JP3162518U - Structural plywood with torso - Google Patents

Structural plywood with torso Download PDF

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JP3162518U
JP3162518U JP2009008514U JP2009008514U JP3162518U JP 3162518 U JP3162518 U JP 3162518U JP 2009008514 U JP2009008514 U JP 2009008514U JP 2009008514 U JP2009008514 U JP 2009008514U JP 3162518 U JP3162518 U JP 3162518U
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plywood
hole
veneer plywood
screw bolt
reinforced
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小口 悦夫
悦夫 小口
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小口 悦夫
悦夫 小口
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Abstract

【課題】建築物の耐震補強工事において、既存建物の外壁を壊すことなく、居宅の中で普段と同じ生活をしながら、外壁に取り付けることができる構造用合板を提供する。【解決手段】ベニヤ合板の表面あるいはベニヤ合板とベニヤ合板との間に、炭素繊維、アラミド繊維あるいはポリエステル繊維等の織布あるいは不織布よりなる補強用シートを、その素材に適合した接着剤で全面に貼り付けて強化ベニヤ合板3を形成する。さらに、その長手方向の両側端縁及び中間部に、予めコーチスクリューボルトの頭部を収納できる程度の直径の穴を適当な間隔で開設した胴縁7,8を接着し、かつ、強化ベニヤ合板の該胴縁の穴の直下に相当する部分にコーチスクリューボルト挿通用の下穴を開設して胴縁付き構造用合板を構成する。【選択図】図4The present invention provides a structural plywood that can be attached to an outer wall in a home without breaking the outer wall of an existing building in a seismic reinforcement work for a building. SOLUTION: A reinforcing sheet made of woven or non-woven fabric such as carbon fiber, aramid fiber or polyester fiber is applied to the entire surface with an adhesive suitable for the material between the surface of the veneer plywood or between the veneer plywood and the veneer plywood. The reinforced veneer plywood 3 is formed by pasting. Further, torso edges 7 and 8 in which holes having a diameter enough to accommodate the heads of the coach screw bolts are opened at appropriate intervals on both side edges and intermediate parts in the longitudinal direction, and reinforced veneer plywood is attached. A structure plywood with a trunk edge is formed by opening a pilot hole for inserting a screw screw bolt in a portion corresponding to a portion immediately below the hole of the trunk edge. [Selection] Figure 4

Description

本考案は、新築の際はもとより、既存建物の耐震補強工事に使用する構造用合板の改良に関し、既存の構造用合板より更に壁倍率を強化し、かつ作業工程を簡略化できる胴縁付き構造用合板に関するものである。  The present invention relates to the improvement of structural plywood used for seismic reinforcement work for existing buildings as well as for new construction, for the structure with trunk edges that can reinforce the wall magnification and simplify the work process more than existing structural plywood. It is about plywood.

1995年に発生した阪神淡路大震災は都市部を襲った地震の典型的な例であり、亡くなった方6,000名のうち約5,000名が木造住宅の倒壊によって圧死したとされており、現行建築基準法に準拠した建物の被害は少なかったようである。
しかし、地震国である我が国では軽微なものを含めると5分に1回位のペースで地震が多発している(東京大学地震研究所発表)にもかかわらず、現行建築基準法の施工前に建築された建築物が現在1,100万戸以上も占めており、これらの建物の大部分はいまだ、改修工事が進まずこの新耐震基準を満たしていないのが現状である。
耐震補修工事が進まない最大の理由は、阪神淡路大震災のような都市型の大地震は一生に一度あるかないかであると都合よく解釈し、そのため高額な改修費用をかけたくないと他人ごとのように思っているからである。 本考案者は、耐震補強工事に使用されている構造用合板を改良し、新築工事はもとより、既存建物の耐震補強工事を極めて安価に提供できて、一人でも多くの方が手軽に改修工事を依頼できる体制を確立し、一日も早く安心して生活できる国造りに貢献すべく開発したものである。
The Great Hanshin-Awaji Earthquake that occurred in 1995 is a typical example of an earthquake that hit an urban area, and it is said that about 5,000 of the 6,000 people who died were overwhelmed by the collapse of wooden houses, There seems to have been little damage to buildings in accordance with the current Building Standards Law.
However, in Japan, an earthquake-prone country, earthquakes occur frequently at a rate of about once every 5 minutes (including the Earthquake Research Institute of the University of Tokyo). More than 11 million houses have been built at present, and most of these buildings have not yet been renovated and do not meet the new earthquake resistance standards.
The biggest reason that earthquake-resistant repair work does not proceed is that it is convenient to interpret that an urban earthquake such as the Great Hanshin-Awaji Earthquake is once in a lifetime, so if you do not want to spend expensive repair costs Because I think so. The inventor has improved the structural plywood used for seismic reinforcement work, and can provide seismic reinforcement work for existing buildings as well as new construction work at a very low cost. The system was developed to contribute to the creation of a country where people can live with peace of mind as soon as possible.

耐震性を強化する方法として、柱と柱の間に筋交いや構造用合板を単独もしくは併用した耐力壁で耐震性を強化する方法があるが、筋交いによる耐震補強は外壁を取り除いたり、天井や床材をはがさなければならないので住宅に居住したままでは工事がしにくく、手間もかかり、工賃が高くならざるを得ない欠点を有しているので耐震工事が広く普及しない原因ともなっている。  As a method of strengthening the earthquake resistance, there is a method of strengthening the earthquake resistance with a bearing wall that uses a brace or a structural plywood alone or in combination between columns, but the seismic reinforcement by bracing removes the outer wall, ceiling or floor Since it is necessary to peel off the material, it is difficult to carry out the construction while staying in a house, and it takes time and labor, and the wage is inevitably high.

また、現在改修工事の現場においては、構造用合板を取り付けたのちに、炭素繊維、アラミド繊維あるいはSRF工法(柱や壁などの接合部にポリエステル繊維製のベルトを接着剤などで固定し補強する工法)で使用するポリエステル繊維などを接着材で貼り付け、乾燥後に胴縁を取り付ける作業がなされており作業に長時間を要するなどの欠点がある。  Also, at the site of the current renovation work, after attaching the structural plywood, the carbon fiber, aramid fiber, or SRF method (polyester fiber belts are fixed to the joints such as pillars and walls with adhesive etc. to reinforce. There is a drawback that it takes a long time to attach the body edge after the polyester fiber used in the construction method) is pasted with an adhesive and is dried.

また、これまでにベニヤ合板の強度を高める方法としてベニヤ合板に繊維を貼り付ける技術が開発されている。
例えば、ベニヤ合板や木材削片を結合剤で熱圧成形したパーティクルボードはセルローズであるから吸湿性が高くて寸法に狂いが生じやすく、ベニヤ合板と比較しても曲げ強度が半分程度であり、しかも、表面の凹凸が大きく平滑性に欠ける等の欠点があり、その改良発明として▲1▼特開平9−52316、▲2▼特開平9−52317あるいは▲3▼実開平5−74805等がある。
In addition, as a method for increasing the strength of the veneer plywood, a technique for sticking fibers to the veneer plywood has been developed.
For example, particleboard made by hot-pressing veneer plywood or wood chips with a binder is cellulose, so it has high hygroscopicity and tends to be distorted in dimensions, and its bending strength is about half that of veneer plywood. In addition, there are drawbacks such as large irregularities on the surface and lack of smoothness, and as improved inventions there are (1) Japanese Patent Laid-Open No. 9-52316, (2) Japanese Patent Laid-Open No. 9-52317 or (3) Japanese Utility Model Laid-Open No. 5-74805, .

▲1▼は木材削片を結合剤で熱圧成形したパーティクルボードやベニヤ合板のような木質系合板の表面にガラス繊維のような織物状のシートを木質部に接着材で貼り合わせて吸湿性を改善する発明であり、▲2▼は▲1▼のシートのような織布とは異なり、ガラス繊維、ポリエステル繊維、ポリプロピレン繊維などよりなる不織布を使用して木質部に熱硬化性樹脂で加熱加圧して一体化したものである。
しかし、両発明は、無垢のベニヤ合板やパーティクルボードのような合板の吸湿性の弱体化を図ることにより物性の強化と表面の平滑性の改善という目的は達成できるけれど、耐震性の強化を目的とした発明とは目的を異にしている。
(1) is a hygroscopic material by bonding a woven fabric sheet like glass fiber to the surface of a wood-based plywood such as particle board or veneer plywood, which is formed by hot-pressing wood chips with a binder. In the invention to improve, (2) is different from the woven fabric such as the sheet of (1), and a non-woven fabric made of glass fiber, polyester fiber, polypropylene fiber, etc. is used to heat and press the wood part with a thermosetting resin. Integrated.
However, although both inventions can achieve the purpose of enhancing physical properties and improving surface smoothness by reducing the hygroscopicity of plywood such as solid veneer plywood and particle board, it aims to enhance seismic resistance. The purpose of the invention is different.

▲3▼はベニヤ板の強化を目的とした考案に関し、ベニヤ板の強度向上のためにベニヤ板の製造工程においてカーボン繊維を布状にしたものを多数のベニヤ板と板の間に多数枚交互に挟みこんで接着したもので、釘やピンを打ち込んだベニヤ合板に水平あるいは垂直方向の力が加わっても繊維状の部分が力を分散して引っ張り強度、曲げ強度の強化を図るとともに、ベニヤ板が破損した場合には破片の飛び散りを防止するなどを目的として開発されたものであるが、カーボン繊維が極めて高価であるので製造コストが高くつき、耐震性は優れているが広く普及できない欠点を有している。  (3) relates to a device intended to reinforce the plywood board, and in order to improve the strength of the plywood board, a carbon fiber cloth-like material was sandwiched between a large number of plywood boards and bonded together in the veneer board manufacturing process. Even if horizontal or vertical force is applied to the plywood with nails or pins, the fibrous part distributes the force to increase the tensile strength and bending strength, and when the plywood is damaged Although it was developed for the purpose of preventing spattering of debris, the carbon fiber is extremely expensive, so it has a high manufacturing cost, and has a drawback that it is excellent in earthquake resistance but cannot be widely spread.

特開平9−52316JP-A-9-52316 特開平9−52317JP-A-9-52317 実開平5−74805Japanese Utility Model 5-74805

一般に、木造の住宅建物の所有者は個人の場合が多く、耐震改修工事費は安価で、しかも、建物の中で普段通りの生活を使用しながら工事が出来ることを望んでいる。
しかし、木造の建物に耐震壁を増設したり、既存の壁に筋交いを設ける場合、あるいは建物の土台、柱、梁等の構造材の仕口を金物等で固定する耐震補強工事の場合等は壁の内側や外側の仕上材を撤去したり復旧する必要があり、改修工事に多大の費用負担が求められ、しかも、工事中は一時生活空間の使用が制限されるのが負担となって耐震補強工事の普及が妨げられている。
In general, the owner of a wooden house is often an individual, and the cost of earthquake-proof repair work is low, and it is hoped that construction can be performed while using a normal life in the building.
However, when adding a seismic wall to a wooden building or installing a brace on an existing wall, or for seismic retrofitting work that fixes the joints of structural materials such as building bases, columns, and beams with hardware, etc. It is necessary to remove or restore the finishing material inside and outside the wall, and a large amount of cost is required for the renovation work. The spread of reinforcement works is hindered.

本考案は、新建築基準法の施工前に建築された建築物の耐震補強工事を1棟でも多く、しかも、早く完了させるために▲1▼耐震効果に優れ、▲2▼既存建物の外壁を壊すことなく、▲3▼居宅の中で普段と同じ生活をしながら、▲4▼外壁に取り付けることができて、▲5▼作業工程を従来より簡略化できる「胴縁付き構造用合板」を提供するためになされたものであり、前記のような単なるベニヤ板の強度を高めるためにベニヤ板の表面あるいはベニヤ板の間に織布、不織布あるいは紙などのシート状のものを貼り付けたものとは異なり、耐震性と作業の効率化を強化したにもかかわらず、安価に耐震工事ができる構造用合板を提供するためになされたものである。  The present invention has many earthquake-proof reinforcement works for buildings built before the construction of the new Building Standard Act, and in order to complete it quickly, (1) is excellent in earthquake resistance, and (2) the exterior walls of existing buildings (3) Providing a “plywood for structural structures with a torso” that can be attached to the outer wall, (4) can be attached to the outside wall, and (5) work processes can be simplified compared to the conventional one without breaking. Unlike the case where a sheet-like material such as a woven fabric, non-woven fabric or paper is attached between the surface of the plywood plate or the plywood plate in order to increase the strength of the mere plywood plate as described above, It was made in order to provide structural plywood that can be seismically constructed at low cost, despite improving earthquake resistance and work efficiency.

本考案は、ベニヤ合板の表面あるいはベニヤ合板とベニヤ合板の間に、さらにはその両側面に炭素繊維、アラミド繊維あるいはポリエステル繊維等の織布あるいは不織布を、素材に適合した接着剤で全面に張り付け一体化した構造用ベニヤ合板の上面の長手方向の両側端縁に、予めコーチスクリューボルトの頭部分を収納できる程度の適宜の直径の穴を適当な間隔で開設した胴縁を接着するとともに、構造用合板の該コーチスクリューボルト挿通用の穴の直下に相当する部分に木材の割裂を防止するための下穴を開けておく。また、部品として上記コーチスクリューボルト挿通用の穴を開設した適当な長さの胴縁材を準備しておくと工事現場で適宜の長さに切断し使用できるので便利である。  The present invention is made by attaching a woven or non-woven fabric such as carbon fiber, aramid fiber or polyester fiber on the entire surface of the veneer plywood or between the veneer plywood and veneer plywood with an adhesive suitable for the material. Adhering to the longitudinal edges of both sides of the upper surface of the structured veneer plywood for structural use with a body edge that has holes with appropriate diameters that can accommodate the heads of the coach screw bolts at appropriate intervals. A pilot hole is formed in a portion of the plywood corresponding to a portion immediately below the hole for inserting the coach screw bolt to prevent the wood from being split. In addition, it is convenient to prepare an appropriate length of the body edge material having a hole for inserting the coach screw bolt as a part because it can be cut to an appropriate length at a construction site and used.

一般的に既存の木造建物に耐震壁を増設したり、耐震用の筋交いを設けたりする場合は材料の搬入、廃材の撤去などのため室内が汚れたり、生活空間の使用が制限されるが、本願胴縁付き構造用合板は外付けの耐震補強工事が可能であり、施工が容易で生活者への負担が少ない点が従来の耐震工事と極めて相違するところであり、また、構造的にも下記のように、従来の構造用合板を使用した場合と比較して強度の面及び作業効率の面で改良することができ、耐震補強強度の向上と、耐震補強工事の普及促進に貢献することができる。  In general, when installing a seismic wall in an existing wooden building or installing a brace for seismic resistance, the interior is contaminated due to the introduction of materials and the removal of waste materials, etc., but the use of living spaces is restricted. The structural plywood with the rim of this application is capable of external seismic reinforcement work, and is very different from conventional seismic construction in that construction is easy and the burden on consumers is small. Thus, it can be improved in terms of strength and work efficiency compared to the case of using a conventional structural plywood, and can contribute to the improvement of seismic reinforcement strength and promotion of the spread of seismic reinforcement work .

すなわち、当該構造用合板は、工場において予め合板の表面あるいは合板と合板の中間部分、さらにはそれら合板の表裏に炭素繊維、アラミド繊維あるいはポリエステル繊維等の織布あるいは不織布等の補強用シートを接着剤で全面に貼り付け一体化してあるので、引っ張り強度、曲げ強度の強化を図ることができ、従来の構造用合板よりも面材耐力壁としての効力を強化することができ、しかも合板の表面に補強用シートを接着したものは防水効果が特に強化され、同時に、胴縁で周辺が高くなっているので内部に空間ができて断熱効果が強化されるなど外壁材として極めて優れた効果を発揮できる。  That is, the structural plywood is pre-bonded at the factory with a reinforcing sheet such as a woven fabric or non-woven fabric such as carbon fiber, aramid fiber or polyester fiber on the surface of the plywood or an intermediate portion between the plywood and the front and back of the plywood. Since it is affixed and integrated on the entire surface with an agent, the tensile strength and bending strength can be enhanced, the effectiveness as a face bearing wall can be strengthened compared to conventional plywood for construction, and the surface of the plywood A sheet with a reinforcing sheet bonded to it has a particularly strong waterproof effect, and at the same time, the periphery of the trunk is high, creating a space inside and strengthening the heat insulation effect. it can.

また、本考案は、補強用シートをベニヤ合板の表面あるいは中間部分に接着剤で全面に貼り付けた強化ベニヤ合板の表面長手方向の両側端縁周囲に、予めコーチスクリューボルトの頭の部分を収納する穴を適当な間隔で開設した胴縁を接着してあるので強化ベニヤ合板は更に補強され、しかも、強化ベニヤ合板上のコーチスクリューボルト挿通用の穴の直下に下穴を開設し、コーチスクリューボルトで柱或いは土台に固定するので、コーチスクリューボルト装着時あるいは地震の際にベニヤ合板の割裂を防止することができる。  In addition, the present invention accommodates the head portion of the coach screw bolt in advance around the edges of both sides in the longitudinal direction of the surface of the reinforced veneer plywood in which the reinforcing sheet is adhered to the entire surface of the veneer plywood with an adhesive. Reinforced veneer plywood is further reinforced by bonding the edges of the holes that are opened at appropriate intervals, and a pilot hole is opened immediately below the hole for inserting the screw screw bolt on the reinforced veneer plywood. Since the bolt is fixed to the pillar or base, it is possible to prevent the veneer plywood from being split when the coach screw bolt is attached or during an earthquake.

胴縁には予めコーチスクリューボルトの頭部分を収納する穴を適当な間隔で開設してあるので、コーチスクリューボルトを装着した場合にはその頭部を完全に収納でき、該胴縁の表面は平滑であるから他の部材の取り付けの障害とはならない。  Since the hole for storing the head part of the coach screw bolt is opened in the body edge at an appropriate interval in advance, the head can be completely stored when the coach screw bolt is installed, and the surface of the body edge is Since it is smooth, it does not hinder the attachment of other members.

当該構造用合板は、前記のように工場で予め補強用シートを接着剤で全面に貼り付け、かつ、その端縁部分に胴縁を接着固定してあるので、作業現場で構造用合板を取り付ける際の作業能率向上に絶大なる効果を発揮し、経費の削減に大いに貢献できるなど数多くのすぐれた特徴を有するものである。  As described above, the structural plywood has a reinforcing sheet attached in advance to the entire surface with an adhesive at the factory as described above, and the body edge is bonded and fixed to the edge portion, so the structural plywood is attached at the work site. It has many excellent features such as a great effect in improving work efficiency and greatly contributing to cost reduction.

ベニヤ合板の上部に補強用シートを配置した状態を示す斜視図である。  It is a perspective view which shows the state which has arrange | positioned the sheet | seat for reinforcement in the upper part of a veneer plywood. ベニヤ合板とベニヤ合板の間に補強用シートを挟んだ状態を示す斜視図である。  It is a perspective view which shows the state which pinched | interposed the reinforcement sheet | seat between the veneer plywood and the veneer plywood. コーチスクリューボルト挿通用の穴を開設した胴縁の斜視図である。  It is the perspective view of the trunk edge which opened the hole for coach screw bolt insertion. 胴縁付き構造用合板の斜視図である。  It is a perspective view of a structural plywood with a trunk edge. 建物の外壁に本願胴縁付き構造用合板をコーチスクリューボルト及びビスで取り付けた状態を示す説明図である。  It is explanatory drawing which shows the state which attached the structural plywood with this-body edge to the outer wall of the building with the coach screw volt | bolt and the bis | screw. A−A断面図である。  It is AA sectional drawing.

本考案は、ベニヤ合板の表面あるいはベニヤ合板とベニヤ合板の間に炭素繊維等の補強用の織布あるいは不織布を接着剤で全面に張り付た強化ベニヤ合板の上面の周囲に、ベニヤ合板の更なる強化と作業性の向上を目的としてコーチスクリューボルト挿通用の穴を適当な間隔で開設した胴縁を接着し、かつ、強化ベニヤ合板に該胴縁のコーチスクリューボルト挿通用の穴の直下に下穴を開設したものである。  The present invention further provides a veneer plywood around the upper surface of a reinforced veneer plywood in which the surface of the veneer plywood or a woven or non-woven fabric for reinforcement such as carbon fiber is adhered between the veneer plywood and the veneer plywood with an adhesive. For the purpose of strengthening and improving workability, the edge of the cylinder screw bolt hole is bonded at an appropriate interval, and the reinforced veneer plywood is directly below the hole for the screw screw bolt insertion hole. A hole was opened.

以下図面によって実施例を詳述する。
本考案は、例えば、910mm×1820mmのベニヤ合板1の表面に、炭素繊維、アラミド繊維あるいはポリエステル繊維等の補強用シート2を、その素材に適合した接着剤で全面に貼り付けた強化ベニヤ合板3の長手方向両側端縁部に、予めコーチスクリューボルト4の頭部5を収納できかつ電動工具で締付け操作できる程度の直径30mmの穴6を300mm間隔で開設した18mm×50mm×1820mmの胴縁7を、また、中央部に18mm×100mm×1820mmの同縁8を接着するとともに、該強化ベニヤ合板3に接着した胴縁7及び8の穴6の直下に相当する部分にコーチスクリューボルト挿通用の直径10mmの下穴9を開設して胴縁付き構造用合板aを構成する。
Embodiments will be described in detail below with reference to the drawings.
The present invention is, for example, a reinforced veneer plywood 3 in which a reinforcing sheet 2 such as carbon fiber, aramid fiber or polyester fiber is bonded to the entire surface of a 910 mm × 1820 mm veneer plywood 1 with an adhesive suitable for the material. 18 mm × 50 mm × 1820 mm trunk edge 7 having holes 6 with a diameter of 30 mm, which can be accommodated in advance in the longitudinal direction on both side edges of the coach screw bolt 4 and can be tightened with a power tool. In addition, the same edge 8 of 18 mm × 100 mm × 1820 mm is bonded to the center portion, and the portion corresponding to the portion directly below the hole 6 of the trunk edges 7 and 8 bonded to the reinforced veneer plywood 3 is used for inserting a coach screw bolt. A structure ply a having a trunk edge is formed by opening a pilot hole 9 having a diameter of 10 mm.

なお、上記胴縁7及び胴縁8は単独で部品として準備しておくと、工事現場で必要に応じて使用できるので便利である。  In addition, if the said trunk edge 7 and the trunk edge 8 are prepared separately as components, since it can be used as needed at a construction site, it is convenient.

例えば、2枚の910×1820mmのベニヤ合板1と1′の間に、炭素繊維、アラミド繊維あるいはポリエステル繊維等の補強用シート2を、その素材に適合した接着剤で全面に貼り付けた強化ベニヤ合板3に実施例1と同様に、胴縁7及び胴縁8を接着し、かつ、該強化ベニヤ合板3にコーチスクリューボルト挿通用の下穴9を開設して胴縁付き構造用合板a′構成する。  For example, a reinforced veneer in which a reinforcing sheet 2 such as carbon fiber, aramid fiber, or polyester fiber is bonded to the entire surface between two 910 × 1820 mm veneer plywoods 1 and 1 ′ with an adhesive suitable for the material. The plywood 3 is bonded to the case edge 7 and the case edge 8 in the same manner as in the first embodiment, and the reinforced veneer plywood 3 is provided with a pilot hole 9 for inserting a screw screw bolt to form a structure ply a 'with a case edge. To do.

なお、ベニヤ合板1あるいは1′の枚数及び間に介在させる補強用シート2の枚数は目的に応じて適宜変更できることは勿論である。  Needless to say, the number of veneer plywood 1 or 1 'and the number of reinforcing sheets 2 interposed between them can be appropriately changed according to the purpose.

ベニヤ合板の大きさを実施例1及び実施例2において記載したベニヤ合板1あるいは1′より横幅が半分の大きさ、即ち450mm×1820mmとし、この強化ベニヤ合板3に18mm×50mmの胴縁7を接着するとともに、該胴縁7の穴6の直下に相当する部分にコーチスクリューボルト挿通用の下穴9を開設して胴縁付き構造用合板bを構成する。    The size of the veneer plywood is half the width of the veneer plywood 1 or 1 ′ described in the first and second embodiments, that is, 450 mm × 1820 mm. The reinforced veneer plywood 3 is provided with a body edge 7 of 18 mm × 50 mm. In addition to bonding, a lower hole 9 for inserting a coach screw bolt is opened in a portion corresponding to the portion directly below the hole 6 of the trunk edge 7 to constitute a structural plywood b with a trunk edge.

実施例1及び実施例2の胴縁付き構造用合板aまたはa′を3尺壁用とし、6尺壁にはこれを2枚組み合わせ、4.5尺壁用にはこの3尺壁用の構造用合板aまたはa′と実施例3に記載した胴縁付き構造用合板bを組み合わせて使用する。
図5(a)は胴縁付き構造用合板aを3尺壁に取り付けた状態、図5(b)は胴縁付き構造用合板aと胴縁付き構造用合板bを組み合わせて4.5尺壁に取り付けた状態を示す。
The structure plywood a or a ′ with a torso of Example 1 and Example 2 is used for a three-scale wall, two of these are combined for a six-scale wall, and the structure for the three-scale wall is used for a 4.5-scale wall A combination plywood a or a ′ for use and a structural plywood b with a body edge described in Example 3 are used in combination.
Fig. 5 (a) shows a state in which the structural plywood a with a torso is attached to a 3-wall, and Fig. 5 (b) shows a combination of the structural ply-a with a torso and a structural plywood b with a torso, and is attached to a 4.5-wall. Indicates the state.

図6は図5(a)のA−A断面図である。
図6において、柱10と間柱11の上には既存の壁防水紙12、既存木ずり13、既存モルタル14があり、その上に本考案の胴縁付き構造用合板aまたはa′を配置し、胴縁7、胴縁8に開設した穴6及び胴縁付き構造用合板aまたはa′に開設した下穴9にコーチスクリューボルト4を、また他の適当な場所にビス15を用いて柱10、間柱11、土台16、梁17等に強固に固定した状態を示す。
FIG. 6 is a cross-sectional view taken along line AA in FIG.
In FIG. 6, there are existing wall waterproof paper 12, existing wood ply 13, and existing mortar 14 on the pillar 10 and the interposition pillar 11, and the structural plywood a or a ′ with a torso of the present invention is arranged thereon, A column 10 using a coach screw bolt 4 in a hole 6 opened in the trunk edge 7, a trunk edge 8 and a prepared hole 9 in a structural plywood a or a 'with a trunk edge, and a screw 15 in another suitable place, A state of being firmly fixed to the stud 11, the base 16, the beam 17, and the like is shown.

阪神淡路大震災で倒壊した家屋の多くは現行の建築基準法以前に建築された住宅であったとの調査結果から一日も早く現行耐震基準を満たす住宅に建て替える必要があるが、現実には経済的な理由で改修工事が進まないのが現状である。
本考案者は、耐震補強工事に使用されている構造用合板の強度と作業性を改良し、新築工事はもとより、既存建物の耐震補強工事を極めて安価に提供できて、一人でも多くの方が手軽に改修工事を依頼できる体制を確立し、安心して生活できる国造りに貢献できるものと確信しています。
From the survey results that many of the houses collapsed in the Great Hanshin-Awaji Earthquake were houses that were built before the current Building Standards Act, it is necessary to rebuild them to houses that meet the current earthquake resistance standards as soon as possible. The current situation is that the renovation work has not progressed for many reasons.
The inventor has improved the strength and workability of structural plywood used for seismic reinforcement work, and can provide seismic reinforcement work for existing buildings as well as new construction work at a very low cost. We are confident that we can establish a system that allows us to easily request repair work and contribute to the creation of a country where people can live with peace of mind.

1、1′ ベニヤ合板
2 補強用シート
3 補強用シートを接着した強化ベニヤ合板
4 コーチスクリューボルト
5 コーチスクリューボルトの頭部
6 胴縁に開設したコーチスクリューボルト用の穴
7 柱用の胴縁
8 間柱用の胴縁
9 強化ベニヤ合板に開設した下穴
10 柱
11 間柱
12 既存防水紙
13 既存木ずり
14 既存モルタル
15 ビス
16 土台
17 梁
a、a′ 横幅3尺の胴縁付き構造用合板
b 横幅1.5尺の胴縁付き構造用合板
DESCRIPTION OF SYMBOLS 1, 1 'veneer plywood 2 Reinforcement sheet 3 Reinforcement veneer plywood which adhered the reinforcement sheet 4 Coach screw bolt 5 Coach screw bolt head 6 Hole for coach screw bolt established in trunk edge 7 Trunk edge for pillar 8 Trunk edge for stud 9 9 Pilot hole opened in reinforced veneer plywood Pillar 11 Spatula 12 Existing waterproof paper 13 Existing lumber 14 Existing mortar 15 Screw 16 Base 17 Beams a, a 'Structural plywood with 3 rims width b 1.5-inch structural plywood with torso

Claims (3)

ベニヤ合板の表面に、炭素繊維、アラミド繊維あるいはポリエステル繊維等の織布あるいは不織布よりなる補強用シートを、その素材に適合した接着剤で全面に貼り付けた強化ベニヤ合板の長手方向の両側端縁及び中間部分に、それぞれに対応した幅でしかも予めコーチスクリューボルトの頭部を収納できる程度の穴を適当な間隔で開設した胴縁を接着し、かつ、強化ベニヤ合板の当該胴縁の穴の直下に相当する部分にコーチスクリューボルト挿通用の下穴を開設したことを特徴とする胴縁付き構造用合板。  Both sides in the longitudinal direction of reinforced veneer plywood in which a reinforcing sheet made of woven or non-woven fabric such as carbon fiber, aramid fiber or polyester fiber is bonded to the entire surface with an adhesive suitable for the material. In addition, to the intermediate portion, a hole having a width corresponding to each and a hole that can accommodate the head of the coach screw bolt in advance is bonded at an appropriate interval, and the hole of the corresponding barrel edge of the reinforced veneer plywood is bonded. A structural plywood with a torso rim, characterized in that a pilot hole for inserting a coach screw bolt is opened in a portion corresponding to a portion directly below. ベニヤ合板とベニヤ合板の間に、炭素繊維、アラミド繊維あるいはポリエステル繊維等の織布あるいは不織布よりなる補強用シートを配設し、その素材に適合した接着剤で全面に貼り付けた強化ベニヤ合板の長手方向の両側端縁及び中間部分に、それぞれ対応した幅で、予めコーチスクリューボルトの頭部を収納できる程度の直径の穴を適当な間隔で開設した胴縁を接着し、かつ、強化ベニヤ合板の当該胴縁の穴の直下に相当する部分にコーチスクリューボルト挿通用の下穴を開設したことを特徴とする胴縁付き構造用合板。  A reinforcing sheet made of woven or non-woven fabric such as carbon fiber, aramid fiber or polyester fiber is placed between the veneer plywood and the length of the reinforced veneer plywood pasted with an adhesive suitable for the material. Adhering to the side edges and the middle part of the direction with a width corresponding to each, a diameter of a hole that can accommodate the head of the coach screw bolt in advance at an appropriate interval, and a reinforced veneer plywood A structural plywood with a trunk edge, characterized in that a pilot hole for inserting a screw screw bolt is formed in a portion corresponding to a position directly below the hole at the trunk edge. 請求項1及び請求項2記載のベニヤ合板の横幅が半分の大きさのベニヤ合板に炭素繊維、アラミド繊維あるいはポリエステル繊維等の織布あるいは不織布よりなる補強用シートを配設し、その素材に適合した接着剤で全面に貼り付けた強化ベニヤ合板の長手方向の両側端縁に、予めコーチスクリューボルトの頭部を収納できる程度の直径の穴を適当な間隔で開設した胴縁を接着し、かつ、強化ベニヤ合板の当該胴縁の穴の直下に相当する部分にコーチスクリューボルト挿通用の下穴を開設したことを特徴とする胴縁付き構造用合板。  A reinforcing sheet made of woven or non-woven fabric such as carbon fiber, aramid fiber or polyester fiber is disposed on the veneer plywood whose width is half the width of the veneer plywood according to claim 1 and claim 2, and conforms to the material Bonded to the edges of the longitudinal sides of the reinforced veneer plywood pasted on the entire surface with an adhesive, the body edges were previously opened with a hole with a diameter sufficient to accommodate the head of the coach screw bolt, and A structural plywood with a trunk edge, characterized in that a pilot hole for inserting a coach screw bolt is formed in a portion corresponding to the hole just below the hole of the trunk edge of a reinforced veneer plywood.
JP2009008514U 2009-11-10 2009-11-10 Structural plywood with torso Expired - Fee Related JP3162518U (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016160576A (en) * 2015-02-26 2016-09-05 株式会社Lixil Seismic upgrading wall, and construction method for the same
JP2016173006A (en) * 2015-03-18 2016-09-29 株式会社Lixil Aseismic repair wall structure, aseismic repair method for column-exposed wall, and aseismic repair method for stud wall
JP2018096043A (en) * 2016-12-08 2018-06-21 積水化学工業株式会社 Building surface structure
JP2019196603A (en) * 2018-05-08 2019-11-14 小山 和男 Structural plywood laminated with porous steel plates
JP2020111994A (en) * 2019-01-15 2020-07-27 株式会社関電工 Lightweight lid for pit

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016160576A (en) * 2015-02-26 2016-09-05 株式会社Lixil Seismic upgrading wall, and construction method for the same
JP2016173006A (en) * 2015-03-18 2016-09-29 株式会社Lixil Aseismic repair wall structure, aseismic repair method for column-exposed wall, and aseismic repair method for stud wall
JP2018096043A (en) * 2016-12-08 2018-06-21 積水化学工業株式会社 Building surface structure
JP7008402B2 (en) 2016-12-08 2022-01-25 積水化学工業株式会社 Architectural surface structure
JP2019196603A (en) * 2018-05-08 2019-11-14 小山 和男 Structural plywood laminated with porous steel plates
JP2020111994A (en) * 2019-01-15 2020-07-27 株式会社関電工 Lightweight lid for pit
JP7215676B2 (en) 2019-01-15 2023-01-31 株式会社関電工 lightweight lid for pits

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