JP2017040064A - Reinforcing glued lamination board - Google Patents

Reinforcing glued lamination board Download PDF

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JP2017040064A
JP2017040064A JP2015161436A JP2015161436A JP2017040064A JP 2017040064 A JP2017040064 A JP 2017040064A JP 2015161436 A JP2015161436 A JP 2015161436A JP 2015161436 A JP2015161436 A JP 2015161436A JP 2017040064 A JP2017040064 A JP 2017040064A
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insertion hole
reinforcing
plate
reinforcing member
end portion
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JP5879001B1 (en
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勇治 小坂
Yuji Kosaka
勇治 小坂
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CHUTO KK
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Abstract

PROBLEM TO BE SOLVED: To provide a reinforcing glued lamination board capable of preventing an overhanging end from hanging.SOLUTION: A reinforcing glued lamination board 1 has one end used as an overhanging end 1a by making the one end in a plate width direction overhang. A plurality of insertion holes 4 with a depth limited to a partial length L2 of a plate width L3 are drilled at intervals in a plate length direction in the upper half of an end surface of the overhanging end 1a. A rod-like reinforcing member 5 is embedded by being inserted into each insertion hole 4.SELECTED DRAWING: Figure 1

Description

本発明は複数の木製のラミナを集成して接着した集成材に関するものであり、特に板状に成形した集成材、すなわち集成板の補強に関するものである。   The present invention relates to a laminated material in which a plurality of wooden laminaes are assembled and bonded, and more particularly to a laminated material formed into a plate shape, that is, a reinforcement of the laminated plate.

集成板を構成するラミナは、木の繊維が延びる方向(繊維方向)を長手方向とする長尺の単位材であり、該ラミナを複数並列し接着することによって集成板を構成する。このように構成された集成板は、各ラミナの繊維方向と集成板自体の板長方向とが一致し、各ラミナの並列方向と集成板自体の板幅方向とが一致する。   The lamina constituting the laminated board is a long unit material whose longitudinal direction is the direction in which the fibers of the wood extend (fiber direction), and the laminated board is constituted by bonding a plurality of laminaes in parallel. In the laminated plate thus configured, the fiber direction of each lamina coincides with the plate length direction of the laminated plate itself, and the parallel direction of each lamina coincides with the plate width direction of the laminated plate itself.

よって上記構成の集成板は、板幅方向の一端部を張り出して使用する場合、各ラミナの繊維方向でもある板長方向の曲げ応力(引張応力及び圧縮応力)に対する剛性は高いが、各ラミナの並列方向、つまり本来バラバラの各ラミナを接着した方向である板幅方向に沿う曲げ応力、特に引張応力に対する剛性は低いという特性がある。そのため、上記張り出した端部が垂れてしまうおそれがある。   Therefore, when the laminated plate having the above-described configuration is used by extending one end portion in the plate width direction, the rigidity against bending stress (tensile stress and compressive stress) in the plate length direction which is also the fiber direction of each lamina is high. There is a characteristic that rigidity against bending stress, particularly tensile stress, along the plate width direction, which is the direction in which the laminas that are originally separated, are bonded together, is low. Therefore, there is a possibility that the projecting end portion may sag.

したがって、従来の集成板は積極的に板幅方向の端部を張り出して使用することを想定しておらず、板幅方向に沿う引張応力に対する剛性を向上した補強集成板が切望されている。   Therefore, the conventional laminated plate is not assumed to be used by actively projecting the end portion in the plate width direction, and a reinforced laminated plate with improved rigidity against tensile stress along the plate width direction is desired.

下記特許文献1乃至3は、何れも、集成板ではなく、複数のラミナを積層して接着し柱状又は梁状に成形した集成材を開示するものであるが、各ラミナを接着した方向である積層方向に沿って補強部材を介在させて補強を図った集成材を開示している。   The following Patent Documents 1 to 3 disclose a laminated material in which a plurality of laminaes are laminated and bonded into a columnar shape or a beam shape instead of a laminated plate. The laminated material which aimed at reinforcement by interposing a reinforcement member along the lamination direction is indicated.

詳述すると、下記特許文献1,2の集成材は、複数の木製ラミナを積層して接着し、該積層方向の一端部の端面に長手方向に沿って複数の挿入孔を穿設し、該各挿入孔内に補強部材を挿入して埋設した構造を有している。   More specifically, the laminated material of Patent Documents 1 and 2 below is formed by laminating and bonding a plurality of wooden laminas, and forming a plurality of insertion holes along the longitudinal direction at the end face of one end portion in the laminating direction, Each insertion hole has a structure in which a reinforcing member is inserted and embedded.

また、下記特許文献3の集成材は、複数の木製のラミナを積層し、該積層方向の一端部の端面に長手方向に沿って複数の貫通した挿入孔を穿設し、該各挿入孔に補強部材(補強ボルト)を貫挿し、該補強部材の先端にナットを螺着する構造を有している。   Further, the laminated material of Patent Document 3 below is formed by laminating a plurality of wooden laminaes, and by drilling a plurality of insertion holes penetrating along the longitudinal direction on the end face of one end portion in the laminating direction. A reinforcing member (reinforcing bolt) is inserted, and a nut is screwed onto the tip of the reinforcing member.

実開平1−159019号公報Japanese Utility Model Publication No. 1-159019 特開平2−70851号公報JP-A-2-70851 特開2009−30299号公報JP 2009-30299 A

既述のように、上記特許文献1乃至3の集成材は、何れも柱状又は梁状に成形されたものであって板状に成形されたものではないが、各ラミナを接着した方向である積層方向に沿って補強部材を介在させて補強を図っている。   As described above, the laminated materials of Patent Documents 1 to 3 are all formed in a columnar shape or a beam shape and are not formed in a plate shape, but are in a direction in which each lamina is bonded. Reinforcement is achieved by interposing a reinforcing member along the stacking direction.

しかしながら、上記特許文献1乃至3の集成材は、積層方向を左右方向とし板として使用することを一切想定しておらず、当然に積層方向に加わる引張応力を想定していない。   However, the laminated materials of Patent Documents 1 to 3 do not assume any use as a plate with the laminating direction as the left-right direction, and naturally do not assume tensile stress applied in the laminating direction.

現に引用文献1乃至3の集成材内に埋設する補強部材は、積層方向の一端面の略中央に積層方向に沿って真っ直ぐ穿設された挿入孔内に補強部材を介在させており、引張応力が加わる箇所に補強部材が介在していない。   In fact, the reinforcing member embedded in the laminated material of Cited Documents 1 to 3 has a reinforcing member interposed in an insertion hole that is straightly drilled along the laminating direction at the approximate center of one end surface in the laminating direction, and has a tensile stress. There is no reinforcing member in the place where is added.

したがって、引用文献1乃至3の集成材を横使いして積層方向の一端部を張り出した場合、引張応力によって張り出した端部が垂れてしまうおそれがある。   Therefore, when the laminated material of Cited Documents 1 to 3 is used sideways and the one end portion in the stacking direction is overhanged, the end portion overhanging due to the tensile stress may be drooped.

また、上記特許文献1乃至3の集成材にあっては、積層する略全てのラミナ内に補強部材が介在する構成であり、該補強部材により当然に集成板の総重量が増加してしまう。特に補強部材が異形鉄筋等の金属製の補強部材である場合には重量増加が著しくなる。   Moreover, in the laminated material of the said patent documents 1 thru | or 3, it is the structure by which a reinforcement member is interposed in substantially all the lamina | laminates laminated | stacked, Naturally, the total weight of a laminated board will increase by this reinforcement member. In particular, when the reinforcing member is a metal reinforcing member such as a deformed reinforcing bar, the weight increase becomes significant.

本発明に係る補強集成板は補強部材を引張応力が加わる箇所に適切に介在させて有効に補強を図り、もって張り出し端部の垂れ止めを図ることができる。   The reinforcing assembly plate according to the present invention can effectively reinforce the reinforcing member by appropriately interposing the reinforcing member at the location where the tensile stress is applied, thereby preventing the protruding end portion from drooping.

要述すると、本発明に係る補強集成板は、板幅方向の一端部を張り出し、該一端部を張り出し端部として使用に供する補強集成板であって、板幅方向に複数の木製のラミナを並列して接着した層の単層構造又は積層構造を有し、上記張り出し端部の端面の上半に板幅の部分長に限定した深さの挿入孔を板長方向に間隔を存して複数穿設し、該各挿入孔に棒状の補強部材を挿入し埋設することにより、上記張り出し端部の垂れ止めを図ることができる。   In short, the reinforced laminated board according to the present invention is a reinforced laminated board that projects one end part in the board width direction and uses the one end part as an overhanging end part, and includes a plurality of wooden laminaes in the board width direction. It has a single-layer structure or a laminated structure of layers bonded in parallel, and an insertion hole having a depth limited to the partial length of the plate width is provided in the upper half of the end surface of the overhanging end portion with an interval in the plate length direction. By making a plurality of holes and inserting and embedding rod-shaped reinforcing members in the respective insertion holes, it is possible to prevent the overhanging end portion from drooping.

また、本発明に係る補強集成板は、板幅方向の一端部を張り出し、該一端部を張り出し端部として使用に供する補強集成板であって、板幅方向に複数の木製のラミナを並列して接着した第一層と、板長方向に複数の木製のラミナを並列して接着した第二層の積層構造を有し、上記張り出し端部の端面の上半に板幅の部分長に限定した深さの挿入孔を板長方向に間隔を存して複数穿設し、該各挿入孔に棒状の補強部材を挿入し埋設することにより、上記張り出し端部の垂れ止めを図ることができる。   Further, the reinforcing laminated plate according to the present invention is a reinforcing laminated plate that is used for use as an extended end portion that projects one end portion in the plate width direction, and a plurality of wooden laminaes are juxtaposed in the plate width direction. The first layer that is bonded together and the second layer in which a plurality of wooden laminaes are bonded in parallel in the plate length direction are limited to the partial length of the plate width on the upper half of the end surface of the overhang end. By inserting a plurality of insertion holes with a certain depth in the plate length direction at intervals, and inserting and embedding rod-shaped reinforcing members in the respective insertion holes, it is possible to prevent the overhanging end portion from drooping. .

好ましくは、上記各挿入孔を下向きに傾斜して穿設し、該各挿入孔に補強部材を挿入し埋設することにより、確実に上記張り出し端部の垂れ止めを図ることができる。   Preferably, each of the insertion holes is inclined downward and a reinforcing member is inserted and embedded in each of the insertion holes, so that the overhanging end can be reliably prevented from drooping.

また、上記各挿入孔の深さは上記張り出し端部の張り出し長の1.5倍以上に設定し、板幅の部分長に限定しつつ垂れ止めに有効な深さを確保する。   Further, the depth of each insertion hole is set to 1.5 times or more of the overhanging length of the overhanging end portion, and a depth effective for preventing dripping is ensured while being limited to the partial length of the plate width.

上記補強部材としては、金属製又は合成樹脂製の補強部材を用い、上記限定された深さの各挿入孔内に埋設する。   As the reinforcing member, a metal or synthetic resin reinforcing member is used and embedded in each insertion hole having the limited depth.

また、上記第一層と上記第二層の積層構造を有する補強集成板にあっては、上記第一層に限定して上記各挿入孔を穿設するか、又は上記第二層に限定して上記各挿入孔を穿設し、該各挿入孔に補強部材を埋設することができる。   Further, in the reinforcing laminated plate having the laminated structure of the first layer and the second layer, the insertion holes are formed only in the first layer, or limited to the second layer. Thus, each insertion hole can be drilled, and a reinforcing member can be embedded in each insertion hole.

本発明に係る補強集成板にあっては、板幅の部分長に限定した深さの各挿入孔を補強に適切な箇所に穿設し、該各挿入孔内に補強部材を挿入し埋設することにより、総重量の増加を抑えつつ有効に張り出し端部の垂れ止めを図ることができる。   In the reinforcing assembly plate according to the present invention, each insertion hole having a depth limited to the partial length of the plate width is drilled at a place suitable for reinforcement, and a reinforcing member is inserted and embedded in each insertion hole. Accordingly, it is possible to effectively prevent the overhanging end portion from sagging while suppressing an increase in the total weight.

特に各挿入孔を下向きに傾斜するように穿設し、該下向きに傾斜する各挿入孔内に埋設した補強部材により更に効果的に張り出し端部の垂れ止めを図ることができる。   In particular, each insertion hole can be drilled so as to be inclined downward, and the protruding end can be more effectively prevented from drooping by a reinforcing member embedded in each downwardly inclined insertion hole.

本発明に係る補強集成板を板幅方向の一端部を斜め下方に張り出して使用する状態を示す図。The figure which shows the state which uses the reinforcement laminated board which concerns on this invention, projecting the one end part of the board width direction diagonally downward. 本発明に係る補強集成板を板幅方向の一端部を水平に張り出して使用する状態を示す図。The figure which shows the state which uses the reinforcement laminated board which concerns on this invention, extending one end part of a board width direction horizontally. (A)は実施例1に係る補強集成板の斜視図、(B)は同断面図、(C)は挿入孔の他の穿設例を示す断面図。(A) is a perspective view of the reinforced assembly board concerning Example 1, (B) is the same sectional view, (C) is sectional drawing which shows the other drilling example of an insertion hole. (A)は実施例2に係る補強集成板の斜視図、(B)は同断面図、(C)は挿入孔の他の穿設例を示す断面図。(A) is a perspective view of the reinforced assembly board concerning Example 2, (B) is the same sectional drawing, (C) is sectional drawing which shows the other drilling example of an insertion hole. (A)は実施例3に係る補強集成板(三層構造)の斜視図、(B)は同断面図、(C)は挿入孔の他の穿設例を示す断面図。(A) is a perspective view of the reinforcement assembly board (three-layer structure) which concerns on Example 3, (B) is the same sectional drawing, (C) is sectional drawing which shows the other example of an insertion hole. (A)は実施例3に係る補強集成板(五層構造)の斜視図、(B)は同断面図、(C)及び(D)は挿入孔の他の穿設例を示す断面図。(A) is a perspective view of the reinforcing assembly board (five layer structure) based on Example 3, (B) is the same sectional drawing, (C) And (D) is sectional drawing which shows the other drilling example of an insertion hole. (A)は補強部材の後端を接着剤で覆った状態を示す拡大断面図、(B)は補強部材の後端を蓋体で被覆した状態を示す拡大断面図。(A) is an expanded sectional view which shows the state which covered the rear end of the reinforcement member with the adhesive agent, (B) is an expanded sectional view which shows the state which coat | covered the rear end of the reinforcement member with the cover body. (A)は円柱形の補強部材を例示する斜視図、(B)は編成構造の補強部材を例示する斜視図、(C)は円柱形状の芯材の外周面を網状部材で覆った構成の補強部材を例示する斜視図。(A) is a perspective view illustrating a cylindrical reinforcing member, (B) is a perspective view illustrating a reinforcing member having a knitted structure, and (C) is a configuration in which the outer peripheral surface of a cylindrical core member is covered with a mesh member. The perspective view which illustrates a reinforcement member.

以下本発明に係る補強集成板の好適な実施例を図1乃至図8に基づいて説明する。   A preferred embodiment of the reinforcing assembly according to the present invention will be described below with reference to FIGS.

本発明に係る補強集成板1は、図1に示すように、板幅方向Xの一端部を張り出し、該一端部を張り出し端部1aとして使用に供するものであり、例えば図1に示すように、家屋の屋根を構成する野地板として斜め下方に張り出して使用され、梁13又は母屋14を介して柱11又は束12に支持される。又は図2に示すように、水平に張り出して使用され、梁13又は母屋14を介して柱11又は束12に支持される。   As shown in FIG. 1, the reinforcing laminated plate 1 according to the present invention is one in which one end portion in the plate width direction X is overhanged, and the one end portion is used as an overhanging end portion 1 a. For example, as shown in FIG. It is used as a base plate constituting the roof of the house, projecting obliquely downward, and supported by the pillar 11 or the bundle 12 via the beam 13 or the main building 14. Alternatively, as shown in FIG. 2, it is used by projecting horizontally and supported by the pillar 11 or the bundle 12 via the beam 13 or the purlin 14.

何れの例示の場合も、補強集成板1は支点Oにより支持され、張り出し端部1aはL1の張り出し長をもって張り出される。本発明は、後述するように、複数の木製のラミナ2の接着方向である板幅方向の引張応力に対する剛性が低いという集成板の特性を補完するために、該板幅方向Xに沿って挿入孔4を穿設し、該挿入孔4内に補強部材5を挿入し埋設して補強を図る。   In any example, the reinforcing assembly plate 1 is supported by the fulcrum O, and the overhanging end portion 1a is overhanging with the overhanging length of L1. As will be described later, the present invention is inserted along the plate width direction X in order to complement the characteristic of the laminated plate that the rigidity against tensile stress in the plate width direction, which is the bonding direction of the plurality of wooden laminas 2, is low. A hole 4 is drilled, and a reinforcing member 5 is inserted and embedded in the insertion hole 4 for reinforcement.

各挿入孔4の深さL2は少なくとも上記張り出し長L1の1.5倍とし、好ましくは上記張り出し長L1の2倍以上とする。なお、後記するように、各挿入孔4の深さL2は補強集成板1の板幅L3より短く設定する。   The depth L2 of each insertion hole 4 is at least 1.5 times the overhang length L1, and is preferably at least twice the overhang length L1. As will be described later, the depth L2 of each insertion hole 4 is set to be shorter than the plate width L3 of the reinforcing laminated plate 1.

また、補強部材5の径は引張応力に耐えうる範囲で自由に設定でき、該補強部材5の径に応じて挿入孔4を穿設する。   Further, the diameter of the reinforcing member 5 can be freely set within a range that can withstand the tensile stress, and the insertion hole 4 is formed according to the diameter of the reinforcing member 5.

実施例1に係る補強集成板1は、図3(A)に示すように、板幅方向Xに複数の木製のラミナ2を並列して接着した層3の単層構造を有し、板幅方向Xの一端部たる張り出し端部1aの端面1bの上半に板幅L3の部分長に限定した深さL2の挿入孔4を板長方向Yに間隔を存して複数穿設し、該各挿入孔4に補強部材5を挿入し埋設することにより、上記張り出し端部1aの垂れ止めを図ることができる。   As shown in FIG. 3 (A), the reinforcing laminated plate 1 according to the first embodiment has a single-layer structure of a layer 3 in which a plurality of wooden laminas 2 are bonded in parallel in the plate width direction X, and the plate width A plurality of insertion holes 4 having a depth L2 limited to the partial length of the plate width L3 are formed in the upper half of the end surface 1b of the overhanging end portion 1a, which is one end portion in the direction X, at intervals in the plate length direction Y, By inserting and embedding the reinforcing member 5 in each insertion hole 4, it is possible to prevent the overhanging end portion 1a from drooping.

特に補強部材5を受け入れる各挿入孔4を張り出し端面1bの上半から板幅方向Xに沿って穿設することにより、板幅方向Xに加わる引張応力に対し有効に補強を図ることができる。   Particularly, by reinforcing the insertion holes 4 for receiving the reinforcing members 5 along the plate width direction X from the upper half of the projecting end face 1b, it is possible to effectively reinforce the tensile stress applied in the plate width direction X.

好ましくは図3(B)に示すように、張り出し端部1aの端面1bの上半に各挿入孔4を下向きに傾斜して穿設し、該各挿入孔4に補強部材5を挿入し埋設する。すなわち各挿入孔4を端面1bの上半から板幅方向Xに沿って且つ板厚方向Zに沿って補強集成板1の下面1cに近づくように傾斜して穿設し、該各挿入孔4内に補強部材5を挿入して埋設する。これにより、補強部材5が補強集成板1の上半に可及的に長く介在し引張応力に有効に対応すると共に、該補強部材5の傾斜方向が張り出し端部1aが垂れる方向とは逆向きとなるために確実に上記張り出し端部1aの垂れ止めを図ることができる。   Preferably, as shown in FIG. 3 (B), each insertion hole 4 is drilled in the upper half of the end surface 1b of the overhanging end portion 1a so as to be inclined downward, and a reinforcing member 5 is inserted into each insertion hole 4 and buried therein. To do. That is, each insertion hole 4 is inclined and drilled from the upper half of the end surface 1 b along the plate width direction X and along the plate thickness direction Z so as to approach the lower surface 1 c of the reinforcing laminated plate 1. The reinforcing member 5 is inserted and embedded therein. As a result, the reinforcing member 5 is interposed in the upper half of the reinforcing assembly 1 as long as possible to effectively cope with the tensile stress, and the inclination direction of the reinforcing member 5 is opposite to the direction in which the projecting end portion 1a hangs down. Therefore, it is possible to reliably prevent the overhanging end portion 1a from drooping.

なお、各挿入孔4の傾斜角度θは、0度以上で且つ深さL2を確保できる角度であれば、その範囲内で自由に設定できる。好ましくは、各挿入孔4の底端4aが板厚の中心付近となるように角度調整し、該各挿入孔4内に埋設される補強部材5が、引張応力が加わる板厚の上半に配置されるようにすることが望ましい。   Note that the inclination angle θ of each insertion hole 4 can be freely set within the range as long as the angle is 0 degree or more and the depth L2 can be secured. Preferably, the angle is adjusted so that the bottom end 4a of each insertion hole 4 is near the center of the plate thickness, and the reinforcing member 5 embedded in each insertion hole 4 is in the upper half of the plate thickness to which tensile stress is applied. It is desirable to arrange them.

又は図3(C)に示すように、張り出し端部1aの端面1bの上半に各挿入孔4を水平に穿設し、該各挿入孔4に補強部材5を挿入し埋設する。すなわち各挿入孔4を端面1bの上半から板幅方向Xに沿って補強集成板1の下面1cに平行に穿設し、該各挿入孔4内に補強部材5を挿入して埋設する。これにより補強部材5が袖強集成板1の上半に連続的に介在し、引張応力に効果的に対応するため、確実に上記張り出し端部1aの垂れ止めを図ることができる。   Alternatively, as shown in FIG. 3C, each insertion hole 4 is horizontally drilled in the upper half of the end surface 1b of the overhanging end portion 1a, and the reinforcing member 5 is inserted and buried in each insertion hole 4. That is, each insertion hole 4 is drilled from the upper half of the end face 1 b along the plate width direction X in parallel to the lower surface 1 c of the reinforcing assembly plate 1, and the reinforcing member 5 is inserted and embedded in each insertion hole 4. Accordingly, the reinforcing member 5 is continuously interposed in the upper half of the strong sleeve assembly plate 1 and effectively copes with the tensile stress, so that the overhanging end portion 1a can be reliably prevented from drooping.

また、挿入孔4内への補強部材5の埋設について詳述すると、まず補強部材5の先端5aを挿入孔4の開口端4bから差し入れ同挿入孔4の底端4aに達するまで挿入し、図5に示すように、該挿入孔4内に既知のエポキシ樹脂又はウレタン樹脂等から成る接着剤6を注入して補強部材5を埋設する。なお、補強部材5の後端5bは、図7(A)に示すように、接着剤6により覆うか、又は図7(B)に示すように、挿入孔4に嵌合する円盤状の蓋体7を接着剤6を介して接着し、該蓋体7により覆って雨水等から保護する。   The embedding of the reinforcing member 5 in the insertion hole 4 will be described in detail. First, the distal end 5a of the reinforcing member 5 is inserted from the opening end 4b of the insertion hole 4 until reaching the bottom end 4a of the insertion hole 4, As shown in FIG. 5, the reinforcing member 5 is embedded by injecting an adhesive 6 made of a known epoxy resin or urethane resin into the insertion hole 4. The rear end 5b of the reinforcing member 5 is covered with an adhesive 6 as shown in FIG. 7A, or a disc-shaped lid that fits into the insertion hole 4 as shown in FIG. 7B. The body 7 is bonded through the adhesive 6 and covered with the lid body 7 to protect it from rainwater or the like.

また、補強部材5としては、金属製又は合成樹脂製のものを用いる。好ましくは鉄(鋼材)等の金属又は繊維強化プラスチック、例えば炭素繊維強化プラスチック、アラミド繊維強化プラスチック等の合成樹脂を用い、棒状に成形して補強部材5として使用する。   The reinforcing member 5 is made of metal or synthetic resin. Preferably, a metal such as iron (steel material) or a synthetic resin such as a fiber reinforced plastic, for example, a carbon fiber reinforced plastic, an aramid fiber reinforced plastic, or the like, is formed into a rod shape and used as the reinforcing member 5.

補強部材5の構造としては、図8(A)に示すように、所謂異形鉄筋を用い、外周面に凹凸部を有する棒状の構造とする他、同図(B)に示すように、金属製又は合成樹脂製の繊維束8をロープ状に編成するか、又は同図(C)に示す円柱形状の金属製又は合成樹脂製の芯材5′の外周面を金属繊維又は合成樹脂繊維を網状に編成したシート体9で覆った棒材とすることができる。何れにしても、補強部材5の外周面に積極的に凹凸部を形成し、接着剤6との一体化を強固にする。   As shown in FIG. 8 (A), the reinforcing member 5 has a rod-like structure using a so-called deformed reinforcing bar and having an uneven portion on the outer peripheral surface, as shown in FIG. 8 (B). Alternatively, the fiber bundle 8 made of synthetic resin is knitted in a rope shape, or the outer peripheral surface of the cylindrical metal or synthetic resin core material 5 'shown in FIG. It can be set as the bar covered with the sheet | seat body 9 knitted to. In any case, a concavo-convex portion is positively formed on the outer peripheral surface of the reinforcing member 5 to strengthen the integration with the adhesive 6.

上記のように、板幅L3の部分長L2に限定した深さの各挿入孔4を補強に適切な箇所に穿設し、該各挿入孔内に補強部材を挿入し埋設することにより、総重量の増加を抑えつつ有効に張り出し端部1aの垂れ止めを図ることができる。   As described above, each insertion hole 4 having a depth limited to the partial length L2 of the plate width L3 is drilled at a place suitable for reinforcement, and a reinforcing member is inserted and embedded in each insertion hole. It is possible to effectively prevent the overhanging end portion 1a from drooping while suppressing an increase in weight.

特に各挿入孔4を下向きに傾斜するように穿設し、該下向きに傾斜する各挿入孔4内に埋設した補強部材5により更に効果的に張り出し端部1aの垂れ止めを図ることができる。   In particular, it is possible to more effectively prevent the overhanging end portion 1a from being drooped by the reinforcing members 5 that are formed so that the respective insertion holes 4 are inclined downward and are embedded in the respective insertion holes 4 that are inclined downward.

実施例2に係る補強集成板1は、図4(A)に示すように、板幅方向Xに複数の木製のラミナ2を並列して接着した層3の複層構造を有し、板幅方向Xの一端部たる張り出し端部1aの端面1bの上半に板幅L3の部分長に限定した深さL2の挿入孔4を板長方向Yに間隔を存して複数穿設し、該各挿入孔4に補強部材5を挿入し埋設することにより、上記張り出し端部1aの垂れ止めを図ることができる。   As shown in FIG. 4 (A), the reinforcing laminated plate 1 according to the second embodiment has a multilayer structure of layers 3 in which a plurality of wooden laminas 2 are bonded in parallel in the plate width direction X. A plurality of insertion holes 4 having a depth L2 limited to the partial length of the plate width L3 are formed in the upper half of the end surface 1b of the overhanging end portion 1a, which is one end portion in the direction X, at intervals in the plate length direction Y, By inserting and embedding the reinforcing member 5 in each insertion hole 4, it is possible to prevent the overhanging end portion 1a from drooping.

特に補強部材5を受け入れる各挿入孔4を張り出し端部1aの端面1bにおける上半、すなわち最上の層3の端面から板幅方向Xに沿って穿設することにより、板幅方向Xに加わる引張応力に対し有効に補強を図ることができる。なお、本実施例においては、二層構造の場合について示しているが、三層以上の構造とすることも実施に応じ任意である。また、本実施例においては、最上の層3を構成するラミナ2のピッチと、その下の層3を構成するラミナ2のピッチを半ピッチ分ずつずらした例を示しているが、本発明において各層3のピッチを同一にすることや半ピッチ以下又は半ピッチ以上ずらすこともできる。   In particular, each insertion hole 4 that receives the reinforcing member 5 is drilled along the plate width direction X from the upper half of the end surface 1 b of the overhanging end portion 1 a, that is, from the end surface of the uppermost layer 3. Effective reinforcement against stress can be achieved. In the present embodiment, a case of a two-layer structure is shown, but a structure of three or more layers may be arbitrarily set depending on the implementation. In this embodiment, an example is shown in which the pitch of the lamina 2 constituting the uppermost layer 3 and the pitch of the lamina 2 constituting the lower layer 3 are shifted by half a pitch. The pitch of each layer 3 can be made the same, or less than half pitch or more than half pitch can be shifted.

本実施例においても、好ましくは図4(B)に示すように、張り出し端部1aの端面1bの上半に各挿入孔4を下向きに傾斜して穿設し、該各挿入孔4に補強部材5を挿入し埋設する。すなわち各挿入孔4を端面1bの上半から板幅方向Xに沿って且つ板厚方向Zに沿って上面側の層3を貫きつつ補強集成板1の下面1cに近づくように傾斜して穿設し、該各挿入孔4内に補強部材5を挿入して埋設する。これにより、補強部材5が補強集成板1の上半と下半の双方に介在し、引張応力と圧縮応力の双方に有効に対応するため、確実に上記張り出し端部1aの垂れ止めを図ることができる。   Also in this embodiment, preferably, as shown in FIG. 4 (B), each insertion hole 4 is formed to be inclined downward in the upper half of the end surface 1b of the overhanging end 1a, and the insertion hole 4 is reinforced. The member 5 is inserted and embedded. That is, each insertion hole 4 is inclined and drilled from the upper half of the end surface 1b along the plate width direction X and along the plate thickness direction Z so as to approach the lower surface 1c of the reinforcing laminated plate 1 while penetrating the upper layer 3. The reinforcing member 5 is inserted into each insertion hole 4 and buried. Thereby, the reinforcing member 5 is interposed in both the upper half and the lower half of the reinforcing assembly plate 1 to effectively cope with both the tensile stress and the compressive stress. Can do.

又は図4(C)に示すように、張り出し端部1aの端面1bの上半に各挿入孔4を水平に穿設し、該各挿入孔4に補強部材5を挿入し埋設する。すなわち各挿入孔4を端面1bの上半から上面側の層3内に板幅方向Xに沿って補強集成板1の下面1cに平行に穿設し、該各挿入孔4内に補強部材5を挿入して埋設する。これにより補強部材5が袖強集成板1の上半に連続的に介在し、引張応力に効果的に対応するため、確実に上記張り出し端部1aの垂れ止めを図ることができる。   Alternatively, as shown in FIG. 4C, each insertion hole 4 is horizontally drilled in the upper half of the end face 1b of the overhanging end portion 1a, and the reinforcing member 5 is inserted and buried in each insertion hole 4. That is, each insertion hole 4 is drilled in the layer 3 on the upper surface side from the upper half of the end face 1 b in parallel with the lower surface 1 c of the reinforcing assembly 1 along the plate width direction X, and the reinforcing member 5 is inserted into each insertion hole 4. Insert and embed. Accordingly, the reinforcing member 5 is continuously interposed in the upper half of the strong sleeve assembly plate 1 and effectively copes with the tensile stress, so that the overhanging end portion 1a can be reliably prevented from drooping.

本実施例においても、各挿入孔4の傾斜角度θは、0度以上で且つ深さL2を確保できる角度であれば、その範囲内で自由に設定できるが、本実施例においては、上面側の層3と下面側の層3の双方に達するように各挿入孔4を穿設し、該各挿入孔4内に埋設される補強部材5により両層の接着を補強することが望ましい。   Also in this embodiment, the inclination angle θ of each insertion hole 4 can be freely set within the range as long as it is 0 degree or more and the depth L2 can be secured. It is desirable that each insertion hole 4 is formed so as to reach both the layer 3 and the lower layer 3, and the adhesion of both layers is reinforced by the reinforcing member 5 embedded in each insertion hole 4.

なお、各挿入孔4内への補強部材5の埋設については、実施例1と同様であるので、実施例1における記述及び図7を援用する。また、補強部材5は実施例1と同様の棒材を用いることができる。   In addition, about embedding of the reinforcement member 5 in each insertion hole 4, since it is the same as that of Example 1, the description in Example 1 and FIG. 7 are used. Further, the reinforcing member 5 can be the same bar as in the first embodiment.

上記のとおり、本実施例においても、各挿入孔4を板幅L3の部分長L2に限定し該限定された長さの各挿入孔4内に補強部材5を埋設することにより、総重量が徒に増加することがない。また、各挿入孔4を補強に適切な箇所に穿設し、該各挿入孔4内に補強部材5を挿入し埋設することにより、有効に張り出し端部1aの垂れ止めを図ることができる。加えて、各挿入孔4を下向きに傾斜するように穿設し、該下向きに傾斜する各挿入孔4内に埋設した補強部材5により更に効果的に張り出し端部1aの垂れ止めを図ることができる。   As described above, also in this embodiment, each insertion hole 4 is limited to the partial length L2 of the plate width L3, and the reinforcing member 5 is embedded in each insertion hole 4 of the limited length, so that the total weight is increased. There is no increase. Further, by piercing each insertion hole 4 at a location suitable for reinforcement, and inserting and embedding the reinforcing member 5 in each insertion hole 4, it is possible to effectively prevent the overhanging end portion 1a from drooping. In addition, each insertion hole 4 is formed so as to be inclined downward, and the protruding end 1a can be more effectively prevented from drooping by the reinforcing member 5 embedded in each insertion hole 4 inclined downward. it can.

実施例3に係る補強集成板1は、図5(A)又は図6(A)に示すように、板幅方向Xに複数の木製のラミナ2を並列して接着した第一層3Aと、板長方向Yに複数の木製のラミナ2を並列して接着した第二層3Bの積層構造を有し、板幅方向Xの一端部たる張り出し端部1aの端面1bの上半に板幅L2の部分長L2に限定した深さの挿入孔4を板長方向Yに間隔を存して複数穿設し、該各挿入孔4に棒状の補強部材5を挿入し埋設することにより、上記張り出し端部1aの垂れ止めを図ることができる。   As shown in FIG. 5 (A) or FIG. 6 (A), the reinforcing assembly board 1 according to the embodiment 3 includes a first layer 3A in which a plurality of wooden laminas 2 are bonded in parallel in the board width direction X; It has a laminated structure of a second layer 3B in which a plurality of wooden laminas 2 are bonded in parallel in the plate length direction Y, and a plate width L2 on the upper half of the end surface 1b of the overhanging end portion 1a as one end portion in the plate width direction X. By inserting a plurality of insertion holes 4 having a depth limited to the partial length L2 in the plate length direction Y at intervals, and inserting and embedding rod-like reinforcing members 5 in the insertion holes 4, the projecting It is possible to prevent the end 1a from drooping.

本実施例にあっては、実施例1・2と異なり、第一層3Aを構成するラミナ2と第二層3Bを構成するラミナ2が交差し、すなわち各層3A・3Bを構成するラミナ2の繊維方向が交差しているため、もともと剛性が高いが、補強部材5を受け入れる各挿入孔4を張り出し端部1aの端面1bにおける上半から板幅方向Xに沿って穿設することにより、板幅方向Xに加わる引張応力に対し更なる補強を図ることができる。   In the present embodiment, unlike the first and second embodiments, the lamina 2 constituting the first layer 3A and the lamina 2 constituting the second layer 3B intersect, that is, the lamina 2 constituting the layers 3A and 3B. Since the fiber directions cross each other, the rigidity is originally high. However, by inserting each insertion hole 4 for receiving the reinforcing member 5 along the plate width direction X from the upper half of the end surface 1b of the projecting end portion 1a, Further reinforcement can be achieved against the tensile stress applied in the width direction X.

なお、本実施例においては、第一層3Aと第二層3Bを交互に積層した構造の場合について示しているが、本発明は、第一層3Aと第二層3Bを交互ではなく、ランダムに積層した構造を包含する。また、本実施例においては、図5で三層構造の場合について示し、図6で五層構造の場合について示しているが、二層構造や四層構造又は六層以上の積層構造とすることも実施に応じ任意である。   In the present embodiment, the case where the first layer 3A and the second layer 3B are alternately stacked is shown. However, in the present invention, the first layer 3A and the second layer 3B are not alternating, but are random. The structure laminated | stacked on is included. In this embodiment, FIG. 5 shows the case of a three-layer structure, and FIG. 6 shows the case of a five-layer structure. However, a two-layer structure, a four-layer structure, or a laminated structure of six layers or more is used. Is also optional depending on implementation.

本実施例においても、好ましくは図5(B)に示すように、張り出し端部1aの端面1bの上半に各挿入孔4を下向きに傾斜して穿設し、該各挿入孔4に補強部材5を挿入し埋設する。すなわち各挿入孔4を端面1bの上半から板幅方向Xに沿って且つ板厚方向Zに沿って最上の第一層3Aを貫きつつ補強集成板1の下面1cに近づくように傾斜して穿設し、該各挿入孔4内に補強部材5を挿入して埋設する。これにより、補強部材5が補強集成板1の上半に可及的に長く介在し引張応力に有効に対応すると共に、該補強部材5の傾斜方向が張り出し端部1aが垂れる方向とは逆向きとなるために確実に上記張り出し端部1aの垂れ止めを図ることができる。   Also in the present embodiment, preferably, as shown in FIG. 5 (B), each insertion hole 4 is formed to be inclined downward in the upper half of the end surface 1b of the overhanging end portion 1a, and the insertion hole 4 is reinforced. The member 5 is inserted and embedded. That is, each insertion hole 4 is inclined from the upper half of the end surface 1b along the plate width direction X and along the plate thickness direction Z so as to approach the lower surface 1c of the reinforcing laminated plate 1 while penetrating the uppermost first layer 3A. The reinforcing member 5 is inserted and embedded in each insertion hole 4. As a result, the reinforcing member 5 is interposed in the upper half of the reinforcing assembly 1 as long as possible to effectively cope with the tensile stress, and the inclination direction of the reinforcing member 5 is opposite to the direction in which the projecting end portion 1a hangs down. Therefore, it is possible to reliably prevent the overhanging end portion 1a from drooping.

なお、各挿入孔4の傾斜角度θは、0度以上で且つ深さL2を確保できる角度であれば、その範囲内で自由に設定できる。好ましくは、各挿入孔4の底端4aが板厚の中心付近となるように角度調整し、該各挿入孔4内に埋設される補強部材5が、引張応力が加わる板厚の上半に配置されるようにすることが望ましい。   Note that the inclination angle θ of each insertion hole 4 can be freely set within the range as long as the angle is 0 degree or more and the depth L2 can be secured. Preferably, the angle is adjusted so that the bottom end 4a of each insertion hole 4 is near the center of the plate thickness, and the reinforcing member 5 embedded in each insertion hole 4 is in the upper half of the plate thickness to which tensile stress is applied. It is desirable to arrange them.

又は図5(C),図6(B)・(C)に示すように、張り出し端部1aの端面1bの上半に各挿入孔4を水平に穿設し、該各挿入孔4に補強部材5を挿入し埋設する。すなわち各挿入孔4を端面1bの上半から最上の層3内に板幅方向Xに沿って補強集成板1の下面1cに平行に穿設し、該各挿入孔4内に補強部材5を挿入して埋設する。これにより補強部材5が補強集成板1の上半に連続的に介在し、引張応力に効果的に対応するため、確実に上記張り出し端部1aの垂れ止めを図ることができる。   Alternatively, as shown in FIGS. 5 (C), 6 (B) and 6 (C), each insertion hole 4 is horizontally drilled in the upper half of the end surface 1b of the overhanging end portion 1a, and the insertion holes 4 are reinforced. The member 5 is inserted and embedded. That is, each insertion hole 4 is drilled in the uppermost layer 3 from the upper half of the end face 1 b along the plate width direction X in parallel with the lower surface 1 c of the reinforcing assembly 1, and the reinforcing member 5 is placed in each insertion hole 4. Insert and bury. As a result, the reinforcing member 5 is continuously interposed in the upper half of the reinforcing laminated plate 1 and effectively copes with the tensile stress, so that the overhanging end portion 1a can be reliably prevented from drooping.

また、図5(C),図6(B)は、張り出し端部1aの端面1bの上半を構成する第一層3Aに限定して各挿入孔4を穿設し、該各挿入孔4内に補強部材5を挿入し埋設した例を示しており、図6(C)は、張り出し端部1aの端面1bの上半を構成する第二層3Bに限定して各挿入孔4を穿設し、該各挿入孔4内に補強部材5を埋設した例を示している。何れの場合も適切に補強を図ることができる。   5 (C) and 6 (B), each insertion hole 4 is formed only in the first layer 3A constituting the upper half of the end surface 1b of the overhanging end portion 1a. FIG. 6C shows an example in which the reinforcing member 5 is inserted and embedded therein, and FIG. 6C shows the insertion holes 4 limited to the second layer 3B constituting the upper half of the end surface 1b of the overhanging end portion 1a. In this example, the reinforcing member 5 is embedded in each insertion hole 4. In either case, it is possible to appropriately reinforce.

また、図6(D)は、図6(B)の例と同様に張り出し端部1aの端面1bの上半を構成する第一層3Aに各挿入孔4を穿設し、該各挿入孔4内に補強部材5を挿入し埋設すると共に、更に上記第一層3A直下の第二層3Bに上記第一層3A内に埋設した補強部材5と直交して複数の挿入孔4を穿設し、該各挿入孔4内にも補強部材5を挿入して埋設した例を示している。この例によれば、第一層3A内の補強部材5と第二層3B内の補強部材5が直交して配され、集成板1を更に補強することができる。但し、この例の場合においても、第一層3A内に存する補強部材5の長さ、つまり板幅Xの部分長L2の範囲内で第二層3B内に補強部材5を配する。   6D, similarly to the example of FIG. 6B, each insertion hole 4 is formed in the first layer 3A constituting the upper half of the end surface 1b of the overhanging end portion 1a, and each insertion hole is formed. 4, the reinforcing member 5 is inserted and embedded, and a plurality of insertion holes 4 are formed in the second layer 3B immediately below the first layer 3A perpendicular to the reinforcing member 5 embedded in the first layer 3A. In this example, the reinforcing member 5 is inserted and embedded in each insertion hole 4. According to this example, the reinforcing member 5 in the first layer 3 </ b> A and the reinforcing member 5 in the second layer 3 </ b> B are arranged orthogonally, and the assembled plate 1 can be further reinforced. However, also in this example, the reinforcing member 5 is arranged in the second layer 3B within the length of the reinforcing member 5 existing in the first layer 3A, that is, the partial length L2 of the plate width X.

なお、各挿入孔4内への補強部材5の埋設については、実施例1と同様であるので、実施例1における記述を援用する。また、補強部材5は実施例1と同様の棒材を用いることができる。   In addition, about embedding of the reinforcement member 5 in each insertion hole 4, since it is the same as that of Example 1, the description in Example 1 is used. Further, the reinforcing member 5 can be the same bar as in the first embodiment.

上記のとおり、本実施例においても、板幅L3の部分長L2に限定した深さの各挿入孔4を引張応力が加わる箇所に適切に穿設し、該各挿入孔4内に補強部材を挿入し埋設することにより、総重量の増加を抑えつつ有効に張り出し端部1aの垂れ止めを図ることができる。   As described above, also in this embodiment, each insertion hole 4 having a depth limited to the partial length L2 of the plate width L3 is appropriately drilled at a place where tensile stress is applied, and a reinforcing member is provided in each insertion hole 4. By inserting and embedding, it is possible to effectively prevent the overhanging end portion 1a from drooping while suppressing an increase in the total weight.

また、各挿入孔4を下向きに傾斜するように穿設し、該下向きに傾斜する各挿入孔4内に埋設した補強部材5により更に効果的に張り出し端部1aの垂れ止めを図ることができる。   Moreover, each insertion hole 4 is drilled so as to be inclined downward, and the overhanging end portion 1a can be more effectively prevented from drooping by the reinforcing member 5 embedded in each downwardly inclined insertion hole 4. .

1…補強集成板、1a…張り出し端部(板幅方向の一端部)、1b…張り出し端面、1c…下面、2…ラミナ、3…層、3A…第一層、3B…第二層、4…挿入孔、4a…挿入孔の底端、4b…挿入孔の開口端、5…補強部材、5a…補強部材の先端、5b…補強部材の後端、5′…芯材、6…接着剤、7…蓋体、8…繊維束、9…網状のシート体、11…柱、12…束、13…梁、14…母屋、L1…張り出し長、L2…挿入孔の深さ、L3…板幅、X…板幅方向、Y…板長方向、Z…板厚方向。 DESCRIPTION OF SYMBOLS 1 ... Reinforcement laminated board, 1a ... Overhang end part (one end part of board width direction), 1b ... Overhang end surface, 1c ... Lower surface, 2 ... Lamina, 3 ... Layer, 3A ... First layer, 3B ... Second layer, 4 ... Insertion hole, 4a ... Bottom end of insertion hole, 4b ... Open end of insertion hole, 5 ... Reinforcement member, 5a ... Front end of reinforcement member, 5b ... Rear end of reinforcement member, 5 '... Core material, 6 ... Adhesive , 7 ... Lid, 8 ... Fiber bundle, 9 ... Reticulated sheet, 11 ... Pillar, 12 ... Bundle, 13 ... Beam, 14 ... Purlin, L1 ... Overhang length, L2 ... Depth of insertion hole, L3 ... Plate Width, X: plate width direction, Y: plate length direction, Z: plate thickness direction.

要述すると、本発明に係る補強集成板は、板幅方向の一端部を張り出し、該一端部を張り出し端部として使用に供する補強集成板であって、板幅方向に複数の木製のラミナを並列して接着した層の単層構造又は積層構造を有し、上記張り出し端部の端面の上半から板幅方向に沿って板幅の部分長に限定した深さの挿入孔を板厚の上半に板長方向に間隔を存して複数穿設し、該各挿入孔に棒状の補強部材を挿入し埋設することにより、上記張り出し端部の垂れ止めを図ることができる。 In short, the reinforced laminated board according to the present invention is a reinforced laminated board that projects one end part in the board width direction and uses the one end part as an overhanging end part, and includes a plurality of wooden laminaes in the board width direction. parallel with a single-layer structure or a stacked structure of adhered layers, the insertion hole of the end face from the upper half along the sheet width direction depth is limited to partial length of the plate width of the overhanging end portion thickness of A plurality of holes are formed in the upper half at intervals in the plate length direction, and a bar-shaped reinforcing member is inserted and embedded in each insertion hole, thereby preventing the overhanging end portion from drooping.

また、本発明に係る補強集成板は、板幅方向の一端部を張り出し、該一端部を張り出し端部として使用に供する補強集成板であって、板幅方向に複数の木製のラミナを並列して接着した第一層と、板長方向に複数の木製のラミナを並列して接着した第二層の積層構造を有し、上記張り出し端部の端面の上半から板幅方向に沿って板幅の部分長に限定した深さの挿入孔を板厚の上半に板長方向に間隔を存して複数穿設し、該各挿入孔に棒状の補強部材を挿入し埋設することにより、上記張り出し端部の垂れ止めを図ることができる。 Further, the reinforcing laminated plate according to the present invention is a reinforcing laminated plate that is used for use as an extended end portion that projects one end portion in the plate width direction, and a plurality of wooden laminaes are juxtaposed in the plate width direction. A laminated structure of a first layer bonded and a second layer in which a plurality of wooden laminaes are bonded in parallel in the plate length direction, and the plate extends in the plate width direction from the upper half of the end face of the overhanging end portion. By inserting a plurality of insertion holes having a depth limited to the partial length of the width in the upper half of the plate thickness with an interval in the plate length direction, and inserting and embedding a rod-shaped reinforcing member in each insertion hole, It is possible to prevent the overhanging end portion from drooping.

好ましくは、上記各挿入孔を下向きに傾斜して板厚の上半に穿設し、該各挿入孔に補強部材を挿入し埋設することにより、確実に上記張り出し端部の垂れ止めを図ることができる。 Preferably, each insertion hole is inclined downward and drilled in the upper half of the plate thickness, and a reinforcing member is inserted and buried in each insertion hole, thereby reliably preventing the overhanging end portion from drooping. Can do.

本発明に係る補強集成板を板幅方向の一端部を斜め下方に張り出して使用する状態を示す図。The figure which shows the state which uses the reinforcement laminated board which concerns on this invention, projecting the one end part of the board width direction diagonally downward. 本発明に係る補強集成板を板幅方向の一端部を水平に張り出して使用する状態を示す図。The figure which shows the state which uses the reinforcement laminated board which concerns on this invention, extending one end part of a board width direction horizontally. (A)は実施例1に係る補強集成板の斜視図、(B)は同断面図、(C)は挿入孔の他の穿設例を示す断面図。(A) is a perspective view of the reinforced assembly board concerning Example 1, (B) is the same sectional view, (C) is sectional drawing which shows the other drilling example of an insertion hole. (A)は実施例2に係る補強集成板の斜視図、(B)は同断面図。 (A) is a perspective view of the reinforced assembly board concerning Example 2, (B) is the same sectional drawing. (A)は実施例3に係る補強集成板(三層構造)の斜視図、(B)は同断面図、(C)は挿入孔の他の穿設例を示す断面図。(A) is a perspective view of the reinforcement assembly board (three-layer structure) which concerns on Example 3, (B) is the same sectional drawing, (C) is sectional drawing which shows the other example of an insertion hole. (A)は実施例3に係る補強集成板(五層構造)の斜視図、(B)は同断面図、(C)及び(D)は挿入孔の他の穿設例を示す断面図。(A) is a perspective view of the reinforcing assembly board (five layer structure) based on Example 3, (B) is the same sectional drawing, (C) And (D) is sectional drawing which shows the other drilling example of an insertion hole. (A)は補強部材の後端を接着剤で覆った状態を示す拡大断面図、(B)は補強部材の後端を蓋体で被覆した状態を示す拡大断面図。(A) is an expanded sectional view which shows the state which covered the rear end of the reinforcement member with the adhesive agent, (B) is an expanded sectional view which shows the state which coat | covered the rear end of the reinforcement member with the cover body. (A)は円柱形の補強部材を例示する斜視図、(B)は編成構造の補強部材を例示する斜視図、(C)は円柱形状の芯材の外周面を網状部材で覆った構成の補強部材を例示する斜視図。(A) is a perspective view illustrating a cylindrical reinforcing member, (B) is a perspective view illustrating a reinforcing member having a knitted structure, and (C) is a configuration in which the outer peripheral surface of a cylindrical core member is covered with a mesh member. The perspective view which illustrates a reinforcement member.

本実施例においては、図4(B)に示すように、張り出し端部1aの端面1bの上半に各挿入孔4を水平に穿設し、該各挿入孔4に補強部材5を挿入し埋設する。すなわち各挿入孔4を端面1bの上半から上面側の層3内に板幅方向Xに沿って補強集成板1の下面1cに平行に穿設し、該各挿入孔4内に補強部材5を挿入して埋設する。これにより補強部材5が袖強集成板1の上半に連続的に介在し、引張応力に効果的に対応するため、確実に上記張り出し端部1aの垂れ止めを図ることができる。 In this embodiment, as shown in FIG. 4 (B), horizontally bored each insertion hole 4 in the upper half of the end face 1b of the projecting end portion 1a, insert the reinforcing member 5 in respective insertion holes 4 Buried. That is, each insertion hole 4 is drilled in the layer 3 on the upper surface side from the upper half of the end face 1 b in parallel with the lower surface 1 c of the reinforcing assembly 1 along the plate width direction X, and the reinforcing member 5 is inserted into each insertion hole 4. Insert and embed. Accordingly, the reinforcing member 5 is continuously interposed in the upper half of the strong sleeve assembly plate 1 and effectively copes with the tensile stress, so that the overhanging end portion 1a can be reliably prevented from drooping.

上記のとおり、本実施例においても、各挿入孔4を板幅L3の部分長L2に限定し該限定された長さの各挿入孔4内に補強部材5を埋設することにより、総重量が徒に増加することがない。また、各挿入孔4を補強に適切な箇所に穿設し、該各挿入孔4内に補強部材5を挿入し埋設することにより、有効に張り出し端部1aの垂れ止めを図ることができる。加えて、具体的には図示しないが、各挿入孔4を下向きに傾斜するように板厚上半に穿設し、該下向きに傾斜する各挿入孔4内に埋設した補強部材5により更に効果的に張り出し端部1aの垂れ止めを図ることができる。 As described above, also in this embodiment, each insertion hole 4 is limited to the partial length L2 of the plate width L3, and the reinforcing member 5 is embedded in each insertion hole 4 of the limited length, so that the total weight is increased. There is no increase. Further, by piercing each insertion hole 4 at a location suitable for reinforcement, and inserting and embedding the reinforcing member 5 in each insertion hole 4, it is possible to effectively prevent the overhanging end portion 1a from drooping. In addition, although not specifically shown, each insertion hole 4 is drilled in the upper half of the plate thickness so as to incline downward, and the effect is further enhanced by the reinforcing member 5 embedded in each insertion hole 4 inclined downward. Thus, it is possible to prevent the overhanging end 1a from drooping.

Claims (7)

板幅方向の一端部を張り出し、該一端部を張り出し端部として使用に供する補強集成板であって、板幅方向に複数の木製のラミナを並列して接着した層の単層構造又は積層構造を有し、上記張り出し端部の端面の上半に板幅の部分長に限定した深さの挿入孔を板長方向に間隔を存して複数穿設し、該各挿入孔に棒状の補強部材を挿入し埋設することにより、上記張り出し端部の垂れ止めを図ることを特徴とする補強集成板。   A monolithic structure or a laminated structure of a laminated layer in which a plurality of wooden laminas are bonded in parallel in the plate width direction, which is a reinforcing laminated plate that is used for use by extending one end portion in the plate width direction and using the one end portion as an extended end portion. A plurality of insertion holes with a depth limited to the partial length of the plate width are formed in the upper half of the end surface of the projecting end portion at intervals in the plate length direction, and each insertion hole has a rod-like reinforcement. A reinforcing assembly plate characterized in that the protruding end is prevented from dripping by inserting and embedding a member. 板幅方向の一端部を張り出し、該一端部を張り出し端部として使用に供する補強集成板であって、板幅方向に複数の木製のラミナを並列して接着した第一層と、板長方向に複数の木製のラミナを並列して接着した第二層の積層構造を有し、上記張り出し端部の端面の上半に板幅の部分長に限定した深さの挿入孔を板長方向に間隔を存して複数穿設し、該各挿入孔に棒状の補強部材を挿入し埋設することにより、上記張り出し端部の垂れ止めを図ることを特徴とする補強集成板。   A reinforced laminated board that projects one end part in the board width direction and uses the one end part as an overhanging end part, and a first layer in which a plurality of wooden laminaes are bonded in parallel in the board width direction, and the board length direction A plurality of wooden laminas bonded in parallel to each other, and an insertion hole having a depth limited to the partial length of the plate width in the upper half of the end surface of the overhanging end portion in the plate length direction. A reinforcing assembly plate, wherein a plurality of holes are provided at intervals, and a bar-shaped reinforcing member is inserted and embedded in each insertion hole to prevent the projecting end portion from drooping. 上記各挿入孔を下向きに傾斜して穿設し、該各挿入孔に補強部材を挿入し埋設することを特徴とする請求項1又は請求項2に記載の補強集成板。   The reinforcing assembly plate according to claim 1 or 2, wherein each insertion hole is formed by being inclined downward, and a reinforcing member is inserted and embedded in each insertion hole. 上記各挿入孔の深さは上記張り出し端部の張り出し長の1.5倍以上であることを特徴とする請求項1又は請求項2に記載の補強集成板。   The depth of each said insertion hole is 1.5 times or more of the overhang length of the said overhang | projection edge part, The reinforcement laminated board of Claim 1 or Claim 2 characterized by the above-mentioned. 上記補強部材は金属製又は合成樹脂製であることを特徴とする請求項1又は請求項2に記載の補強集成板。   The reinforcing assembly plate according to claim 1 or 2, wherein the reinforcing member is made of metal or synthetic resin. 上記第一層に限定して上記各挿入孔を穿設し、該各挿入孔に補強部材を挿入し埋設することを特徴とする請求項2記載の補強集成板。   3. The reinforcing assembly plate according to claim 2, wherein the insertion holes are limited to the first layer, and a reinforcing member is inserted and embedded in each insertion hole. 上記第二層に限定して上記各挿入孔を穿設し、該各挿入孔に補強部材を挿入し埋設することを特徴とする請求項2記載の補強集成板。   3. The reinforcing assembly plate according to claim 2, wherein the insertion holes are limited to the second layer, and reinforcing members are inserted and embedded in the insertion holes.
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