall. The pair of lower portions of each stiffener preferably defines a triangular longitudinal recess with the adjacent inner surface of the bottom wall.
一形態では、六角形の長手方向凹部が、好ましくは、隣り合う前記補強材間に画定される。別の形態では、八角形の長手方向凹部が、好ましくは、隣り合う前記補強材間に画定される。 In one form, hexagonal longitudinal recesses are preferably defined between adjacent said reinforcements. In another form, octagonal longitudinal recesses are preferably defined between adjacent said reinforcements.
上壁、底壁および側壁は、好ましくは、中間部分、上部部分および下部部分よりも厚い。 The top, bottom and side walls are preferably thicker than the middle, top and bottom portions.
上壁および底壁は、好ましくは、テクスチャ加工された滑り止め外面を含む。 The top and bottom walls preferably include a textured anti-slip outer surface.
前記板は、好ましくは、PCV、最も好ましくはk62型またはk66型から押出成形される。 The plate is preferably extruded from PCV, most preferably k62 or k66.
第2の局面では、本発明は、以下を含む、押出成形された熱可塑性材料の足場板を提供する:
上壁と底壁と1対の側壁とによって画定された実質的に矩形の外形輪郭、
各上部三角形中空凹部が、上壁の平面に平行な一つの面を有する、該板の中を長手方向に延びる複数の上部三角形中空凹部、
各下部中空三角形凹部が、該底壁の平面に平行な一つの面を有する、該板の中を長手方向に延びる複数の下部中空三角形凹部、および
各中空六角形凹部または中空八角形凹部が、対向する上部三角形凹部と下部三角形凹部の隣接する対の間に位置する、該板の中を長手方向に延びる複数の中空六角形凹部または中空八角形凹部。
In a second aspect, the present invention provides an extruded thermoplastic scaffold material comprising:
A substantially rectangular outline defined by the top and bottom walls and a pair of side walls,
A plurality of upper triangular hollow recesses extending longitudinally through the plate, each upper triangular hollow recess having a plane parallel to the plane of the upper wall,
A plurality of lower hollow triangular recesses extending longitudinally through the plate, and each hollow hexagonal recess or hollow octagonal recess, each lower hollow triangular recess having one plane parallel to the plane of the bottom wall; A plurality of hollow hexagonal recesses or hollow octagonal recesses extending longitudinally through the plate, positioned between adjacent pairs of opposing upper triangular recesses and lower triangular recesses.
一形態では、対向する上部三角形凹部と下部三角形凹部の隣接する対の間にあり板の中を長手方向に延びる複数の中空凹部は六角形である。別の形態では、対向する上部三角形凹部と下部三角形凹部の隣接する対の間にあり板の中を長手方向に延びる複数の中空凹部は八角形である。 In one form, the plurality of hollow recesses extending longitudinally through the plate between adjacent pairs of opposing upper triangular recesses and lower triangular recesses are hexagonal. In another form, the plurality of hollow recesses extending longitudinally through the plate between adjacent pairs of opposing upper triangular recesses and lower triangular recesses are octagonal.
上壁、底壁、側壁は、好ましくは、上部三角形凹部、下部三角形凹部および六角形/八角形凹部と一体的に形成される。 The top, bottom and side walls are preferably integrally formed with the upper triangular recess, the lower triangular recess and the hexagonal / octagonal recess.
上壁および底壁は、好ましくは、テクスチャ加工された外面または滑り止め外面を含む。 The top and bottom walls preferably include a textured or non-slip outer surface.
板は、好ましくは、PCV、最も好ましくはk62型またはk66型から押出成形される。 The plate is preferably extruded from PCV, most preferably k62 or k66.
第3の局面では、本発明は、以下を含む、押出成形された熱可塑性材料の足場板を提供する:
上壁と底壁と1対の側壁とによって画定された実質的に矩形の外形輪郭、ならびに
上壁と底壁と1対の側壁内にあり、長手方向に延びるセルの列によって画定され、該セルの各々が、上壁および底壁の平面に直交する向きにその最長寸法が配置された6辺または8辺多角形によって画定される、内部ハニカム補強構造。
In a third aspect, the invention provides a scaffold of extruded thermoplastic material comprising:
A substantially rectangular outline defined by the top and bottom walls and a pair of side walls, and a top and bottom wall and a pair of side walls defined by a row of longitudinally extending cells, An internal honeycomb reinforcement structure, wherein each of the cells is defined by a six- or eight-sided polygon whose longest dimension is arranged in a direction perpendicular to the plane of the top and bottom walls.
一形態において、多角形は六角形である。別の形態において、多角形は八角形である。 In one form, the polygon is a hexagon. In another form, the polygon is octagonal.
上壁、底壁、側壁および補強材は、好ましくは、足場板の長さに沿って長手方向に延びる。 The top, bottom, side walls and reinforcements preferably extend longitudinally along the length of the scaffolding plate.
上壁、底壁、側壁およびハニカム補強構造は、好ましくは、一体的に形成される。 The top wall, the bottom wall, the side walls and the honeycomb reinforcing structure are preferably integrally formed.
上壁、底壁および側壁は、好ましくは、ハニカム補強構造の壁よりも厚い。 The top, bottom and side walls are preferably thicker than the walls of the honeycomb reinforcement structure.
上壁および底壁は、好ましくは、テクスチャ加工された滑り止め外面を含む。 The top and bottom walls preferably include a textured anti-slip outer surface.
板は、好ましくは、PCV、最も好ましくはk62型またはk66型から押出成形される。 The plate is preferably extruded from PCV, most preferably k62 or k66.
ここで、本発明の好ましい態様について添付の図面を参照して単に例示として説明する。 Preferred embodiments of the invention will now be described by way of example only with reference to the accompanying drawings.
好ましい実施形態の詳細な説明
図1〜図3は、押出成形によってポリ塩化ビニル(PVC)熱可塑性材料から作製された足場板10の第1の態様を示している。例として、PVC k62型またはk66型は、PVC樹脂100部当たり次の配合率で使用される。
Detailed Description of the Preferred Embodiments FIGS. 1-3 show a first embodiment of a scaffolding board 10 made from polyvinyl chloride (PVC) thermoplastic material by extrusion. As an example, PVC k62 or k66 is used in the following proportions per 100 parts of PVC resin.
当業者であれば理解するように、上記成分は、特定の用途、気候および温度範囲に適するように配合率を調整するために増加または減少させることができる。 As those skilled in the art will appreciate, the above components can be increased or decreased to adjust the formulation to suit the particular application, climate and temperature range.
板10は、既存の足場設備に適するように既存の木材板の寸法に適合した寸法で作製される。板10は、幅230mm、厚さ39mm(以下で論じる熱間圧延グリップを含む)であり、2400mmおよび3600mmの長さで作製される。 The board 10 is made with dimensions adapted to the dimensions of existing wood boards to be suitable for existing scaffolding equipment. The plate 10 is 230 mm wide, 39 mm thick (including the hot rolled grip discussed below) and is made in lengths of 2400 mm and 3600 mm.
図2に最もよく示すように、板は、上壁12と、底壁14と、側壁16および18の対とによって画定された実質的に矩形の外形輪郭を有する。壁12、14、16および18はすべて約4mmの厚さである。各々が上壁12の内面と底壁14の内面との間に延びる、全体として参照符号20で示す複数の補強材を除いて、板10の内部は、実質的に中空である。
As best shown in FIG. 2, the plate has a substantially rectangular outline defined by the
補強材20は各々、上部部分20aおよび20bの対と、中間部分20cと、下部部分20dおよび20eの対とを有し、これらはすべて厚さが約3mmである。上部部分20aおよび20bは各々、中間部分20cの上部から上壁12の内面に向かって外方に、実質的に等しいが反対の方向にそれぞれ延びる。下部部分20dおよび20eは各々、中間部分20cの下部から底壁14の内面に向かって外方に、実質的に等しいが反対の方向にそれぞれ延びる。上部部分20aおよび20bの対の各々は、上壁12の隣接内面と共に三角形の長手方向凹部22を画定する。同様に、下部部分20dおよび20eの対は各々、底壁14の隣接内面と共に三角形の長手方向凹部24を画定する。六角形の長手方向凹部26は、隣り合う補強材間に画定される。
The
板10が押出成形されるので、上壁12、下部14、側壁16および18、ならびに補強材20はすべて、板10の全長にわたって長手方向に延びる。上壁12、底壁14、側壁16および18、ならびに補強材20はまた、一体的に形成される。
As the plate 10 is extruded, the
図3に最もよく示すように、上壁12および底壁14の外面は、グリップ性を高めるために外面に形成された多数の長手方向(滑り止め)突条28を含む。突条28は、テクスチャ加工された熱ローラを使用して形成される。
As best seen in FIG. 3, the outer surfaces of
内部補強材20を説明する別の方法は、これらが一緒になって、長手方向に延びるセル30の列によって画定される内部ハニカム補強構造を形成することである。六角形の最長寸法が上壁12および底壁14の平面に直交する向きに配置された六角形によって、セル30の各々が画定される。
Another way of describing the
図4は、足場板10'の第2の態様を示している。板10'は、先に説明したものと同様であり、類似の特徴を表すために類似の参照符号が使用される。しかしながら、板10'では、補強材20が僅かにより広い間隔をおいて配置され、その結果、補強材20間に八角形凹部26'が得られる。
Figure 4 shows a second embodiment of the scaffolding plate 10 '. The plate 10 'is similar to that described above and similar reference numerals are used to represent similar features. However, in the plate 10 ′, the
板10/10'の構造、特に補強材およびハニカムセルは、優れた曲げ剛性と前述のオーストラリア規格の撓み検査に合格する能力とを板10/10'に与える。板10/10'はまた、それぞれ重さが10.8kgおよび16.2kgである2400mmおよび3600mmの長さの板に関して先に論じた公知の板よりも軽量である。この軽量化によっていくつかの利点がもたらされる。第1に、軽量化によって、板を作製するのに必要な材料が低減され、これにより、製造費および作製費が削減される。輸送費および手作業費も低減される。第2に、板10は、複数の足場高さ間を階段および/または梯子で運ばれるのとは対照的に、足場構造の組立または解体中に複数の高さ間で手渡しできるほど十分に軽量であり、それらの両作業の時間を大幅に短縮する。 The construction of the board 10/10 ', in particular the reinforcements and the honeycomb cells, give the board 10/10' an excellent bending stiffness and the ability to pass the aforementioned Australian standard deflection test. The board 10/10 'is also lighter than the known boards discussed above for the 2400 mm and 3600 mm lengths of boards weighing 10.8 kg and 16.2 kg, respectively. This weight reduction provides several advantages. First, the weight reduction reduces the material needed to make the board, which reduces manufacturing and manufacturing costs. Shipping costs and manual costs are also reduced. Second, the board 10 is lightweight enough to be handed over between heights during assembly or disassembly of the scaffolding structure, as opposed to being carried by stairs and / or ladders between scaffolding heights And significantly reduce the time for both of them.
板10/10'はまた、腐敗しないこと、紫外線に強い耐性があること、自己消炎性、高い耐衝撃性、高い耐腐食性、放射性粒子の移動を許容しないこと、アスベストを含むある範囲の化学物質により汚染されないこと、カビ胞子や細菌の増殖を許容しないこと、昆虫の侵入を許容しないこと、再利用可能でかつ環境的に持続可能であること、異なる用途のために容易に区別できるように制御可能であることを含む、木製/LVL板の熱可塑性構造に関連する他の利点を維持する。 Plates 10/10 'are also non-perishable, highly resistant to ultraviolet light, self-extinguishing, high impact resistance, high corrosion resistance, not allowing movement of radioactive particles, a range of chemistries including asbestos Not to be contaminated by substances, not to allow growth of mold spores and bacteria, not to allow insects to enter, to be reusable and environmentally sustainable, easily distinguishable for different applications Maintaining other advantages associated with the wood / LVL board thermoplastic construction, including being controllable.
本発明について好ましい態様を参照して説明してきたが、多くの他の形態で本発明を具体化できることが認識されるであろう。 Although the invention has been described with reference to the preferred embodiments, it will be appreciated that the invention can be embodied in many other forms.
Claims (27)
各補強材が、該上壁の内面と該底壁の内面との間に延びる、複数の補強材と
を含み、
該補強材の各々が、
該上壁および該底壁の平面に直交する向きに配置された中間部分と、
各上部部分が、該中間部分の上部から該上壁の内面に向かって外方に、実質的に等しいが反対の方向にそれぞれ延びる、1対の上部部分と、
各下部部分が、該中間部分の下部から該底壁の内面に向かって外方に、実質的に等しいが反対の角度で延びる、1対の下部部分と
を有する、
押出成形された熱可塑性材料の足場板。 A substantially rectangular outline defined by the top and bottom walls and the pair of side walls;
Each stiffener includes a plurality of stiffeners extending between the inner surface of the top wall and the inner surface of the bottom wall;
Each of the reinforcements is
An intermediate portion disposed orthogonal to the plane of the top wall and the bottom wall;
A pair of upper portions, each upper portion extending respectively outwardly from the upper portion of the middle portion towards the inner surface of the upper wall in a substantially equal but opposite direction;
Each lower portion has a pair of lower portions extending from the lower portion of the middle portion outwardly toward the inner surface of the bottom wall at a substantially equal but opposite angle;
Extruded thermoplastic scaffolding board.
上壁と底壁と1対の側壁とによって画定された実質的に矩形の外形輪郭と、
各上部三角形中空凹部が、該上壁の平面に平行な一つの面を有する、該板の中を長手方向に延びる複数の上部三角形中空凹部、
各下部中空三角形凹部が、該底壁の平面に平行な一つの面を有する、該板の中を長手方向に延びる複数の下部中空三角形凹部、および
各中空六角形凹部または中空八角形凹部が、対向する上部三角形凹部と下部三角形凹部の隣接する対の間に位置する、該板の中を長手方向に延びる複数の中空六角形凹部または中空八角形凹部。 Scaffold board of extruded thermoplastic material, including:
A substantially rectangular outline defined by the top and bottom walls and the pair of side walls;
A plurality of upper triangular hollow recesses extending longitudinally through the plate, each upper triangular hollow recess having one plane parallel to the plane of the upper wall,
A plurality of lower hollow triangular recesses extending longitudinally through the plate, and each hollow hexagonal recess or hollow octagonal recess, each lower hollow triangular recess having one plane parallel to the plane of the bottom wall; A plurality of hollow hexagonal recesses or hollow octagonal recesses extending longitudinally through the plate, positioned between adjacent pairs of opposing upper triangular recesses and lower triangular recesses.
が六角形である、請求項12記載の足場板。 The scaffold plate of claim 12, wherein the plurality of hollow recesses, between adjacent pairs of opposing upper triangular recesses and lower triangular recesses and extending longitudinally in the plate, are hexagonal.
が八角形である、請求項12記載の足場板。 The scaffold plate of claim 12, wherein the plurality of hollow recesses are octagonal between adjacent pairs of opposing upper triangular recesses and lower triangular recesses and extending longitudinally in the plate.
上壁と底壁と1対の側壁とによって画定された実質的に矩形の外形輪郭、ならびに
該上壁と該底壁と該1対の側壁内にあり、長手方向に延びるセルの列によって画定され、該セルの各々が、該上壁および該底壁の平面に直交する向きにその最長寸法が配置された6辺または8辺多角形によって画定される、内部ハニカム補強構造。 Scaffold board of extruded thermoplastic material, including:
A substantially rectangular outline defined by a top wall, a bottom wall and a pair of side walls, as well as being in the top wall, the bottom wall and the pair of side walls and defined by a row of longitudinally extending cells An internal honeycomb reinforcement structure, wherein each of the cells is defined by a six- or eight-sided polygon whose longest dimension is disposed in a direction perpendicular to the plane of the top and bottom walls.
Applications Claiming Priority (5)
Application Number | Priority Date | Filing Date | Title |
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AU2016900953 | 2016-03-15 | ||
AU2016900953A AU2016900953A0 (en) | 2016-03-15 | A scaffold board | |
AU2016903152A AU2016903152A0 (en) | 2016-08-11 | A scaffold board | |
AU2016903152 | 2016-08-11 | ||
PCT/AU2017/000053 WO2017156566A1 (en) | 2016-03-15 | 2017-02-23 | A scaffold board |
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JP2019512620A true JP2019512620A (en) | 2019-05-16 |
Family
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JP2018545314A Pending JP2019512620A (en) | 2016-03-15 | 2017-02-23 | Scaffolding board |
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US (1) | US20190071883A1 (en) |
EP (1) | EP3430215A4 (en) |
JP (1) | JP2019512620A (en) |
CN (1) | CN109072619A (en) |
AU (1) | AU2017234367B2 (en) |
CA (1) | CA3016267A1 (en) |
WO (1) | WO2017156566A1 (en) |
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CN113994058A (en) * | 2019-06-21 | 2022-01-28 | Sabic环球技术有限责任公司 | Fiber reinforced compression element |
AU2020344481A1 (en) * | 2019-09-11 | 2022-03-31 | Oldfields Holdings Ltd | A scaffolding deck, deck element and components therefor |
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US3992834A (en) * | 1975-02-19 | 1976-11-23 | Abco Fab Building Systems & Licensing Co. | Extrudable construction forms |
US4550543A (en) * | 1984-01-09 | 1985-11-05 | Marcello Valenzano | Construction forms |
GB2215262B (en) * | 1986-07-23 | 1991-09-18 | Superplank Pty Limited | Method of constructing a scaffold plank |
JPH0235166A (en) * | 1988-07-25 | 1990-02-05 | Asahi Kasei Porifuretsukusu Kk | Working footstool |
GB2234003A (en) * | 1989-03-21 | 1991-01-23 | Keith Shipman | Scaffold plank |
US5972475A (en) * | 1997-10-24 | 1999-10-26 | The Dow Chemical Company | Structural sheet design for reduced weight and increased rigidity |
CA2287104A1 (en) * | 1999-07-19 | 2001-01-19 | Karl Hermann Werner Gregori | Decking assembly and decking kit with hold-down clip |
DE10208831A1 (en) * | 2002-03-05 | 2003-09-18 | Uti Holding & Man Ag | Scaffold board made from thermoplastic has core with e.g. honeycomb structure which is bound to top and bottom sheets, edges of board being made by molding core into U-profile |
US7533500B2 (en) * | 2003-01-27 | 2009-05-19 | Deceuninck North America, Llc | Deck plank and method of production |
DE10354365B4 (en) * | 2003-11-20 | 2006-08-17 | Enkos Gmbh | Carrier element and method for producing such a support member, body in the formation of a support member and method for producing the body |
ITMI20032533A1 (en) | 2003-12-19 | 2005-06-20 | Politec Polimeri Tecnici Sa | EXTRUDED ALVEOLAR PANEL WITH HIGH MECHANICAL STRENGTH |
DE102004011775A1 (en) * | 2004-03-09 | 2005-09-29 | Uti Holding + Managment Ag | Lightweight rigid composite thermoplastic panel comprises facing layers welded onto both sides of a core filled with foam beads |
US8274715B2 (en) | 2005-07-28 | 2012-09-25 | Omnivision Technologies, Inc. | Processing color and panchromatic pixels |
ES2902945T3 (en) * | 2005-08-19 | 2022-03-30 | Johnson William Lee Sr | Production method of composite elements having increased strength |
US20070248792A1 (en) * | 2006-03-09 | 2007-10-25 | Politecpolimeritecnicisa | Extruded honeycombed panel with high mechanical strength |
EP2283192B1 (en) * | 2008-03-28 | 2018-08-29 | Noble Environmental Technologies Corporation | Engineered molded fiberboard panels and methods of making and using the same |
GB2472844A (en) * | 2009-08-21 | 2011-02-23 | Promote Products Ltd | Scaffold board |
NO331928B1 (en) * | 2010-03-31 | 2012-05-07 | Aker Engineering & Technology | Extruded elements |
EP2632707B1 (en) * | 2010-10-26 | 2019-04-10 | Trinseo Europe GmbH | Multilayered carbonate sheets |
GB2499186B (en) | 2012-01-30 | 2015-05-20 | Board Ltd F | A system for forming a platform using a scaffold board connector |
FI127513B (en) * | 2013-04-09 | 2018-08-15 | Oy Kwh Pipe Ab | Steps and process for making them |
-
2017
- 2017-02-23 CN CN201780015651.XA patent/CN109072619A/en active Pending
- 2017-02-23 EP EP17765558.6A patent/EP3430215A4/en not_active Withdrawn
- 2017-02-23 US US16/085,331 patent/US20190071883A1/en not_active Abandoned
- 2017-02-23 CA CA3016267A patent/CA3016267A1/en not_active Abandoned
- 2017-02-23 JP JP2018545314A patent/JP2019512620A/en active Pending
- 2017-02-23 WO PCT/AU2017/000053 patent/WO2017156566A1/en active Application Filing
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CN109072619A (en) | 2018-12-21 |
US20190071883A1 (en) | 2019-03-07 |
AU2017234367B2 (en) | 2022-09-08 |
EP3430215A4 (en) | 2019-08-21 |
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WO2017156566A1 (en) | 2017-09-21 |
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