JP4886462B2 - Ground structure - Google Patents

Ground structure Download PDF

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JP4886462B2
JP4886462B2 JP2006282771A JP2006282771A JP4886462B2 JP 4886462 B2 JP4886462 B2 JP 4886462B2 JP 2006282771 A JP2006282771 A JP 2006282771A JP 2006282771 A JP2006282771 A JP 2006282771A JP 4886462 B2 JP4886462 B2 JP 4886462B2
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opening
steady rest
contact
flange
flange portion
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JP2008101352A (en
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正史 相原
徹 塩入
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株式会社桐井製作所
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/76Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
    • E04B2/762Cross connections
    • E04B2/763Cross connections with one continuous profile, the perpendicular one passing continuously through the first one

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

本発明は、建物の天井、壁及び床などに用いられる下地構造に関する。   The present invention relates to a base structure used for a ceiling, wall, floor, and the like of a building.

例えば、特許文献1には、主材(スタッド)と振れ止め材が格子状に接合された壁下地構造が記載されている。図9は、当該発明において、主材に振れ止め材を接合する場合を段階ごとに示した正面図であって、(a)は、挿入状態、(b)は、拡開状態、(c)は、接合状態を示した正面図である。   For example, Patent Document 1 describes a wall base structure in which a main material (stud) and a steady rest material are joined in a lattice shape. FIG. 9 is a front view showing the case where the steady rest material is joined to the main material for each stage in the invention, wherein (a) is an inserted state, (b) is an expanded state, and (c). These are the front views which showed the joining state.

図9の(a)に示すように、下地構造100に係る振れ止め材102は、下部が開放した断面略コの字型のチャンネル材であって、弾性変形可能なフランジ部106と、このフランジ部106の先端から内側に延出するリップ107と、リップ107の先端から立ち上げられた爪108とが設けられている(以下、リップ107と爪108を合わせて先端部109とする)。   As shown in FIG. 9A, the steadying material 102 according to the base structure 100 is a channel material having a substantially U-shaped cross section with an open lower part, and is an elastically deformable flange portion 106 and the flange. A lip 107 extending inward from the tip of the portion 106 and a claw 108 raised from the tip of the lip 107 are provided (hereinafter, the lip 107 and the claw 108 are collectively referred to as a tip portion 109).

一方、主材101は、振れ止め材102が挿通される開口部103と、この開口部103の底部から上方に突出する係合突起104と、開口部103の両側から内方に向って突出する凸部105とを有する。係合突起104は、曲部104aと、開口部104の下端から立設された基軸部104bとを有する。曲部104aの端部104c,104cの距離は、爪108,108間の距離よりも若干長く形成されている。一方、基軸部104bの幅は、爪108,108間の距離と略同等に形成されている。   On the other hand, the main member 101 protrudes inward from both sides of the opening 103, an opening 103 through which the steadying member 102 is inserted, an engaging protrusion 104 protruding upward from the bottom of the opening 103, and the opening 103. And a convex portion 105. The engagement protrusion 104 has a curved portion 104 a and a base shaft portion 104 b that is erected from the lower end of the opening 104. The distance between the end portions 104c and 104c of the curved portion 104a is slightly longer than the distance between the claws 108 and 108. On the other hand, the width of the base shaft portion 104b is formed substantially equal to the distance between the claws 108 and 108.

主材101と振れ止め材102は、図9の(a)乃至(c)に示すように、振れ止め材102を開口部103の上部から下部に向けて押し込んで嵌め合わせることにより接合するものである。
より詳しくは、図9の(a)に示すように、開口部103の上部に振れ止め材102を挿通させた後、振れ止め材102を開口部103の上部から下部に向けて移動させる。そして、図9の(b)に示すように、振れ止め材102の先端部109と係合突起104が当接した後、さらに押し込むと、係合突起104の曲部104aに沿って先端部109,109が両外側に拡開される。そして、さらに押し込むと、図9の(c)に示すように、フランジ部106が弾性変形により元の形状に復元するため、先端部109が係合突起104の基軸部104bに当接されると共に、基端部110が凸部105に当接される。これにより、主材101と振れ止め材102は、垂直方向の移動及び横方向の移動が規制されるため、主材101と振れ止め材102を簡易に接合し、下地構造100を構築することができる。
As shown in FIGS. 9A to 9C, the main material 101 and the steady rest material 102 are joined by pressing the steady rest material 102 from the upper part of the opening 103 toward the lower part and fitting them together. is there.
More specifically, as shown in FIG. 9A, after the steadying material 102 is inserted into the upper part of the opening 103, the steadying material 102 is moved from the upper part of the opening 103 toward the lower part. Then, as shown in FIG. 9B, when the distal end portion 109 of the steadying member 102 and the engaging projection 104 come into contact with each other and then further pressed, the distal end portion 109 is along the curved portion 104a of the engaging projection 104. , 109 are expanded outward. Then, when further pushed in, as shown in FIG. 9C, the flange portion 106 is restored to its original shape by elastic deformation, so that the distal end portion 109 is brought into contact with the base shaft portion 104b of the engaging protrusion 104 and The base end portion 110 is brought into contact with the convex portion 105. Accordingly, since the main material 101 and the steadying material 102 are restricted from moving in the vertical direction and laterally, the main material 101 and the steadying material 102 can be simply joined to construct the base structure 100. it can.

特開2002−138605号公報(図1〜図4)JP 2002-138605 A (FIGS. 1 to 4)

しかしながら、当該発明は、図9の(b)及び(c)に示すように、拡開された先端部109を両外側に逃がすために、開口部103の下部に間隙111を形成しなければならなかった。これにより、主材101に係る開口部103を大きく形成しなければならないため、主材101の強度が低下するという問題があった。また、主材101の強度の低下により、主材101と振れ止め材102の接合強度の低下を招来するという問題があった。
本発明はこのような課題を解決すべく創案されたものであり、主材と振れ止め材を容易に接合することができると共に、主材と振れ止め材の接合強度が高い下地構造を提供することを課題とする。
However, in the present invention, as shown in FIGS. 9B and 9C, a gap 111 must be formed at the lower part of the opening 103 in order to allow the widened tip 109 to escape to both sides. There wasn't. Thereby, since the opening part 103 which concerns on the main material 101 must be formed large, there existed a problem that the intensity | strength of the main material 101 fell. Further, there is a problem in that the strength of the main material 101 is lowered and the strength of bonding between the main material 101 and the steady rest material 102 is lowered.
The present invention has been devised to solve such problems, and provides a base structure that can easily join a main material and a steady-restoring material and has a high joining strength between the main material and the steady-restoring material. This is the issue.

このような課題を解決すべく創案された本発明は、主材に備えられた開口部に、振れ止め材を貫通させた下地構造であって、前記主材は、前記開口部の両側部から内方に向って突出する一対の突出部を有し、前記振れ止め材は、基板部と、この基板部の両端に弾性変形可能に形成された一対のフランジ部と、このフランジ部に形成され内方に向けて凹む一対の凹条と、を有し、前記主材の前記突出部と前記振れ止め材の前記凹条とが係合されることを特徴とする。   The present invention devised to solve such a problem is a base structure in which a steady rest material is penetrated through an opening provided in a main material, and the main material is formed from both sides of the opening. The steady rest member has a pair of projecting portions projecting inwardly, and the steadying material is formed on the base plate portion, a pair of flange portions formed at both ends of the base plate portion so as to be elastically deformable, and the flange portion. A pair of recesses recessed inward, and the protrusions of the main member and the recesses of the steadying member are engaged with each other.

かかる発明によれば、開口部の一対の突出部と、弾性変形可能なフランジ部の一対の凹条とが係合されるため、主材に振れ止め材を嵌め合わせて容易に接合することができる。また、主材に振れ止め材を接合する際に、フランジ部は突出部によって外側から内側に押縮されるため、主材の一部にフランジ部の先端を逃がすための間隙を形成する必要がない。そのため、従来の主材よりも強度の高い主材を形成することができる。また、振れ止め材のフランジ部に、内方に向けて凹む凹条が形成されているため、フランジ部の剛性が大きくなり、振れ止め材の強度も高めることができる。これにより、接合強度の高い下地構造を形成することができる。   According to this invention, since the pair of protrusions of the opening and the pair of recesses of the elastically deformable flange are engaged, it is possible to easily join the main material by fitting the steady rest. it can. In addition, when the steady rest material is joined to the main material, the flange portion is pressed and contracted from the outside to the inside by the protruding portion. Therefore, it is necessary to form a gap for releasing the tip of the flange portion in a part of the main material. Absent. Therefore, a main material having higher strength than the conventional main material can be formed. Moreover, since the concave part recessed inward is formed in the flange part of a steadying material, the rigidity of a flange part becomes large and the intensity | strength of a steadying material can also be raised. Thereby, a base structure with high bonding strength can be formed.

また、本発明に係る前記フランジ部は、前記フランジ部の基端部から先端部に亘り、前記開口部に密接されることを特徴とする。   The flange portion according to the present invention is characterized in that the flange portion is in close contact with the opening portion from the proximal end portion to the distal end portion of the flange portion.

かかる発明によれば、フランジ部の基端部から先端部に亘りフランジ部と開口部とが密接されることにより、接触面積を増加させると共に、集中荷重を回避することができるため、さらに接合強度を高めることができる。
即ち、図9の(c)に示すように、フランジ部106は、先端部109と基端部110で主材101に当接されているが、フランジ部106の中腹部分は主材101と接触していない。これにより、フランジ部106は、先端部109と基端部110の離間した二点で開口部103と当接されているため、この当接箇所に荷重が集中し、フランジ部106の面外方向の強度が低下する可能性があった。しかし、かかる発明によれば、フランジ部と開口部が密接されるため、荷重が分散して作用することから、接合強度をより高めることができる。
According to this invention, since the flange portion and the opening portion are in close contact from the base end portion to the tip end portion of the flange portion, the contact area can be increased and concentrated load can be avoided. Can be increased.
That is, as shown in FIG. 9C, the flange portion 106 is in contact with the main member 101 at the distal end portion 109 and the base end portion 110, but the middle portion of the flange portion 106 is in contact with the main member 101. Not done. As a result, the flange portion 106 is in contact with the opening 103 at two points separated from each other by the distal end portion 109 and the proximal end portion 110. There was a possibility that the strength of the steel was lowered. However, according to this invention, since the flange portion and the opening portion are brought into close contact with each other, the load acts and the joint strength can be further increased.

また、本発明に係る前記フランジ部は、前記開口部の前記側部に向かって付勢されていることを特徴とする。   Moreover, the said flange part which concerns on this invention is urged | biased toward the said side part of the said opening part, It is characterized by the above-mentioned.

かかる発明によれば、フランジ部の内側から外側に向かって付勢力が働くことから、振れ止め材のガタつきを防止し、より接合強度を高めることができる。   According to this invention, since the urging force works from the inside to the outside of the flange portion, it is possible to prevent the steadying material from rattling and to further increase the bonding strength.

前記開口部の下端に形成された底辺部と、前記フランジ部の前記先端部に内方に向けて延出された一対のリップ部と、を有し、前記底辺部に前記リップ部が当接されることを特徴とする。   A bottom portion formed at a lower end of the opening portion, and a pair of lip portions extending inward at the tip portion of the flange portion, and the lip portion abuts on the bottom portion It is characterized by being.

かかる発明によれば、底辺部とリップ部が当接されるため、主材と振れ止め材を接合する際に、両者の接触により発生する金属音を抑制することができる。   According to this invention, since the bottom portion and the lip portion are brought into contact with each other, when joining the main material and the steadying material, it is possible to suppress the metallic noise generated by the contact between the two.

本発明に係る下地構造によれば、主材と振れ止め材の接合強度が高い下地構造を容易に構築することができるため、建築物の強度及び施工性を高めることができる。   According to the foundation structure according to the present invention, since the foundation structure having a high bonding strength between the main material and the steady rest material can be easily constructed, the strength and workability of the building can be improved.

[第一実施形態]
本発明の最良の実施形態について図面を参照して詳細に説明する。
図1は、第一実施形態に係る下地構造を示した全体斜視図である。図2は、第一実施形態に係る主材と振れ止め材が直交する部分の拡大図である。図3は、第一実施形態に係る主材の正面図である。図4は、第一実施形態に係る振れ止め材の断面図である。図5は、第一実施形態に係る下地構造において、主材に振れ止め材を接合する場合を段階ごとに示した正面図であって、(a)は、挿入段階、(b)は、押縮段階、(c)は、接合段階を示す。
[First embodiment]
The best embodiment of the present invention will be described in detail with reference to the drawings.
FIG. 1 is an overall perspective view showing a base structure according to the first embodiment. FIG. 2 is an enlarged view of a portion where the main material and the steady rest according to the first embodiment are orthogonal to each other. FIG. 3 is a front view of the main material according to the first embodiment. FIG. 4 is a cross-sectional view of the steady rest material according to the first embodiment. FIG. 5 is a front view showing the case where the steady rest material is joined to the main material at each stage in the base structure according to the first embodiment, wherein (a) is an insertion stage, and (b) is a push-button. The contraction stage, (c) shows the joining stage.

下地構造1は、図1に示すように、等間隔に略垂直に配設された主材2,2・・・(以下、本実施形態においてはスタッド2とする)と、このスタッド2を貫通し、略直交して配設される振れ止め材5,5とからなる。本実施形態に係る下地構造1は、例えば、スタッド2の上端及び下端にランナーR,Rを配設し、スタッド2の側面に合板Gを貼設することにより、壁組みKとして使用される。
なお、下地構造1の使用用途は、壁組みKに限定されるものではなく例えば、床組み、天井等建物の下地構造として広く用いることができる。
As shown in FIG. 1, the base structure 1 includes main members 2, 2... (Hereinafter referred to as a stud 2 in the present embodiment) disposed substantially perpendicularly at equal intervals, and through the stud 2. The steady rests 5 and 5 are arranged substantially orthogonal to each other. The ground structure 1 according to the present embodiment is used as a wall set K by arranging runners R and R at the upper and lower ends of the stud 2 and pasting the plywood G on the side surface of the stud 2, for example.
The usage application of the foundation structure 1 is not limited to the wall assembly K, and can be widely used as an underlying structure of a building such as a floor assembly and a ceiling.

スタッド2は、図2及び図3に示すように、本実施形態においては、鋼製の中空角材であって平面視略長方形に形成されている。対向する一対の面には、振れ止め材5が挿通される開口部4,4が穿設されている。一対の開口部4,4は、略同等の高さ位置に形成されており、本実施形態においては、図1に示すように、スタッド2の長手方向に2箇所形成されている。さらに、隣り合うスタッド2,2・・・に形成された開口部4,4・・・はそれぞれ略同等の高さ位置に形成されている。一つのスタッド2に穿設される開口部4の個数は、下地構造1の用途、設計強度等に応じて適宜設定すればよい。なお、スタッド2は、本実施形態においては、対向する一対の面に凸凹が形成されており、スタッド2の強度を向上させている。   As shown in FIGS. 2 and 3, the stud 2 is a steel hollow square member, and is formed in a substantially rectangular shape in plan view. Openings 4 and 4 through which the steady rest 5 is inserted are formed in a pair of opposed surfaces. The pair of openings 4 and 4 are formed at substantially the same height, and in the present embodiment, two locations are formed in the longitudinal direction of the stud 2 as shown in FIG. Further, the openings 4, 4... Formed in the adjacent studs 2, 2... Are formed at substantially the same height positions. What is necessary is just to set suitably the number of the opening parts 4 drilled in one stud 2 according to the use of the base structure 1, design strength, etc. FIG. Note that, in the present embodiment, the stud 2 is formed with irregularities on a pair of opposed surfaces, thereby improving the strength of the stud 2.

開口部4は、図3に示すように、曲線を含む上辺部4aと、両側を形成する側部4b,4bと、略水平な底辺部4cと、からなり、略左右対称に略馬蹄形状を呈するように形成されている。
上辺部4aの幅は、振れ止め材5が挿通されるため、振れ止め材5の幅Qよりも広く形成されている。上辺部4aは、屈折又は屈曲させると応力が集中し、欠損する可能性があることから、本実施形態においては、円弧となるように形成されている。
As shown in FIG. 3, the opening 4 includes an upper side 4a including a curve, side portions 4b and 4b forming both sides, and a substantially horizontal bottom 4c, and has a substantially horseshoe shape symmetrically left and right. It is formed to present.
The width of the upper side portion 4a is formed wider than the width Q of the steady rest 5 because the steady rest 5 is inserted. In the present embodiment, the upper side portion 4a is formed to be an arc because stress concentrates and may be lost when it is refracted or bent.

側部4bは、下方に向って幅狭となるテーパー部4dと、後記する振れ止め材5の基端部5cと当接される第一当接部4eと、内方にむけて突出する突出部4fと、後記する振れ止め材4の先端部5eと当接される第二当接部4gとを有する。テーパー部4dは、下方に向けて幅狭となるため、振れ止め材5を下方に誘導しやすいように形成されている。
第一当接部4e及び第二当接部4gは、下辺部3cと垂直となるように形成されている。突出部4fは、第一当接部4eと第二当接部4gを基端として円弧となるように形成されている。
The side portion 4b has a taper portion 4d that becomes narrower downward, a first contact portion 4e that comes into contact with a base end portion 5c of the steady rest 5 described later, and a protrusion that protrudes inward. It has a part 4f and a second abutting part 4g that abuts on a tip part 5e of the steady rest 4 described later. Since the tapered portion 4d becomes narrower in the downward direction, the tapered portion 4d is formed so as to easily guide the steady rest material 5 downward.
The first contact part 4e and the second contact part 4g are formed to be perpendicular to the lower side part 3c. The protruding portion 4f is formed to have an arc shape with the first contact portion 4e and the second contact portion 4g as base ends.

下辺部4cは、スタッド2の長手方向に対して直角であって、平坦に形成され、後記する振れ止め材5のリップ部5fと当接される。
なお、本実施形態においては、開口部4を前記したように形成したが、これに限定されるものではなく、他の形状であってもよい。例えば、突出部4fは、円弧ではなく多角形状に形成してもよい。
The lower side part 4c is perpendicular to the longitudinal direction of the stud 2 and is formed flat, and abuts against a lip part 5f of the steadying member 5 described later.
In addition, in this embodiment, although the opening part 4 was formed as mentioned above, it is not limited to this, Other shapes may be sufficient. For example, the protrusion 4f may be formed in a polygonal shape instead of an arc.

スタッド2は、一枚の鋼板に、打ち抜き加工によって開口部4を穿設した後、プレス加工及び折り曲げ加工により形成されている。本実施形態においては、図1に示すように、鋼板の両端部分をかしめて両端をはぜ折り部4hでつなげている。スタッド2は、本実施形態においては、前記した方法で形成したが、他の公知の方法で製造してもよい。   The stud 2 is formed by pressing and bending after opening the opening 4 in a single steel plate by punching. In this embodiment, as shown in FIG. 1, the both ends of a steel plate are caulked, and both ends are connected by a folded portion 4h. The stud 2 is formed by the above-described method in the present embodiment, but may be manufactured by another known method.

振れ止め材5は、図4に示すように、略水平に形成された基板部5aと、基板部5aの両端から延出されたフランジ部5bとを有する形鋼であって、左右対称に形成されている。フランジ部5bは、先端が自由端となっており、基端部5cと、内方に向って凹み開口部4の突出部4fと密接される凹条5dと、先端部5eと、内方に向けて延出されたリップ部5fとからなる。
なお、本実施形態においては、振れ止め材5を前記したような形状に形成したが、これに限定されるものではなく、弾性変形可能に形成されたフランジ部5bに内方に向かって凹む凹条5dを含むものであれば他の形状であってもよい。
As shown in FIG. 4, the steady rest member 5 is a shape steel having a substrate portion 5a formed substantially horizontally and flange portions 5b extending from both ends of the substrate portion 5a, and formed symmetrically. Has been. The flange portion 5b has a free end at the distal end, a proximal end portion 5c, a concave strip 5d that is inwardly in contact with the protruding portion 4f of the concave opening portion 4, a distal end portion 5e, and an inward direction. The lip portion 5f extends toward the end.
In the present embodiment, the steady rest 5 is formed in the shape as described above, but the present invention is not limited to this, and a recess recessed inward in the flange portion 5b formed to be elastically deformable. Other shapes may be used as long as they include the strip 5d.

振れ止め材5は、一枚の鋼板をプレス加工及び折り曲げ加工をすることにより形成され、基板部5aの凸凹及びフランジ部5bの凹条5dにより、フランジ部5bが平坦に形成されたチャンネル材よりも剛性の高い部材に形成されている。   The steady rest material 5 is formed by pressing and bending a single steel plate. From the channel material in which the flange portion 5b is formed flat by the concave and convex portions of the substrate portion 5a and the concave strip 5d of the flange portion 5b. Is also formed of a highly rigid member.

次に、スタッド2と振れ止め材5の接合について段階を追って説明する。
まず、図5の(a)に示すように、開口部4に振れ止め材5を挿通する。次に、テーパ部4dに誘導させながら、振れ止め材5を下方に押し込む。
そして、図5の(b)に示すように、先端部5eと突出部4fが当接した後にさらに下方に押し込むと、フランジ部5bが内側に押し込まれ、リップ部5f,5fの幅が狭くなる。
そして、図5の(c)に示すように、さらに下方に押し込むと弾性により、リップ部5f,5fが両外側に開くと共に、第一当接部4eと基端部5c、突出部4fと凹条5d、第二当接部4gと先端部5eが連続して当接される。また、リップ部5fと下辺部4cが当接されて、スタッド2と振れ止め材5が強固に接合される。
Next, the joining of the stud 2 and the steady rest material 5 will be described step by step.
First, as shown in FIG. 5A, the steady rest material 5 is inserted into the opening 4. Next, the steady rest member 5 is pushed downward while being guided by the tapered portion 4d.
Then, as shown in FIG. 5 (b), when the tip portion 5e and the protruding portion 4f are in contact with each other and then pushed downward, the flange portion 5b is pushed inward, and the widths of the lip portions 5f and 5f are narrowed. .
Then, as shown in FIG. 5 (c), the lip portions 5f and 5f are opened to the outside by elasticity when pushed further downward, and the first abutting portion 4e and the base end portion 5c, the protruding portion 4f and the concave portion are recessed. The strip 5d, the second contact portion 4g, and the tip portion 5e are continuously contacted. Further, the lip portion 5f and the lower side portion 4c are brought into contact with each other, and the stud 2 and the steady rest material 5 are firmly joined.

なお、本実施形態においては、開口部4の第二当接部4gと下辺部4cは、略直角に形成されたが、これに限定されるものではない。例えば、第二当接部4gと下辺部4cの形状を、先端部5eとリップ部5fの形状と略同等となるように形成して、両者が連続して当接するようにしてもよい。これにより、フランジ部5bからリップ部5fに亘る全ての辺が開口部4と密接するため接触面積が増加し、より強固に接合することができる。
また、スタッド3及び振れ止め材5の素材は鋼に限定されるものではなく、アルミニウム、アルミニウム合金等他の素材であってもよく、弾性変形した後に元の形状に復帰可能な素材であればよい。
In the present embodiment, the second contact part 4g and the lower side part 4c of the opening 4 are formed at substantially right angles, but the present invention is not limited to this. For example, the shapes of the second contact portion 4g and the lower side portion 4c may be formed so as to be substantially the same as the shapes of the tip portion 5e and the lip portion 5f, so that the two continuously contact each other. Thereby, since all sides extending from the flange portion 5b to the lip portion 5f are in intimate contact with the opening portion 4, the contact area is increased, and a stronger bond can be achieved.
In addition, the material of the stud 3 and the steady rest material 5 is not limited to steel, and may be other materials such as aluminum and aluminum alloy, as long as the material can be restored to its original shape after elastic deformation. Good.

また、図3及び図4に示すように、本実施形態においては、下辺部4cの長さPと、振れ止め材5の先端部5e,5e間の幅Qは、略同等に形成されているがこれに限定されるものではない。例えば、第一当接部4e,4e間の幅と、基端部5c,5c間の幅は略同等に形成したうえで、下辺部4cの長さPと、振れ止め材5の先端部5e,5e間の幅Qが、P<Qとなるように形成してもよい。このように、振れ止め材5を先端部5e,5e側に向けて末広がりとなるように形成することで、スタッド2と振れ止め材5が接合した際に、振れ止め材5の内側から外側に向けて(開口部4の両側部4b,4bに向けて付勢力が働くため、より強固に接合することができる。   As shown in FIGS. 3 and 4, in the present embodiment, the length P of the lower side portion 4 c and the width Q between the front end portions 5 e and 5 e of the steady rest 5 are formed to be substantially equal. However, it is not limited to this. For example, the width between the first contact portions 4e and 4e and the width between the base end portions 5c and 5c are formed to be substantially equal, and the length P of the lower side portion 4c and the tip portion 5e of the steady rest 5 , 5e may be formed such that P <Q. In this way, by forming the steady rest material 5 so as to expand toward the front end portions 5e and 5e, when the stud 2 and the steady rest material 5 are joined, the steady rest material 5 is moved from the inside to the outside. Toward the both sides 4b, 4b of the opening 4 (because the urging force acts toward the both sides 4b, 4b, it is possible to join more firmly.

以上、本実施形態における下地構造1によれば、開口部4の一対の突出部4fと、弾性変形可能なフランジ部5bの一対の凹条5dとが係合されるため、スタッド2と振れ止め材5を容易に接合することができると共に、振れ止め材5の垂直方向及び横方向の移動を規制することができる。
また,スタッド2に振れ止め材5を接合する際に、フランジ部5は突出部4fによって外側から内側に押縮されるため、従来発明のようにスタッド2の一部にフランジ部5bの先端部5eを逃がすための間隙(図9の(c)参照)を形成する必要がない。そのため、従来のスタッド101よりも強度の高いスタッド2を形成することができる。
As described above, according to the foundation structure 1 in the present embodiment, the pair of projecting portions 4f of the opening 4 and the pair of concave strips 5d of the flange portion 5b that can be elastically deformed are engaged with each other. The material 5 can be easily joined, and the movement of the steady rest material 5 in the vertical and lateral directions can be restricted.
Further, when the steady rest member 5 is joined to the stud 2, the flange portion 5 is compressed from the outside to the inside by the projecting portion 4 f, so that the distal end portion of the flange portion 5 b is part of the stud 2 as in the conventional invention. It is not necessary to form a gap (see FIG. 9C) for releasing 5e. Therefore, the stud 2 having higher strength than the conventional stud 101 can be formed.

また、振れ止め材5のフランジ部5bに、内方に向けて凹む凹条5dが形成されているため、フランジ部5bの剛性が大きくなり、振れ止め材5の強度を高めることができる。   Moreover, since the recessed part 5d dented inward is formed in the flange part 5b of the steadying material 5, the rigidity of the flange part 5b becomes large, and the intensity | strength of the steadying material 5 can be raised.

また、本実施形態においては、突出部4fと凹条5dだけでなく、第一当接部4eと基端部5c、第二当接部4gと先端部5eも当接するため、フランジ部5bの全辺と開口部4の側部4bが連続して密接する。
従来の発明は、図9に示すように、先端部109と基端部110の離間した二点で開口部103と当接されていたため、当接箇所に荷重が集中して作用していたが、本実施形態によれば、荷重が分散して作用することから、接合強度をより高めることができる。
また、開口部4の側部4bとフランジ部5bが連続して密接することにより、スタッド2と振れ止め材5が擦れ合うときに発生する金属音を抑制すると共に、ガタつきを防止することができる。
In the present embodiment, not only the protrusion 4f and the recess 5d, but also the first contact part 4e and the base end part 5c, and the second contact part 4g and the front end part 5e contact each other. All sides and the side portion 4b of the opening 4 are in close contact with each other.
In the conventional invention, as shown in FIG. 9, the load 103 is in contact with the opening 103 because it is in contact with the opening 103 at two points apart from the distal end 109 and the proximal end 110. According to the present embodiment, since the load acts in a distributed manner, the bonding strength can be further increased.
Further, the side portion 4b of the opening 4 and the flange portion 5b are continuously in close contact with each other, so that the metal sound generated when the stud 2 and the steady rest 5 are rubbed can be suppressed and rattling can be prevented. .

さらに、リップ部5fと底辺部4cを当接させて接触面積を増やすことで接合強度をより高めることができる。また、リップ部5fを設けたことにより、図5の(b)に示すように、振れ止め材5が突出部4fを通過する際の摩擦を減少させることができるため、振れ止め材5をスムーズに押し込むことができると共に、摩擦による金属音を低減することができる。   Further, the bonding strength can be further increased by increasing the contact area by bringing the lip portion 5f and the bottom side portion 4c into contact with each other. Further, by providing the lip portion 5f, as shown in FIG. 5B, the friction when the steady rest material 5 passes through the protruding portion 4f can be reduced. The metal sound due to friction can be reduced.

以上、本発明における最良の実施形態について説明したが、当該実施形態に限定されるものではなく、本発明の趣旨を逸脱しない範囲において適宜変更可能である。以下の説明において、第一実施形態と重複する部分については、同一の符号を使用し、詳細な説明は省略する。   The best embodiment of the present invention has been described above, but the present invention is not limited to this embodiment, and can be changed as appropriate without departing from the spirit of the present invention. In the following description, the same reference numerals are used for portions overlapping with those in the first embodiment, and detailed description thereof is omitted.

[第二実施形態]
図6に示す下地構造20は、振れ止め材25に係るフランジ部25bと開口部24の側部24bとの接触において、フランジ25bの全ての辺が当接されていない点において、第一実施形態と相違する。
即ち、振れ止め材25のフランジ部25bは、開口部24の側部24bの全ての辺と当接される必要はなく、少なくとも、フランジ部25bの凹条25dと、開口部24の突出部24fとが当接されていればよい。凹条25d及び突出部24fの大きさ、形状等は、スタッド2及び振れ止め材5の大きさ、形状及び接合強度等に基づいて適宜設定すればよい。
なお、下地構造20に係る第二当接部24g及び先端部25eのように、第一実施形態に比べて両者の当接される長さを長く形成してもよい。
[Second Embodiment]
The base structure 20 shown in FIG. 6 is the first embodiment in that all sides of the flange 25b are not in contact with the flange portion 25b of the steady rest material 25 and the side portion 24b of the opening 24. Is different.
That is, the flange portion 25b of the steady rest member 25 does not have to be in contact with all the sides of the side portion 24b of the opening 24, and at least the recess 25d of the flange portion 25b and the protruding portion 24f of the opening 24. And should just be contact | abutted. What is necessary is just to set suitably the magnitude | size, shape, etc. of the concave 25d and the protrusion part 24f based on the magnitude | size, shape, joining strength, etc. of the stud 2 and the steadying material 5. FIG.
In addition, like the 2nd contact part 24g and the front-end | tip part 25e which concern on the base structure 20, you may form the length which both contact | abut long compared with 1st embodiment.

[第三実施形態]
図7に示す下地構造30は、振れ止め材35の開放側が上方を向いている点及びスタッド32の突出部34f及び振れ止め材35の凹条35dに直線を含む点において第一実施形態と相違する。
図5の(c)に示すように、第一実施形態においては、振れ止め材5の開放側を下方に向けた状態で接合しているが、振れ止め材5の上下を逆にして、図7に示す第三実施形態のように振れ止め材35の解放側を上方に向けて接合してもよい。このような形態であっても、突出部34fと凹条35dとが係合されるため、スタッド32と振れ止め材35を容易に接合することができると共に、振れ止め材35の垂直方向及び横方向の移動を規制することができる。
[Third embodiment]
The base structure 30 shown in FIG. 7 is different from the first embodiment in that the open side of the steady rest 35 is directed upward, and that the protrusion 34f of the stud 32 and the recess 35d of the steady rest 35 include a straight line. To do.
As shown in (c) of FIG. 5, in the first embodiment, the anti-rest material 5 is joined with the open side facing downward. 7 may be joined with the release side of the steady rest 35 facing upward. Even in such a form, the protrusion 34f and the recess 35d are engaged with each other, so that the stud 32 and the steady rest 35 can be easily joined, and the vertical and lateral directions of the steady rest 35 are provided. Directional movement can be restricted.

第三実施形態に係る下地構造30においては、振れ止め材35を開口部33の上方から下方に向けて押し込む点においては第一実施形態と共通するが、押し込む際に、振れ止め材35の基板部35aが撓んで弾性変形し、振れ止め材35をスタッド32に接合する点で相違する。このように接合することで、第一実施形態の下地構造1よりも接合の容易性は劣るものの、突状部34f,34f間の幅よりも基板部35aの長さの方が長いため、一旦接合すると第一実施形態の下地構造1よりも外れにくいという特徴を有する。
また、図7に示すように、振れ止め材35の基板部35aと、開口部33の下辺部36とが当接するように形成してもよい。これにより、振れ止め材35と開口部33の接触面積が増加するため、より接合強度を高めることができる。なお、振れ止め材35の基板部35aを平坦に形成して、基板部35aと下辺部36の全辺が当接するようにしてもよい。
The base structure 30 according to the third embodiment is common to the first embodiment in that the steady rest material 35 is pushed downward from above the opening 33, but the substrate of the steady rest material 35 is pushed in when pushed. The portion 35 a is bent and elastically deformed, and the difference is that the steadying member 35 is joined to the stud 32. By joining in this way, although the ease of joining is inferior to that of the base structure 1 of the first embodiment, the length of the substrate portion 35a is longer than the width between the projecting portions 34f, 34f. When bonded, the base structure 1 is less likely to come off than the base structure 1 of the first embodiment.
Further, as shown in FIG. 7, the substrate portion 35 a of the steadying material 35 and the lower side portion 36 of the opening 33 may be formed so as to contact each other. Thereby, since the contact area of the steadying material 35 and the opening part 33 increases, joining strength can be raised more. Note that the substrate portion 35a of the steadying member 35 may be formed flat so that all sides of the substrate portion 35a and the lower side portion 36 are in contact with each other.

また、第三実施形態に係る下地構造30の突出部34fは、内方に向けて延設された直線部34h,34hと、直線部34hをそれぞれ結ぶ円弧部34iとからなる。また、振れ止め材35も突出部34fと略同等の形状を呈し、直線部35h,35hと、直線部35hをそれぞれ結ぶ円弧部35iとからなる。
即ち、第一実施形態の下地構造1に係る突出部4f(図3参照)及び凹条5dは、円弧により形成されていたが、突出部34f及び凹条35dのように直線と円弧を組み合わせて形成してもよい。また、図示はしないが、直線のみから突出部34f及び凹条35dを形成してもよい。
In addition, the projecting portion 34f of the foundation structure 30 according to the third embodiment includes straight portions 34h and 34h extending inward and arc portions 34i that connect the straight portions 34h. The steady rest 35 also has a shape substantially the same as the protruding portion 34f, and includes straight portions 35h, 35h and arc portions 35i that connect the straight portions 35h.
In other words, the protrusion 4f (see FIG. 3) and the recess 5d according to the base structure 1 of the first embodiment are formed by arcs, but a straight line and an arc are combined as in the protrusion 34f and recess 35d. It may be formed. Moreover, although not shown in figure, you may form the protrusion part 34f and the concave 35d only from a straight line.

[第四実施形態]
図8に示す下地構造40のように、天井下地Tとして使用してもよい。
下地構造40には、開口部44,44・・・が、主材42の長手方向と開口部44の下辺部(図示外)が平行になるように形成されており、主材42を貫通して振れ止め材45が接合されている。下地構造40は、主材42の上面及び下面に合板Gを貼り付けることで天井下地Tとして使用される。
また、下地構造40を床として使用してもよい。
[Fourth embodiment]
You may use as the ceiling foundation | substrate T like the foundation | substrate structure 40 shown in FIG.
In the base structure 40, openings 44, 44... Are formed so that the longitudinal direction of the main material 42 is parallel to the lower side (not shown) of the opening 44, and penetrates the main material 42. The steady rest material 45 is joined. The foundation structure 40 is used as a ceiling foundation T by affixing the plywood G to the upper surface and the lower surface of the main material 42.
Moreover, you may use the base structure 40 as a floor.

第一実施形態に係る下地構造を壁組に使用した場合を示した全体斜視図である。It is the whole perspective view showing the case where the foundation structure concerning a first embodiment is used for a wall set. 第一実施形態に係る下地構造を示した拡大斜視図である。It is the expansion perspective view which showed the foundation | substrate structure which concerns on 1st embodiment. 第一実施形態に係る主材(スタッド)の開口部を示した正面図である。It is the front view which showed the opening part of the main material (stud) which concerns on 1st embodiment. 第一実施形態に係る振れ止め材を示した断面図である。It is sectional drawing which showed the steadying material which concerns on 1st embodiment. 第一実施形態に係る下地構造において、主材に振れ止め材を接合する場合を段階ごとに示した正面図であって、(a)は、挿入段階、(b)は、押縮段階、(c)は、接合段階を示す。The base structure which concerns on 1st embodiment WHEREIN: It is the front view which showed the case where the steady rest material was joined to a main material for every step, Comprising: (a) is an insertion stage, (b) is a compression stage, ( c) shows the joining stage. 第二実施形態に係る下地構造を示した正面図である。It is the front view which showed the foundation | substrate structure which concerns on 2nd embodiment. 第三実施形態に係る下地構造を示した正面図である。It is the front view which showed the foundation | substrate structure which concerns on 3rd embodiment. 第四実施形態に係る下地構造を示した斜視図である。It is the perspective view which showed the foundation | substrate structure which concerns on 4th embodiment. 従来発明において、主材に振れ止め材を接合する場合を段階ごとに示した図であって、(a)は、挿入状態、(b)は、拡開状態、(c)は、接合状態を示した正面図である。In prior art, it is the figure which showed the case where the steady rest material was joined to a main material for every step, Comprising: (a) is an insertion state, (b) is an expansion state, (c) is a joining state. It is the shown front view.

符号の説明Explanation of symbols

1 下地構造
2 主材(スタッド)
4 開口部
4b 側部
4c 底辺部
4f 突出部
5 振れ止め材
5a 基板部
5b フランジ部
5d 凹条
5f リップ部
1 Groundwork structure 2 Main material (stud)
4 Opening 4b Side 4c Bottom 4f Protruding 5 Stabilizer 5a Substrate 5b Flange 5d Concave 5f Lip

Claims (4)

主材に備えられた開口部に、振れ止め材を貫通させた下地構造であって、
前記主材は、前記開口部の両側部から内方に向って突出する一対の突出部を有し、
前記振れ止め材は、基板部と、この基板部の両端に弾性変形可能に形成された一対のフランジ部と、このフランジ部に形成され内方に向けて凹む一対の凹条と、を有し、
前記主材の前記突出部と前記振れ止め材の前記凹条とが係合されることを特徴とする下地構造。
A base structure in which a steady rest material is passed through the opening provided in the main material,
The main material has a pair of projecting portions projecting inward from both side portions of the opening,
The steady rest member includes a base plate portion, a pair of flange portions formed at both ends of the base plate portion so as to be elastically deformable, and a pair of recesses formed in the flange portion and recessed inward. ,
A base structure in which the protruding portion of the main material and the recess of the steadying material are engaged.
前記フランジ部は、前記フランジ部の基端部から先端部に亘り、前記開口部に密接されることを特徴とする請求項1に記載の下地構造。   The foundation structure according to claim 1, wherein the flange portion is in close contact with the opening portion from a proximal end portion to a distal end portion of the flange portion. 前記フランジ部は、前記開口部の前記側部に向かって付勢されていることを特徴とする請求項1又は請求項2に記載の下地構造。   The foundation structure according to claim 1, wherein the flange portion is biased toward the side portion of the opening. 前記開口部の下端に形成された底辺部と、
前記フランジ部の前記先端部に、内方に向けて延出された一対のリップ部と、を有し、
前記底辺部と前記リップ部とが当接されることを特徴とする請求項2又は請求項3に記載の下地構造。
A bottom portion formed at the lower end of the opening;
A pair of lip portions extending inward at the tip of the flange portion;
The foundation structure according to claim 2, wherein the bottom side and the lip are brought into contact with each other.
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US11057554B2 (en) 2017-05-22 2021-07-06 Sharp Kabushiki Kaisha Display device with hollowed part in backlight

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JP2019133097A (en) 2018-02-02 2019-08-08 シャープ株式会社 Image display unit
JP2020148942A (en) 2019-03-14 2020-09-17 シャープ株式会社 Image display device

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11057554B2 (en) 2017-05-22 2021-07-06 Sharp Kabushiki Kaisha Display device with hollowed part in backlight
US10795201B2 (en) 2018-03-08 2020-10-06 Sharp Kabushiki Kaisha Display device

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