JP2023028423A - honeycomb panel - Google Patents

honeycomb panel Download PDF

Info

Publication number
JP2023028423A
JP2023028423A JP2021134116A JP2021134116A JP2023028423A JP 2023028423 A JP2023028423 A JP 2023028423A JP 2021134116 A JP2021134116 A JP 2021134116A JP 2021134116 A JP2021134116 A JP 2021134116A JP 2023028423 A JP2023028423 A JP 2023028423A
Authority
JP
Japan
Prior art keywords
thickness
honeycomb panel
honeycomb
plates
thin plate
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.)
Granted
Application number
JP2021134116A
Other languages
Japanese (ja)
Other versions
JP7296537B2 (en
Inventor
直人 古屋
Naoto Furuya
健良 岡田
Tateyoshi Okada
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.)
GURANTSU KK
Original Assignee
GURANTSU KK
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 GURANTSU KK filed Critical GURANTSU KK
Priority to JP2021134116A priority Critical patent/JP7296537B2/en
Publication of JP2023028423A publication Critical patent/JP2023028423A/en
Application granted granted Critical
Publication of JP7296537B2 publication Critical patent/JP7296537B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Laminated Bodies (AREA)
  • Floor Finish (AREA)

Abstract

To provide a honeycomb panel with high rigidity, resistance to deflection, and strength that can be used as a flooring material.SOLUTION: A honeycomb panel 1 is composed of a pair of face plates 2 and 3 and a honeycomb core 4 sandwiched between these face plates 2 and 3. At least one of the face plates 2 and 3 is formed of a pair of thin plate materials 5 and 6 and a reinforced thin film material 7 sandwiched between these thin plate materials 5 and 6.SELECTED DRAWING: Figure 1

Description

本発明は、一対の面板と、これらの面板間に挟持されたハニカムコアとからなるハニカムパネルに関する。 The present invention relates to a honeycomb panel comprising a pair of face plates and a honeycomb core sandwiched between the face plates.

住宅等の床組みは、コンクリートの基礎上に設けられた木製の土台間に、床束と束石に支えられた複数本の大引きが掛け渡されている。これらの大引き上に直交し、所定のピッチで複数本の根太が大引きに固定され、これらの根太上に床合板が張られて床組み構造が形成されている。根太を大引き上に固定する場合、落とし込み加工や釘打ち等が行われている。この床合板上に床板が貼られることで床が形成されている。 In the flooring of houses, etc., a plurality of large pulls supported by floor trusses and bundles of stones are stretched between wooden foundations provided on concrete foundations. A plurality of floor joists are fixed to the joists at a predetermined pitch perpendicular to these joists, and floor plywood is stretched over these joists to form a floor assembly structure. When the joist is fixed on the ohikijo, a drop-in process and nailing are performed. A floor is formed by sticking a floor board on the floor plywood.

このため、床組みを施工する場合、床合板を張るための複数本の根太を大引きに固定する作業工数が多く、厚みがあり重い床合板を根太に固定する際にも床合板の取り回しに時間がかかり、現場での作業の手間が多い。そこで、大引きを多用して根太間のピッチを多くして、使用する根太の本数を少なくすることで、根太を大引き上に固定する工数を少なくし、作業工数を低減することが考えられている。 For this reason, when constructing a floor assembly, it takes a lot of man-hours to fix multiple floor plywood joists to the joist. It is time-consuming and requires a lot of on-site work. Therefore, it is conceivable to reduce the man-hours required to fix the joists on the joists by increasing the pitch between the joists and reducing the number of joists to be used. ing.

ところが、根太の本数を少なくすると、床合板を強固に支えることができなくなるため、床全体の強度が弱くなり、上階の床の場合には、上階の衝撃音が下階に伝わる等の音のトラブルが発生する。そこで、床合板を厚くして剛性を向上させ、床全体の強度を向上させたりしている。 However, if the number of floor joists is reduced, the floor plywood cannot be firmly supported, so the strength of the entire floor is weakened, and in the case of floors on upper floors, impact noise from the upper floors may be transmitted to the lower floors. Sound problems occur. Therefore, floor plywood is thickened to improve rigidity and improve the strength of the entire floor.

ところで、アルミニウム金属箔からなるハニカムコアの両面にアルミ合金板などの面板を接着して形成されているハニカムパネルが特許文献1、2で開示されている。このハニカムパネルは、厚みが薄く、軽量で高剛性を有しており、待合スペースや屋外通路の屋根材等に広く利用されている。 By the way, Patent Documents 1 and 2 disclose honeycomb panels formed by bonding face plates such as aluminum alloy plates to both surfaces of a honeycomb core made of aluminum metal foil. This honeycomb panel is thin, lightweight, and highly rigid, and is widely used as a roofing material for waiting spaces and outdoor corridors.

そこで、厚みが薄く、軽量で高剛性を備えたハニカムパネルを従来の床合板に代えて、床組み構造に用いることが考えられる。従来の床合板をハニカムパネルに代えることで、合板より大判で、かつ軽量なので取り回しが容易になり、現場での手間を軽減することが期待される。 Therefore, it is conceivable to use a honeycomb panel that is thin, lightweight, and has high rigidity in place of the conventional plywood for the floor structure. Replacing conventional floor plywood with honeycomb panels is expected to reduce labor at the site because it is larger and lighter than plywood, making it easier to handle.

特開2006-328936号公報JP-A-2006-328936 特開2011-171266号公報JP 2011-171266 A

しかしながら、ハニカムパネルは、屋根材等として用いるには十分な強度を有しているが、床合板として床組み構造に用いるには強度が不足している。 However, although the honeycomb panel has sufficient strength for use as a roofing material or the like, it lacks strength for use as a floor plywood in a floor structure.

そこで、本発明は、高剛性で撓みにくく、床材に使用することが出来る強度を備えたハニカムパネルの提供を目的とする。 SUMMARY OF THE INVENTION Accordingly, it is an object of the present invention to provide a honeycomb panel having high rigidity, resistance to bending, and sufficient strength to be used as a flooring material.

上述した課題を解決し、目的を達成するために、本発明の第1の態様は、一対の面板と、これらの面板間に挟持されるハニカムコアとからなるハニカムパネルであって、少なくとも一方の面板は、一対の薄板材と、これらの薄板材間に挟持される強化薄膜材とで形成されていることを特徴とする。 In order to solve the above-described problems and achieve the object, a first aspect of the present invention provides a honeycomb panel comprising a pair of face plates and a honeycomb core sandwiched between the face plates, wherein at least one of the The face plate is characterized by being formed of a pair of thin plate members and a reinforcing thin film member sandwiched between the thin plate members.

本発明の第2の態様は、前記一対の薄板材がアルミニウム薄板であり、前記強化薄膜材がガラス繊維層からなる部材で形成されていることを特徴とする。 A second aspect of the present invention is characterized in that the pair of thin plate members are aluminum thin plates, and the reinforcing thin plate member is formed of a member made of a glass fiber layer.

本発明の第3の態様は、前記薄板材は前記ハニカムコアの厚みの0.75~10%の厚さであり、前記強化薄膜材は前記ハニカムコアの厚みの0.5~3.3%の厚さであることを特徴とする。 In a third aspect of the present invention, the thin plate material has a thickness of 0.75 to 10% of the thickness of the honeycomb core, and the reinforcing thin film material has a thickness of 0.5 to 3.3% of the thickness of the honeycomb core. characterized by a thickness of

本発明の第4の態様は、前記ハニカムコアは、30~200mmであることを特徴とする。 A fourth aspect of the present invention is characterized in that the honeycomb core is 30 to 200 mm.

本発明によれば、少なくとも一方の面板を、一対の薄板材と、これらの薄板材間に挟持される強化薄膜材とで形成することにより、高剛性で撓みにくく、床材に使用することが出来る強度を備えることができる。 According to the present invention, at least one of the face plates is formed of a pair of thin plate members and a reinforcing thin film member sandwiched between the thin plate members. Have the strength you can afford.

図1は本発明の実施の形態に係るハニカムパネルの断面を示す断面図。1 is a cross-sectional view showing a cross section of a honeycomb panel according to an embodiment of the present invention; FIG.

以下、本発明の実施の形態に係るハニカムパネルについて説明する。本実施の形態に係るハニカムパネル1は、一対の面板2、3と、これらの面板2、3間に挟持されるハニカムコア4とからなり、少なくとも一方の面板2は、一対の薄板材5、6と、これらの薄板材5、6間に挟持される強化薄膜材7とで形成されている。以下、一対の面板2、3は同構成なので一方の面板2について説明し、他方の面板3の説明は省略する。 A honeycomb panel according to an embodiment of the present invention will be described below. A honeycomb panel 1 according to the present embodiment includes a pair of face plates 2 and 3 and a honeycomb core 4 sandwiched between the face plates 2 and 3. At least one face plate 2 is composed of a pair of thin plate members 5, 6 and a reinforcing thin film material 7 sandwiched between these thin plate materials 5,6. Since the pair of face plates 2 and 3 have the same structure, one face plate 2 will be described below, and the description of the other face plate 3 will be omitted.

ハニカムコア4は、断面が六角形状で長手方向の両端がそれぞれ開放された複数個の筒状部8が隣接して設けられている。このハニカムコア4の両面にそれぞれ面板2、3が貼着されてハニカムパネル1が形成されている。 The honeycomb core 4 is provided with a plurality of tubular portions 8 adjacent to each other, each of which has a hexagonal cross section and is open at both ends in the longitudinal direction. A honeycomb panel 1 is formed by attaching face plates 2 and 3 to both surfaces of the honeycomb core 4, respectively.

面板2は上記したように一対の薄板材5、6と、これらの薄板材5、6間に挟持される強化薄膜材7とで形成されている。薄板材5、6はアルミニウム薄板であり、強化薄膜材7はガラス繊維層からなる部材で形成されている。薄板材5、6は、ハニカムコア4の厚みtの0.75~10%の厚さであり、強化薄膜材7はハニカムコアの厚みtの0.5~3.33%の厚さに設定されている。また、ハニカムコア4の厚みtは30~200mmに設定されている。 The face plate 2 is composed of a pair of thin plate members 5 and 6 and a reinforcing thin film member 7 sandwiched between the thin plate members 5 and 6 as described above. The thin plate members 5 and 6 are aluminum thin plates, and the reinforcing thin plate member 7 is formed of a member made of a glass fiber layer. The thin plate members 5 and 6 have a thickness of 0.75 to 10% of the thickness t of the honeycomb core 4, and the thickness of the reinforcing thin film member 7 is set to 0.5 to 3.33% of the thickness t of the honeycomb core. It is Moreover, the thickness t of the honeycomb core 4 is set to 30 to 200 mm.

次に、本実施の形態に係るハニカムパネル1に用いた面板2、3の強度試験結果について説明する。
厚さ2mmの2枚のアルミニウムの薄板材(単板)を貼り合わせた試料Iと、厚さ2mmの2枚のアルミニウムの薄板材の間にガラス繊維を挟持し貼り合わせた試料IIとの引張り試験、曲げ試験を行った。ガラス繊維は、ガラスクロスとガラスロービングクロスを用いた。ガラスクロスは、撚りを掛けたガラス繊維の織布であり、ガラスロービングクロスは、細いガラス繊維のフィラメントを数百本に集約したロービングの縦糸と横糸を均等に織り合わせて厚手の平織りにした、成形品に強度や厚みをもたせる為に使用されるクロスである。
(1)引張り試験結果
Next, strength test results of the face plates 2 and 3 used for the honeycomb panel 1 according to the present embodiment will be described.
Sample I, in which two aluminum thin plates (single plates) with a thickness of 2 mm are bonded together, and Sample II, in which glass fibers are sandwiched between two aluminum thin plates with a thickness of 2 mm and bonded together. A test and a bending test were performed. Glass cloth and glass roving cloth were used as the glass fibers. Glass cloth is a woven fabric of twisted glass fiber, and glass roving cloth is a thick plain weave made by evenly interweaving the warp and weft of roving, which is made up of hundreds of fine glass fiber filaments. This cloth is used to add strength and thickness to molded products.
(1) Tensile test results

Figure 2023028423000002

表1において、比較項目の「最大荷重」、「最大荷重比率」、「最大荷重時変位」、「最大荷重時平均伸び率」の意味を下記に示す。
「最大荷重」:試料I、IIが破壊(塑性変形)するまで、すなわち弾性領域から塑性領域に変形する時の最大の荷重を示す。
「最大荷重比率」:厚さ2mmのアルミニウム薄板材(単板)の最大荷重に対する厚さ2mmのアルミニウム薄板材(単板)を2枚貼り合わせた試料Iの最大荷重との比率を示し、厚さ2mmのアルミニウム薄板材(単板)を2枚貼り合わせた場合の最大荷重に対する厚さ2mmに2枚のアルミニウム薄板材の間にガラス繊維を挟持し、貼り合わせた試料IIの最大荷重の比率を示す。
「最大荷重時変位」:試料I、IIに最大荷重を付与した時の変位を示す。
「最大荷重時平均伸び率」:試料I、IIに最大荷重を付与した時の平均の伸び率を示す。
Figure 2023028423000002

In Table 1, the meanings of the comparison items "maximum load", "maximum load ratio", "displacement at maximum load", and "average elongation at maximum load" are shown below.
"Maximum load": indicates the maximum load until Samples I and II break (plastic deformation), that is, when they are deformed from the elastic region to the plastic region.
"Maximum load ratio": Indicates the ratio of the maximum load of a 2 mm thick aluminum thin plate (single plate) to the maximum load of Sample I, which is made by bonding two 2 mm thick aluminum thin plates (single plate). The ratio of the maximum load to the maximum load when two aluminum thin plates (single plates) with a thickness of 2 mm are bonded together, and the maximum load ratio of Sample II, which is made by sandwiching glass fibers between two aluminum thin plates with a thickness of 2 mm and bonding them together. indicate.
"Displacement at maximum load": indicates the displacement when the maximum load is applied to Samples I and II.
"Average elongation at maximum load": indicates the average elongation when the maximum load is applied to Samples I and II.

表1から、厚さ2mmの2枚のアルミニウムの薄板材を貼合わせた試料Iに対して、ガラス繊維を2枚のアルミニウムに挟持させた試料IIは、最大荷重が大きく、伸び率も大きくなっている。
また、試料IIは、最大荷重時の変位が試料Iより大きく、最大荷重時平均伸び率も試料Iより大きくなっている。
From Table 1, it can be seen that Sample II, in which glass fibers are sandwiched between two aluminum sheets, has a larger maximum load and a larger elongation rate than Sample I, in which two aluminum thin plates with a thickness of 2 mm are bonded together. ing.
Further, Sample II has a larger displacement at maximum load than Sample I, and a larger average elongation at maximum load than Sample I.

したがって、上記の結果から、2mmの厚みのアルミニウム単板よりも2mmのアルミニウムを2枚貼り合わせた複合板の引張り強度が強く、2mmのアルミニウムを2枚貼り合わせた複合板よりも2mmのアルミニウム単板の間にガラス繊維を挟持させて貼り合わせた複合板の引張り強度が強いことが判断できる。
(2)曲げ試験結果
Therefore, from the above results, the tensile strength of the composite plate with two 2 mm aluminum sheets laminated together is higher than that of the aluminum single plate with a thickness of 2 mm. It can be judged that the tensile strength of the composite plate laminated with the glass fiber sandwiched between the plates is high.
(2) Bending test results

Figure 2023028423000003

表2において、比較項目の「最大荷重」、「最大荷重比率」、「最大荷重時変位」の意味は上記表1における「最大荷重」、「最大荷重比率」、「最大荷重時変位」の同じ意味を示す。
表2から、厚さ2mmの2枚のアルミニウムの薄板材を貼合わせた試料Iに対して、ガラス繊維を2枚のアルミニウムに挟持させた試料IIは、最大荷重が大きい。また、試料IIは、最大荷重時の変位が試料Iより大きい。
Figure 2023028423000003

In Table 2, the comparison items "maximum load", "maximum load ratio", and "maximum load displacement" are the same as "maximum load", "maximum load ratio", and "maximum load displacement" in Table 1 above. indicate meaning.
As can be seen from Table 2, Sample II, in which glass fibers are sandwiched between two aluminum sheets, has a larger maximum load than Sample I, in which two aluminum sheets having a thickness of 2 mm are bonded together. In addition, Sample II has a larger displacement than Sample I at maximum load.

したがって、上記の結果から、2mmの厚みのアルミニウム単板よりも2mmのアルミニウムを2枚貼り合わせた複合板の曲げ強度が強く、2mmのアルミニウムを2枚貼り合わせた複合板よりも2mmのアルミニウム単板の間にガラス繊維を挟持させてあり合わせた複合板の曲げ強度が強いことが判断できる。 Therefore, from the above results, the bending strength of the composite plate made of two 2mm aluminum sheets laminated together is stronger than that of a 2mm thick aluminum single plate, and the bending strength of a 2mm aluminum single plate is stronger than that of a composite plate made of two 2mm aluminum sheets laminated together. It can be judged that the bending strength of the composite plate in which the glass fiber is sandwiched between the plates is high.

次に、2mmの厚みの2枚のアルミニウム単板の間に、ガラス繊維を挟持させて貼り合わせた複合板を、面板として用いたハニカムパネルと、CLT(Cross Laminated Timber:直交積層板)との重量、面内せん断剛性、面内せん断耐力の比較について説明する。 Next, the weight of the honeycomb panel, which uses a composite plate made by sandwiching glass fiber between two aluminum single plates with a thickness of 2 mm as a face plate, and the CLT (Cross Laminated Timber), A comparison of in-plane shear stiffness and in-plane shear strength will be explained.

CLTは、ひき板を並べた後、繊維方向が直交するように積層接着した木質系材料で、厚みのある大きな板であり、建築の構造材の他、土木用材、家具などに使用されている。特に、戸建て住宅の他、中層建築物の共同住宅、高齢者福祉施設の居住部分、ホテルの客室などに用いられている。 CLT is a wood-based material that is made by arranging sawn boards and then laminating and bonding them so that the fiber directions are orthogonal. . In particular, it is used not only for detached houses, but also for apartments in middle-rise buildings, residential areas of welfare facilities for the elderly, guest rooms in hotels, and the like.

Figure 2023028423000004

表3は、厚さ100mmのCLTと、2mmの厚みの2枚のアルミニウム単板の間に、ガラス繊維を挟持させて貼り合わせた複合板を、面板として用いたハニカムパネルとの重量、面内せん断剛性、面内せん断耐力を示す。
表3において、単位面積当たりの重量は、CLTに対してハニカムパネルは約1/2の重量で、CLTよりも軽い。
また、単位面積当たりの面内せん断剛性は、CLTに対してハニカムパネルは約57倍の剛性で、CLTよりも面内せん断剛性は高い。
さらに、単位面積当たりの面内せん断耐力は、CLTに対してハニカムパネルは約10倍の耐力で、CLTよりも面内せん断耐力は高い。
Figure 2023028423000004

Table 3 shows the weight and in-plane shear rigidity of a honeycomb panel that uses a composite plate made by sandwiching glass fibers between CLT with a thickness of 100 mm and two aluminum single plates with a thickness of 2 mm and bonding them together as a face plate. , indicates the in-plane shear strength.
In Table 3, the weight per unit area of the honeycomb panel is about half that of the CLT, which is lighter than the CLT.
In addition, the in-plane shear stiffness per unit area of the honeycomb panel is about 57 times higher than that of the CLT, and the in-plane shear stiffness is higher than that of the CLT.
Furthermore, the in-plane shear strength per unit area of the honeycomb panel is about 10 times higher than that of the CLT, and the in-plane shear strength is higher than that of the CLT.

以上の結果から、2mmの厚みの2枚のアルミニウム単板の間に、ガラス繊維を挟持させて貼り合わせた複合板を、面板として用いたハニカムパネルは、CLTが用いられている、建築の構造材の他、土木用材、家具などに使用することができる。また、CLTと同様に、戸建て住宅の他、中層建築物の共同住宅、高齢者福祉施設の居住部分、ホテルの客室などに用いることができる。 Based on the above results, honeycomb panels, which use a composite plate made by sandwiching glass fibers between two 2mm-thick aluminum single plates as the face plate, are considered to be the most suitable building structural materials for which CLT is used. In addition, it can be used for civil engineering materials, furniture, and the like. Moreover, like CLT, it can be used not only for detached houses, but also for apartments in medium-rise buildings, residential areas in welfare facilities for the elderly, guest rooms in hotels, and the like.

次に、2mmの厚みの2枚のアルミニウム単板の間に、ガラス繊維を挟持させて貼り合わせた複合板を、面板として用いたハニカムパネルを床構造とした場合の優位性について説明する。
A:ハニカムパネルを床の構造として用いる適用対象は、工場、展示場、事務所などの大スパン架溝の床または屋根を有する建築物が好適である。
B:一般住宅や小規模な工場や事務所などでは、口径90mmの大引きや根太を910mm程度の間隔に配置し、それらの上に24mm以上の合板を載せてビスで接合させる方法に依る場合が一般的である。
C:床の平面的な凹凸に対して現場での対応が比較的容易であるが、建物のスパンが6mを超えて長大になるに従い、床構造として重要な面内剛性と耐力が不足する。
D:CLT(Cross Laminated Timber:直交積層板)工法の床や屋根構造は、厚さ150mm以上の積層板を2m程度の間隔で並ぶ大梁の上へ直接載せてボルトやビスで接合させる方法で、10mを超えるスパンに適用し、面内剛性や耐力を十分に確保することが可能である。
E:CLT工法の場合、大規模建築物に要求される耐火性能(耐火時間、避難時間の制約)を満足させるためにALC板(Autoclaved light-weight concrete 軽量気泡コンクリート)などの不燃材料と組み合わせることになり、重量及びコストが増加する。
F:本実施形態のハニカムパネルによる床構造は、厚さ100mmのCLT板の重量が490N/mに対し、250N/mと約1/2であり、同じ厚さの面内せん断剛性は700N/mmに対し40,000N/mmと約57倍、面内せん断耐力は6.9N/mmに対し72N/mmと約10倍で、十分な優位性がある。
Next, an explanation will be given of the superiority of a floor structure made of a honeycomb panel in which a composite plate in which glass fibers are sandwiched between two 2 mm-thick aluminum single plates is used as a face plate.
A: The honeycomb panel is preferably applied to buildings having floors or roofs with large-span ditch such as factories, exhibition halls, and offices.
B: For ordinary houses, small factories, offices, etc., 90mm diameter joists are placed at intervals of about 910mm, and 24mm or more plywood is placed on them and joined with screws. is common.
C: It is relatively easy to deal with the planar unevenness of the floor on site, but as the span of the building exceeds 6 m, the in-plane rigidity and bearing strength, which are important for the floor structure, become insufficient.
D: CLT (Cross Laminated Timber) construction method for floor and roof structures is a method in which laminated boards with a thickness of 150 mm or more are placed directly on girders lined up at intervals of about 2 m and joined with bolts and screws. It is possible to apply it to a span exceeding
E: In the case of the CLT construction method, it is combined with non-combustible materials such as ALC plates (autoclaved light-weight concrete) to satisfy the fire resistance performance (constraints on fire resistance time and evacuation time) required for large-scale buildings. , increasing weight and cost.
F: In the floor structure of the honeycomb panel of this embodiment, the weight of the CLT plate with a thickness of 100 mm is 490 N/m 2 , and the weight is 250 N/m 2 , which is about 1/2. 40,000N/ mm2 , which is about 57 times higher than 700N/mm2, and in-plane shear strength is 72N/mm2 , which is about 10 times higher than 6.9N/mm2.

以上説明したように、本実施の形態のハニカムパネルは、高剛性で撓みにくく、床材に使用することが出来る強度を備えており、建築の構造材の他、土木用材、家具などに使用することができる。特に、戸建て住宅の他、中層建築物の共同住宅、高齢者福祉施設の居住部分、ホテルの客室などに用いることができ、特に、工場、展示場、事務所などの大スパン架溝の床または屋根を有する建築物に用いることができる。 As described above, the honeycomb panel of the present embodiment is highly rigid and resistant to bending, and has sufficient strength to be used as a flooring material. be able to. In particular, in addition to detached houses, it can be used for apartments in medium-rise buildings, residential areas of welfare facilities for the elderly, and guest rooms in hotels. It can be used for buildings with roofs.

また、本実施の形態のハニカムパネルは、軽量で、大スパンの床構造や屋根構造に適用することができるとともに、軽量なので薄くすることで階高を低くできる。 In addition, the honeycomb panel of the present embodiment is lightweight and can be applied to large-span floor structures and roof structures.

なお、上記実施形態では、強化薄膜材7として、ガラス繊維層からなる部材を用いた例を示したが、強化薄膜材は、例えばカーボン繊維層からなる部材や、他の薄膜材を用いても良い。 In the above embodiment, an example of using a member made of a glass fiber layer as the reinforcing thin film material 7 is shown, but the reinforcing thin film material may be a member made of a carbon fiber layer or another thin film material good.

上述の通り、本発明の実施の形態を開示したが、当業者によっては本発明の範囲を逸脱することなく変更が加えられうることは明白である。すべてのこのような修正及び等価物が次の請求項に含まれることが意図されている。 While embodiments of the present invention have been disclosed above, it will be apparent that modifications may be made by those skilled in the art without departing from the scope of the invention. All such modifications and equivalents are intended to be included in the following claims.

本発明に係るハニカムパネルは、待合スペースや屋外通路の屋根材として用いる他に、建築の構造材の他、土木用材、家具などに使用することができる。特に、戸建て住宅の他、中層建築物の共同住宅、高齢者福祉施設の居住部分、ホテルの客室などに用いることができ、特に、工場、展示場、事務所などの大スパン架溝の床または屋根を有する建築物に利用することができる。 INDUSTRIAL APPLICABILITY The honeycomb panel according to the present invention can be used not only as a roofing material for waiting spaces and outdoor passages, but also as structural materials for buildings, civil engineering materials, furniture, and the like. In particular, in addition to detached houses, it can be used for apartments in medium-rise buildings, residential areas of welfare facilities for the elderly, and guest rooms in hotels. It can be used for buildings with roofs.

1 ハニカムパネル
2、3 面板
4 ハニカムコア
5、6 薄板材
7 強化薄膜材
REFERENCE SIGNS LIST 1 honeycomb panel 2, 3 face plate 4 honeycomb core 5, 6 thin plate material 7 reinforced thin film material

上述した課題を解決し、目的を達成するために、本発明の第1の態様は、一対の面板と、これらの面板間に挟持されるハニカムコアとからなるハニカムパネルであって、少なくとも一方の面板は、一対の薄板材と、これらの薄板材間に挟持される強化薄膜材とで形成され、前記一対の薄板材がアルミニウム薄板であり、前記強化薄膜材がガラス繊維層からなる部材で形成され、前記薄板材は前記ハニカムコアの厚みの0.75~10%の厚さであり、前記強化薄膜材は前記ハニカムコアの厚みの0.5~3.33%の厚さであることを特徴とする。 In order to solve the above-described problems and achieve the object, a first aspect of the present invention provides a honeycomb panel comprising a pair of face plates and a honeycomb core sandwiched between the face plates, wherein at least one of the The face plate is formed of a pair of thin plate materials and a reinforcing thin film material sandwiched between these thin plate materials, the pair of thin plate materials being aluminum thin plates, and the reinforcing thin film material being formed of a member made of a glass fiber layer. The thin plate material has a thickness of 0.75 to 10% of the thickness of the honeycomb core, and the reinforcing thin film material has a thickness of 0.5 to 3.33% of the thickness of the honeycomb core. Characterized by

本発明の第2の態様は、前記ハニカムコアは、30~200mmであることを特徴とする。 A second aspect of the present invention is characterized in that the honeycomb core is 30 to 200 mm .

本発明の第3の態様は、前記ハニカムパネルは、断面が六角形状で長手方向の両端がそれぞれ開放された複数個の筒状部が隣接して設けられ、前記面板は筒状部の開放された両端に貼り合わされていることを特徴とする。 In a third aspect of the present invention, the honeycomb panel is provided with a plurality of tubular portions which have a hexagonal cross section and are open at both ends in the longitudinal direction, and the face plate is provided adjacent to the tubular portions. It is characterized in that it is attached to both ends.

上述した課題を解決し、目的を達成するために、本発明の第1の態様は、一対の面板と、これらの面板間に挟持されるハニカムコアとからなるハニカムパネルであって、
少なくとも一方の面板は、一対の薄板材と、これらの薄板材間に挟持される強化薄膜材とで形成され、
前記一対の薄板材がアルミニウム薄板であり、前記強化薄膜材が、撚りを掛けたガラス繊維の織布、又は細いガラス繊維のフィラメントを数百本に集約したロービングの縦糸と横糸を均等に織り合わせて厚手の平織りにしたクロスからなるガラス繊維層の部材で形成され、
前記薄板材は前記ハニカムコアの厚みの0.75~10%の厚さであり、前記強化薄膜材は前記ハニカムコアの厚みの0.5~3.33%の厚さであることを特徴とする。
In order to solve the above-described problems and achieve the object, a first aspect of the present invention provides a honeycomb panel comprising a pair of face plates and a honeycomb core sandwiched between the face plates,
At least one of the face plates is formed of a pair of thin plate materials and a reinforcing thin film material sandwiched between the thin plate materials,
The pair of thin plate materials is an aluminum thin plate, and the reinforcing thin film material is a twisted glass fiber woven fabric or a roving made of hundreds of fine glass fiber filaments that are aggregated into several hundred filaments. It is formed of a glass fiber layer member consisting of a thick plain weave cloth ,
The thin plate material has a thickness of 0.75 to 10% of the thickness of the honeycomb core, and the reinforcing thin film material has a thickness of 0.5 to 3.33% of the thickness of the honeycomb core. do.

Claims (4)

一対の面板と、これらの面板間に挟持されるハニカムコアとからなるハニカムパネルであって、
少なくとも一方の面板は、一対の薄板材と、これらの薄板材間に挟持される強化薄膜材とで形成されていることを特徴とするハニカムパネル。
A honeycomb panel comprising a pair of face plates and a honeycomb core sandwiched between the face plates,
A honeycomb panel, wherein at least one of the face plates is formed of a pair of thin plate members and a reinforcing thin film member sandwiched between the thin plate members.
前記一対の薄板材がアルミニウム薄板であり、前記強化薄膜材がガラス繊維層からなる部材で形成されていることを特徴とする請求項1に記載のハニカムパネル。 2. The honeycomb panel according to claim 1, wherein the pair of thin plate members are aluminum thin plates, and the reinforcing thin film member is formed of a member made of a glass fiber layer. 前記薄板材は前記ハニカムコアの厚みの0.75~10%の厚さであり、前記強化薄膜材は前記ハニカムコアの厚みの0.5~3.33%の厚さであることを特徴とする請求項1又は請求項2に記載のハニカムパネル。 The thin plate material has a thickness of 0.75 to 10% of the thickness of the honeycomb core, and the reinforcing thin film material has a thickness of 0.5 to 3.33% of the thickness of the honeycomb core. The honeycomb panel according to claim 1 or claim 2. 前記ハニカムコアは、30~200mmであることを特徴とする請求項1から請求項3のいずれか一項に記載のハニカムパネル。 The honeycomb panel according to any one of claims 1 to 3, wherein the honeycomb core has a thickness of 30-200 mm.
JP2021134116A 2021-08-19 2021-08-19 honeycomb panel Active JP7296537B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2021134116A JP7296537B2 (en) 2021-08-19 2021-08-19 honeycomb panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2021134116A JP7296537B2 (en) 2021-08-19 2021-08-19 honeycomb panel

Publications (2)

Publication Number Publication Date
JP2023028423A true JP2023028423A (en) 2023-03-03
JP7296537B2 JP7296537B2 (en) 2023-06-23

Family

ID=85330906

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2021134116A Active JP7296537B2 (en) 2021-08-19 2021-08-19 honeycomb panel

Country Status (1)

Country Link
JP (1) JP7296537B2 (en)

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55156923U (en) * 1979-04-27 1980-11-11
JPS5770648A (en) * 1980-10-21 1982-05-01 Idemitsu Petrochemical Co Laminate
JPS5853438A (en) * 1981-09-24 1983-03-30 住友化学工業株式会社 Metallic laminate
JPH0768679A (en) * 1993-09-07 1995-03-14 Toyobo Co Ltd Impact-resistant laminated structure
JPH08281849A (en) * 1995-04-19 1996-10-29 Showa Aircraft Ind Co Ltd Honeycomb panel and production thereof
JP2004174865A (en) * 2002-11-26 2004-06-24 Sekisui Chem Co Ltd Fireproof honeycomb panel and its manufacturing method
JP2005001374A (en) * 2003-06-12 2005-01-06 Northrop Grumman Corp End gap of honeycomb containing filler
JP2017128008A (en) * 2016-01-19 2017-07-27 一善 宮原 High strength panel, connected structure of high strength panel, and panel connected body

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55156923U (en) * 1979-04-27 1980-11-11
JPS5770648A (en) * 1980-10-21 1982-05-01 Idemitsu Petrochemical Co Laminate
JPS5853438A (en) * 1981-09-24 1983-03-30 住友化学工業株式会社 Metallic laminate
JPH0768679A (en) * 1993-09-07 1995-03-14 Toyobo Co Ltd Impact-resistant laminated structure
JPH08281849A (en) * 1995-04-19 1996-10-29 Showa Aircraft Ind Co Ltd Honeycomb panel and production thereof
JP2004174865A (en) * 2002-11-26 2004-06-24 Sekisui Chem Co Ltd Fireproof honeycomb panel and its manufacturing method
JP2005001374A (en) * 2003-06-12 2005-01-06 Northrop Grumman Corp End gap of honeycomb containing filler
JP2017128008A (en) * 2016-01-19 2017-07-27 一善 宮原 High strength panel, connected structure of high strength panel, and panel connected body

Also Published As

Publication number Publication date
JP7296537B2 (en) 2023-06-23

Similar Documents

Publication Publication Date Title
US10184251B2 (en) Self supportive panel system
Van De Kuilen et al. Very tall wooden buildings with cross laminated timber
US6119422A (en) Impact resistant building panels
Morino Recent developments in hybrid structures in Japan—research, design and construction
Navaratnam et al. Development of cross laminated timber-cold-formed steel composite beam for floor system to sustainable modular building construction
Hegger et al. Textile reinforced concrete–realization in applications
Aicher et al. Materials and Joints in Timber Structures: Recent Developments of Technology
Tomoscheit et al. Project life INSUSHELL: Reducing the carbon footprint in concrete construction
Stepinac et al. Timber-structural glass composite systems in earthquake environment
AU3152593A (en) Reinforced composite building panel
Sarti et al. Simplified design procedures for post-tensioned seismic resistant timber walls
JP7296537B2 (en) honeycomb panel
Li et al. Bending performance of nail-laminated bamboo-timber panels made with glubam and fast-grown plantation Chinese fir
JP2002322817A (en) Fiber reinforcement system for building and building novel member
Davids et al. Bending performance of composite wood I-joist/oriented strand board panel assemblies
Xiao et al. Two-by-four house construction using laminated bamboos
Yeoh et al. Development of semi-prefabricated timber-concrete composite floors in Australasia
Yeoh et al. The design of a semi-prefabricated LVL-concrete composite floor
Zhong et al. Flexural properties of steel-bamboo composite slabs in different connection methods
CN116940463A (en) Bamboo building element
JP3588015B2 (en) Fiber reinforcement system for buildings
Song et al. Evaluation of horizontal shear performance of larch CLT walls according to the edge connection shape
Hegger et al. Applications for TRC
JP2000234416A (en) New construction structural material
RU215849U1 (en) Three-layer bending element

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20210819

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20220607

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20220804

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20221004

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20221129

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20230404

A711 Notification of change in applicant

Free format text: JAPANESE INTERMEDIATE CODE: A711

Effective date: 20230428

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20230428

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20230428

R150 Certificate of patent or registration of utility model

Ref document number: 7296537

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150