JP2018141296A - Floor structure of building - Google Patents

Floor structure of building Download PDF

Info

Publication number
JP2018141296A
JP2018141296A JP2017035456A JP2017035456A JP2018141296A JP 2018141296 A JP2018141296 A JP 2018141296A JP 2017035456 A JP2017035456 A JP 2017035456A JP 2017035456 A JP2017035456 A JP 2017035456A JP 2018141296 A JP2018141296 A JP 2018141296A
Authority
JP
Japan
Prior art keywords
floor structure
building
wood
floor
flange
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2017035456A
Other languages
Japanese (ja)
Other versions
JP6414253B2 (en
Inventor
福太郎 浅井
Fukutaro Asai
福太郎 浅井
輝 広瀬
Teru Hirose
輝 広瀬
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sekisui House Ltd
Original Assignee
Sekisui House Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sekisui House Ltd filed Critical Sekisui House Ltd
Priority to JP2017035456A priority Critical patent/JP6414253B2/en
Publication of JP2018141296A publication Critical patent/JP2018141296A/en
Application granted granted Critical
Publication of JP6414253B2 publication Critical patent/JP6414253B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

PROBLEM TO BE SOLVED: To provide a floor structure in which a plurality of floor slabs are placed on beam materials arranged at an interval with each other, which secures horizontal plane rigidity by omitting a horizontal brace, and which has excellent economic efficiency as an attic space of a lower floor room can be utilized effectively.SOLUTION: A floor structure 1 of a building is constituted by placing a plurality of floor slabs 3 on two or more beam materials 2 which are arranged at an interval with each other. The floor structure of a building includes: a support metal fitting 4 in which one end side is fixed to the beam material 2 and the other end side protrudes further in the other beam material 2 direction than the beam material 2; and a woody surface material 5 having an upper surface which becomes substantially the same surface as an upper surface of the beam material 2 by being supported by the support metal fitting 4 in an inner part surrounded with the beam materials 2.SELECTED DRAWING: Figure 1

Description

本発明は、互いに間隔を開けて配置される梁材に複数の床版を載架する床構造であって、主として鉄骨軸組構造の建物に適用可能な床構造に関する。   The present invention relates to a floor structure in which a plurality of floor slabs are mounted on beam members that are spaced apart from each other, and relates to a floor structure that can be applied mainly to a steel frame structure building.

近年、「公共建築物等における木材の利用の促進に関する法律」が施行され、国家政策として建築物への木材の利用推進が後押しされている。民間の建築物においても木材利用の機運が高まっており、特に、建築解体材等の木質廃棄物から製造される木質ボードは、環境に対する貢献やその優れた経済性からさらなる普及促進が期待されている。   In recent years, the “Law Concerning the Promotion of the Use of Wood in Public Buildings” has been enforced, and the promotion of the use of wood for buildings has been encouraged as a national policy. The use of timber is also increasing in private buildings, and in particular, wood boards manufactured from wood waste such as building demolition materials are expected to be further promoted due to their contribution to the environment and their excellent economic efficiency. Yes.

また従来より、鉄骨軸組構造の建物では、互いに間隔を開けて配置された梁材に長尺なコンクリート系床版を載架し、端部を金具等で固定する床構造が知られている。このような床構造では、通常、曲げ剛性を床版が負担し、水平面剛性を梁材間に設置する水平ブレースによって補うことが多い。しかしながら、水平ブレースは、一般的に床版を支持する梁材の下部や中間部に、平面視X字状となるよう架設されるため、下階室の天井裏空間で行う配管・配線作業の障害となることが多かった。そこで、十分な水平面剛性を確保しつつ水平ブレースを省略できる床構造が提案されている。   Conventionally, in a steel frame structure building, a floor structure is known in which a long concrete floor slab is mounted on beam members arranged at a distance from each other, and ends are fixed with metal fittings or the like. . In such a floor structure, the floor slab usually bears the bending rigidity, and the horizontal rigidity is often supplemented by a horizontal brace installed between the beam members. However, horizontal braces are generally installed in the lower and middle parts of the beam material that supports the floor slab so as to form an X shape in plan view, so that piping and wiring work performed in the ceiling space of the lower floor room It was often an obstacle. Therefore, a floor structure has been proposed in which horizontal braces can be omitted while securing sufficient horizontal plane rigidity.

例えば、特許文献1では、水平ブレースに代わって床版と床梁の間に鋼板で形成される補剛面材を設置することにより、水平面剛性を確保する床構造が提案されている。この発明では、梁材のスパンに応じた大きさ(2000mm程度×4000mm程度)の補剛面材を梁材の上部に載架している。また、補剛面材に床版設置部と非床版設置部を設け、床版を離間するように床版設置部に配置することで、床構造の遮音性能を向上させている。   For example, Patent Document 1 proposes a floor structure that ensures horizontal plane rigidity by installing a stiffening surface material formed of a steel plate between a floor slab and a floor beam instead of a horizontal brace. In this invention, a stiffening surface material having a size (about 2000 mm × about 4000 mm) according to the span of the beam material is mounted on the upper portion of the beam material. Moreover, the floor slab installation part and the non-floor slab installation part are provided in the stiffening surface material, and the floor slab is arranged in the floor slab installation part so as to be separated from each other, thereby improving the sound insulation performance of the floor structure.

また、特許文献2では、木質系パネルを梁材の下部に設置し、遮音性能を向上させるとともに木質系パネルによって水平面剛性を確保できる点が記載されている。この発明では、木質パネルを設置することで火打ち材を省略できる点が開示されている。   Further, Patent Document 2 describes that a wooden panel is installed at the lower part of a beam member to improve sound insulation performance and to ensure horizontal plane rigidity by the wooden panel. In the present invention, it is disclosed that a firewood material can be omitted by installing a wood panel.

特開2016−33299JP2016-33299A 特開2003−96963JP 2003-96963 A

しかしながら、特許文献1の発明では水平ブレースを省略できるものの、梁材のスパンに合わせた重量のある鋼製の補剛面材を所定の場所へ設置して位置調整する作業は、施工者にとって大きな負担となり施工性が低下する虞がある。また、隣接する床版同士を所定間隔離間させているため、補剛面材への割付が複雑化して施工手間がかかるとともに、床版の割付によって梁スパンに制約がかかり設計自由度を低下させる可能性がある。   However, although the horizontal brace can be omitted in the invention of Patent Document 1, the work of installing and adjusting the position of a steel stiffening face material having a weight matched to the span of the beam material in a predetermined place is large for the installer. There is a risk that the workability will be reduced due to the burden. In addition, because the adjacent floor slabs are spaced apart from each other by a predetermined distance, the allocation to the stiffening surface material becomes complicated and takes time and work, and the allocation of the floor slab restricts the beam span and reduces the degree of design freedom. there is a possibility.

また、特許文献2は、パーティクルボードのような木質系パネルを使用することで水平面剛性を確保できるが、木質系パネルを梁材の下部に設置するため下階の配管・配線作業の支障となる。さらに、梁間が閉塞されて天井裏空間が十分に確保できないため、空調機器類等を天井裏に設置する際は下階室の天井高さを低くせざるを得えず、場合によっては建物階高を通常よりも高くする必要があり非常に不経済な構造となる虞がある。また、この発明では木質系パネルの端部を梁材で受けているので、木質系パネルごとに梁を都度設置しなければならない。したがって、一般的に施工現場で使用される標準寸法の木質系パネルを使用する場合、梁の増加に伴う工事費の増大が懸念される。   Moreover, although patent document 2 can ensure horizontal-plane rigidity by using a wood system panel like a particle board, since a wood system panel is installed in the lower part of a beam material, it will become an obstacle of piping and wiring work of a lower floor. . Furthermore, since the space between the beams is blocked and a sufficient space behind the ceiling cannot be secured, the ceiling height of the lower floor room must be lowered when installing air conditioning equipment, etc. The height needs to be higher than usual, which may result in a very uneconomic structure. Moreover, in this invention, since the edge part of the wooden system panel is received with the beam material, you have to install a beam for every wooden system panel each time. Therefore, when using a standard-sized wood panel generally used at a construction site, there is a concern about an increase in construction cost due to an increase in beams.

そこで、本発明は、上述した課題を鑑みてなされたものであって、互いに間隔を開けて配置される梁材に複数の床版を載架する床構造であって、水平ブレースを省略して水平面剛性を確保するとともに、下階室の天井裏空間を有効に利用できる経済性に優れた床構造を提供することを目的とする。   Therefore, the present invention has been made in view of the above-described problems, and is a floor structure in which a plurality of floor slabs are mounted on beam members that are spaced apart from each other, and a horizontal brace is omitted. An object of the present invention is to provide an economical floor structure that ensures horizontal rigidity and can effectively use the ceiling space of the lower floor room.

本発明の建物の床構造は、互いに間隔を空けて配置される2以上の梁材に複数の床版を載架して構成される建物の床構造であって、一端側が前記梁材に固定され他端側が該梁材より他の梁材方向に突出する支持金具と、前記梁材に囲まれた内部において前記支持金具に支持されて前記梁材の上面と略同一面となる上面を有する木質系面材と、を具備することを特徴としている。   The floor structure of a building according to the present invention is a floor structure of a building constructed by mounting a plurality of floor slabs on two or more beam members that are spaced apart from each other, and one end side is fixed to the beam member. And the other end side has a support fitting projecting in the direction of the other beam member from the beam member, and an upper surface which is supported by the support member and is substantially flush with the upper surface of the beam member inside the beam member. And a wood-based face material.

本発明の建物の床構造は、前記梁材は、ウェブと、該ウェブの幅方向の両側端から前記ウェブに対して垂直な方向へ突出するフランジと、を有するものであり、前記支持金具は、前記フランジに固定される一端側が平板状の固定部と、前記梁材から突出する他端側が前記固定部から延設して前記木質系板材を支持する平板状の受け部と、を具備することを特徴としている。   In the floor structure of a building according to the present invention, the beam member includes a web and a flange protruding in a direction perpendicular to the web from both side ends in the width direction of the web, And one end side fixed to the flange includes a flat plate-shaped fixing portion, and the other end side protruding from the beam member includes a flat plate-shaped receiving portion that extends from the fixing portion and supports the wood-based plate material. It is characterized by that.

本発明の建物の床構造は、前記支持金具の固定部は、一方の前記フランジから他方の前記フランジ方向へ突出して固定されたボルトを挿通してナット止めされる挿通孔を形成したものであることを特徴としている。   In the floor structure of a building according to the present invention, the fixing portion of the support metal fitting is formed with an insertion hole that is inserted into a bolt that is fixed by protruding from one flange toward the other flange, and is fastened with a nut. It is characterized by that.

本発明の建物の床構造は、前記木質系板材は、該木質系板材同士の端縁に跨る平板状の連結板によって連結されることを特徴としている。   The floor structure of a building according to the present invention is characterized in that the wooden board members are connected by a flat connecting plate straddling the edges of the wooden board members.

本発明の建物の床構造は、前記木質系板材は、隣接する前記木質系板材と間隔を開けて設置されることを特徴としている。   The floor structure of a building according to the present invention is characterized in that the wooden board is installed with an interval from the adjacent wooden board.

本発明の建物の床構造は、前記挿通孔は、前記受け部の突出する方向へ細長なルーズホールであることを特徴としている。   The floor structure of a building according to the present invention is characterized in that the insertion hole is a loose hole elongated in a direction in which the receiving portion protrudes.

本発明の建物の床構造によると、木質系面材は、梁材に囲まれた内部において、梁材に固定される支持金具によって両端を支持されるので、軽量で安価な木質系面材によって水平面剛性を保持することができ、施工性と経済性に優れた床構造を構築することができる。また、木質系面材は、支持金具によって上面を梁材の上面と略同一面となるように梁材に支持されるので、下階の天井裏空間を十分に確保することができ、配管・配線作業を容易に行うことができるともに天井裏空間を有効利用することができる。   According to the floor structure of the building of the present invention, the wood-based face material is supported at both ends by the support fittings fixed to the beam material in the inside surrounded by the beam material. Horizontal plane rigidity can be maintained, and a floor structure excellent in workability and economy can be constructed. In addition, the wood-based face material is supported by the beam material so that the upper surface is substantially flush with the upper surface of the beam material by the support bracket, so that the ceiling space on the lower floor can be secured sufficiently. The wiring work can be easily performed and the ceiling space can be used effectively.

本発明の建物の床構造によると、梁材はウェブとフランジを有し、木質系面材は梁材に固定される支持金具の受け部に支持されるので、支持金具を介して木質系面材をH形鋼や溝形鋼などの鉄骨梁に接合することができる。したがって、従来の鉄骨軸組構造で使用される水平ブレースに代わり軽量で安価な木質系面材によって水平面剛性を保持することができ、水平ブレースの取付を省略して施工性を向上させることができる。   According to the floor structure of the building of the present invention, the beam material has a web and a flange, and the wooden surface material is supported by the receiving portion of the support metal member fixed to the beam material. The material can be joined to steel beams such as H-shaped steel and channel steel. Therefore, the horizontal plane rigidity can be maintained by a light and inexpensive wood-based face material instead of the horizontal brace used in the conventional steel frame structure, and the workability can be improved by omitting the mounting of the horizontal brace. .

本発明の建物の床構造によると、支持金具の固定部は、梁材のフランジに設けられたボルトを挿通してナットにより固定される挿通孔を形成しているので、常時は支持金具の長手方向をフランジの長手方向に沿うようにしてフランジから突出しないように配置しておき、木質系面材を支持する際はフランジから受け部が突出するように支持金具を回転させることによって木質系面材を載置することができる。したがって、梁材を運搬する場合に支持金具が邪魔になることはなく、梁材の現場搬入を支障なく行うことができる。   According to the floor structure of the building of the present invention, the fixing portion of the support bracket forms an insertion hole that is fixed by a nut through the bolt provided on the flange of the beam member. Place the direction along the longitudinal direction of the flange so that it does not protrude from the flange, and when supporting the wooden surface material, rotate the support bracket so that the receiving portion protrudes from the flange, so that the wooden surface A material can be placed. Therefore, when carrying a beam material, a support metal fitting does not become obstructive, and can carry in a beam material on-site without trouble.

本発明の建物の床構造によると、木質系面材は、木質系面材同士の端縁に跨る平板状の連結板によって連結することができるので、1枚の木質系面材ごとに木質系面材を支持する小梁を設ける必要がなく、経済性に優れた床構造を構築することができる。   According to the floor structure of the building of the present invention, the wood-based face material can be connected by a flat connecting plate straddling the edges of the wood-based face materials. There is no need to provide a small beam for supporting the face material, and a floor structure with excellent economic efficiency can be constructed.

本発明の建物の床構造によると、木質系面材は隣接する木質系面材と間隔を開けて設置されるので、各所の施工誤差を吸収しながら施工を行うことができる。   According to the floor structure of the building of the present invention, the wood-based face material is installed with a gap from the adjacent wood-based face material, so that construction can be performed while absorbing construction errors at various places.

本発明の建物の床構造によると、挿通孔は受け部の突出する方向に細長なルーズホールであるので、木質系面材を受け部に設置する際、木質系面材と受け部の位置を状況に応じて微調整することができ、各所の施工誤差を吸収しながら施工を行うことができる。また、梁材と木質系面材が異素材で異なる膨張率を有していても、梁材と木質系面材を離間させておくことにより互いに干渉して損傷することを防止できる。   According to the floor structure of the building of the present invention, the insertion hole is a loose hole elongated in the direction in which the receiving portion protrudes. Therefore, when installing the wooden surface material in the receiving portion, the positions of the wooden surface material and the receiving portion are determined. Fine adjustments can be made according to the situation, and construction can be performed while absorbing construction errors at various locations. Further, even if the beam material and the wood-based face material are different materials and have different expansion rates, the beam material and the wood-based face material can be prevented from interfering with each other and being damaged by being separated from each other.

建物の床構造を示す断面図Sectional view showing the floor structure of a building 建物の床構造を示す分解斜視図。The disassembled perspective view which shows the floor structure of a building. 支持金具を示す斜視図。The perspective view which shows a support metal fitting. フランジに溶接ボルトを有する梁材と床版及び木質系面材の接合部を拡大した断面分解図。The cross-sectional exploded view which expanded the junction part of the beam material which has a welding bolt in a flange, a floor slab, and a wood type surface material. フランジにボルトを設置する場合の梁材と床版及び木質系面材の接合部を拡大した断面分解図。The cross-sectional exploded view which expanded the junction part of a beam material, a floor slab, and a wooden system surface material in the case of installing a bolt in a flange. ウェブにボルトを設置する場合の梁材と床版及び木質系面材の接合部を拡大した断面分解図。The cross-sectional exploded view which expanded the junction part of a beam material, a floor slab, and a wood type surface material in the case of installing a bolt in a web. 支持金具の梁材への設置状況を示す斜視図。The perspective view which shows the installation condition to the beam material of a support metal fitting. 別の実施形態の支持金具を梁材へ設置する状況を示す斜視図。The perspective view which shows the condition which installs the support metal fitting of another embodiment in a beam material. 支持金具を断面視矩形の梁材に設置する状況を示す断面図。Sectional drawing which shows the condition which installs a support metal fitting in the cross-sectional view rectangular beam material.

以下、建物の床構造1の最良の実施形態について各図を参照しつつ説明する。この建物の床構造1は、主として鉄骨軸組構造の建物に適用されるが、木軸組構造や、鉄骨造と木構造を組み合わせた構造に使用することも可能である。ここでは、鉄骨軸組構造の場合について説明をする。   Hereinafter, the best embodiment of the building floor structure 1 will be described with reference to the drawings. The building floor structure 1 is mainly applied to a steel frame structure building, but can also be used for a wooden frame structure or a structure in which a steel frame structure and a wooden structure are combined. Here, the case of a steel frame structure will be described.

建物の床構造1は、図1及び図2に示すように、互いに間隔を空けて配置される2以上の梁材2に複数の床版3を載架して構成される建物の床構造であって、一端側が梁材2に固定され他端側が梁材2より他の梁材2の方向へ突出する支持金具4と、梁材2に囲まれた内部において支持金具4に支持されて梁材2の上面と略同一面となる上面を有する木質系面材5と、を具備している。   As shown in FIGS. 1 and 2, the building floor structure 1 is a building floor structure configured by mounting a plurality of floor slabs 3 on two or more beam members 2 arranged at intervals. And one end side is fixed to the beam member 2 and the other end side protrudes in the direction of the other beam member 2 from the beam member 2, and the beam is supported by the support member 4 inside the beam member 2. A wood-based face material 5 having an upper surface that is substantially flush with the upper surface of the material 2.

梁材2は、図1に示すようにH形鋼で形成されており、ウェブ2aと、ウェブ2aの幅方向の両端からウェブ2aに対して垂直方向に突出するフランジ2bを有している。また、図4に示すように、床版3を載架する一方のフランジ2bには、支持金具4を固定するための溶接ボルト2cが溶接されており、他方のフランジ2bに向けて突出している。なお、ここでは梁材2の材質をH形鋼として説明しているが、ウェブとフランジを有する溝形鋼を使用しても良い。   As shown in FIG. 1, the beam member 2 is formed of H-shaped steel, and includes a web 2 a and a flange 2 b that protrudes in a direction perpendicular to the web 2 a from both ends in the width direction of the web 2 a. Further, as shown in FIG. 4, a welding bolt 2c for fixing the support metal fitting 4 is welded to one flange 2b on which the floor slab 3 is mounted, and protrudes toward the other flange 2b. . In addition, although the material of the beam member 2 is described as an H-shaped steel here, a grooved steel having a web and a flange may be used.

床版3は、図1から図3に示すように、互いに間隔を開けて配置された梁材2に載架される平板状の床材である。床版3の材質は特に限定されないが、軽量気泡コンクリート版や押出成型セメント版、プレキャストコンクリート版のように成型された長尺な床材を使用することができる。また、床版3の上部には図示されない床下地材や内装仕上材を設置することができる。   As shown in FIGS. 1 to 3, the floor slab 3 is a flat floor material that is placed on the beam members 2 that are arranged with a space therebetween. The material of the floor slab 3 is not particularly limited, but a long flooring material such as a lightweight cellular concrete plate, an extruded cement plate, or a precast concrete plate can be used. In addition, a floor base material and interior finishing material (not shown) can be installed on the upper portion of the floor slab 3.

支持金具4は、図1及び図3に示すように、梁材2と木質系面材5を接合するために使用される略矩形に形成された平板状の金具である。支持金具4は、梁材2に固定される固定部4aと、固定部4aから延設されて木質系面材5を受ける受け部4bとを有している。   As shown in FIGS. 1 and 3, the support metal fitting 4 is a flat metal fitting formed in a substantially rectangular shape used for joining the beam member 2 and the wood-based face material 5. The support metal fitting 4 has a fixed portion 4 a fixed to the beam member 2 and a receiving portion 4 b that extends from the fixed portion 4 a and receives the wood-based face material 5.

固定部4aには、図3及び図4に示すように、梁材2に設けられた溶接ボルト2cを挿通するための挿通孔4cが固定部4aの幅方向中央に設けられており、この挿通孔4cは、図3に示すように、受け部4bの突出方向へ細長なルーズホールとなっている。また、受け部4bには、木質系面材5を固定するための固定具5aを挿通する貫通孔4dが受け部4bの幅方向中央に設けられている。そして、図4等に示すように、床版3を載架するフランジ2bの板厚と木質系面材5の板厚が相違する場合、受け部4bの固定部4a側の側端を折り曲げて板厚の相違を吸収する段差部4eを形成することができる。   As shown in FIGS. 3 and 4, the fixing portion 4 a is provided with an insertion hole 4 c for inserting a welding bolt 2 c provided in the beam member 2 at the center in the width direction of the fixing portion 4 a. As shown in FIG. 3, the hole 4c is a loose hole elongated in the protruding direction of the receiving portion 4b. Moreover, the through-hole 4d which penetrates the fixing tool 5a for fixing the wood type surface material 5 is provided in the receiving part 4b in the center of the width direction of the receiving part 4b. And when the plate | board thickness of the flange 2b which mounts the floor slab 3 and the plate | board thickness of the wood type surface material 5 differ as shown in FIG. 4 etc., the side edge by the side of the fixing | fixed part 4a of the receiving part 4b is bent. A step portion 4e that absorbs the difference in plate thickness can be formed.

木質系面材5は、図1及び図3に示すように、支持金具4を介して梁材2に支持される平面視矩形状の平板である。木質系面材5の材質は特に限定されないが、建築物解体材や間伐材等の廃棄物木材から形成される木質ボード(パーティクルボード、中密度繊維板等)や合板を使用することができる。特に、技術開発により近年建物の主要構造材としての使用を認められるようになった構造用パーティクルボードが、性能面や経済性の側面から好適である。構造用パーティクルボードを利用する際は、一般的に流通している標準寸法のものを使用することができ、たとえば、厚さ9mm以上、幅900mm以上、長さ1820mm以上のものを使用することができる。   As shown in FIGS. 1 and 3, the wood-based face material 5 is a flat plate having a rectangular shape in plan view supported by the beam material 2 via the support fitting 4. The material of the wood-based face material 5 is not particularly limited, but a wood board (particle board, medium density fiber board, etc.) or plywood formed from waste wood such as a building demolition material or a thinning material can be used. In particular, structural particle boards that have recently been approved for use as the main structural material of buildings due to technological development are preferred from the viewpoints of performance and economy. When using a structural particle board, it is possible to use a generally distributed standard size, for example, a thickness of 9 mm or more, a width of 900 mm or more, and a length of 1820 mm or more. it can.

連結板6は、図1及び図2に示すように、互いに隣り合う木質系面材5同士の端縁に跨るように配置され、固定具5aによって木質系面材5同士を連結する長尺な板材である。連結板6には、幅方向の中央を挟んだ位置に固定具5aを挿入するための挿入孔6aが長手方向に対して一定の間隔で形成されている。   As shown in FIG.1 and FIG.2, the connection board 6 is arrange | positioned so that it may straddle the edge of mutually adjacent wood type | system | group surface materials 5, and it is the elongate which connects the wood type | system | group surface materials 5 with the fixing tool 5a. It is a board material. In the connecting plate 6, insertion holes 6 a for inserting the fixture 5 a are formed at regular intervals in the longitudinal direction at positions sandwiching the center in the width direction.

次に、床構造1の施工手順について説明する。まず、図1に示すように、互いに間隔を空けて配置された梁材2に支持金具4を設置する。具体的には、図4に示すように、溶接ボルト2cを固定部4aに設けられた挿通孔4cに挿入し、突出した溶接ボルト2cにナット2dを締付方向に螺着させて支持金具4が回動しないように固定する。このとき、受け部4bは、フランジ2bから突出するように配置しておく。このようにして、図2に示すように、支持金具4を梁材2の長手方向に所定の間隔を開けて設置する。   Next, the construction procedure of the floor structure 1 will be described. First, as shown in FIG. 1, the support metal fitting 4 is installed in the beam material 2 arrange | positioned at intervals. Specifically, as shown in FIG. 4, the welding bolt 2 c is inserted into the insertion hole 4 c provided in the fixing portion 4 a, and the nut 2 d is screwed into the protruding welding bolt 2 c in the tightening direction to thereby support the bracket 4. Fix so that does not rotate. At this time, the receiving portion 4b is arranged so as to protrude from the flange 2b. In this way, as shown in FIG. 2, the support metal fittings 4 are installed at predetermined intervals in the longitudinal direction of the beam member 2.

支持金具4は、予め工場で梁材2に設置しておいてもよい。そうすることで、木質系面材5を梁材2に設置する際に、都度支持金具4を梁材2に取り付ける必要がなく、施工性を向上させることができる。   The support metal fitting 4 may be previously installed on the beam member 2 at the factory. By doing so, it is not necessary to attach the support metal fitting 4 to the beam material 2 every time when the wood-based face material 5 is installed on the beam material 2, and the workability can be improved.

支持金具4の梁材2への取付けを予め工場で行う場合は、図7に示すように、受け部4bをフランジ2bの長手方向へ沿うように固定しておくことで、支持金具4が梁材2の運搬の支障になることを防止できる。そして現場搬入された梁材2を所定の位置に配置した後、ナット2dを弛緩方向に回転させて固定部4aを回動させ、受け部4bをフランジ2bから突出させて所定の位置に配置する。続いてナット2dを締付方向に回転させて支持金具4が回動しないよう固定し、図1に示すように、木質系面材5を受け部4bに載置する。したがって、状況に応じて受け部4bの位置を自由に変更できるため、梁材2の搬入から木質系面材5の支持金具4への設置までを円滑に行うことができる。なお、支持金具4を現場で設置する場合や、固定部4aの回動機能を不要とする場合は、支持金物4の形状を前述したような短冊状のものではなく、図8に示すように、梁材2の長手方向長さと略同一な長さを有する長尺な形状としてもよい。   When mounting the support bracket 4 to the beam member 2 in advance in the factory, as shown in FIG. 7, the support bracket 4 is fixed to the beam 2 by fixing the receiving portion 4b along the longitudinal direction of the flange 2b. It can prevent the material 2 from being hindered in transportation. Then, after the beam material 2 carried in the field is arranged at a predetermined position, the nut 2d is rotated in the loosening direction to rotate the fixing part 4a, and the receiving part 4b is projected from the flange 2b and arranged at the predetermined position. . Subsequently, the nut 2d is rotated in the tightening direction to fix the support metal fitting 4 so as not to rotate, and as shown in FIG. 1, the wood-based face material 5 is placed on the receiving portion 4b. Therefore, since the position of the receiving portion 4b can be freely changed according to the situation, it is possible to smoothly perform from the carry-in of the beam member 2 to the installation of the wooden surface member 5 on the support bracket 4. In addition, when installing the support metal fitting 4 on the spot, or when the rotation function of the fixing | fixed part 4a is unnecessary, the shape of the support metal fitting 4 is not a strip shape as mentioned above, but as shown in FIG. A long shape having substantially the same length as the longitudinal length of the beam member 2 may be used.

次に、図4に示すように、フランジ2bから突出した受け部4bに木質系面材5を載置し、ビスやねじ等の固定具5aを受け部4bの下方から貫通孔4dに挿入し、電動ドライバー等の締付用回転工具によって木質系面材5に螺着する。このとき、図4に示すように、フランジ2bと木質系面材5の板厚に相違がある場合、支持金具4の段差部4eによって両者の段差を吸収できるので、フランジ2bの上面と木質系面材5の上面を略面一にすることができる。また、木質系面材5同士は、図1に示すように、隣り合う木質系面材5との間に隙間L1を形成するように配置される。隙間L1を設けることにより、各所の施工誤差を吸収しながら施工を行うことができる。   Next, as shown in FIG. 4, the wood-based face material 5 is placed on the receiving portion 4b protruding from the flange 2b, and is inserted into the through-hole 4d from below the receiving portion 4b. Then, it is screwed onto the wood-based face material 5 by a tightening rotary tool such as an electric screwdriver. At this time, as shown in FIG. 4, when there is a difference in the plate thickness between the flange 2b and the wood-based face material 5, the step difference between the two can be absorbed by the step 4e of the support bracket 4. The upper surface of the face material 5 can be made substantially flush. Further, as shown in FIG. 1, the wood-based face materials 5 are arranged so as to form a gap L <b> 1 between adjacent wood-based face materials 5. By providing the gap L1, it is possible to perform construction while absorbing construction errors at various places.

また先述したように、固定部4aの挿通孔4cは、受け部4bの突出方向へ細長なルーズホールであるため、支持金具4のフランジ2b幅方向の出入りを微調整することができる。すなわち、図4に示すように、固定部4aを受け部4bの方向へ移動させると、フランジ2bと木質系面材5との隙間L2が広くなり、互いに隣り合う木質系面材5同士の隙間L1が狭くなる。反対に、固定部4aをウェブ2a方向に移動させると隙間L2が狭くなり、隙間L1が広くなる。したがって、施工者は各所の施工誤差を吸収しながら木質系面材5を設置でき、また、互いに異なる材質の梁材2と木質系面材5が湿度や気温の影響で各々膨張したとしても互いに干渉して損傷することはない。   Further, as described above, the insertion hole 4c of the fixing portion 4a is a loose hole that is elongated in the protruding direction of the receiving portion 4b, so that the support metal 4 can be finely adjusted in the width direction of the flange 2b. That is, as shown in FIG. 4, when the fixing portion 4a is moved in the direction of the receiving portion 4b, the gap L2 between the flange 2b and the wood-based face material 5 becomes wide, and the gap between the wood-based face materials 5 adjacent to each other. L1 becomes narrower. On the other hand, when the fixing portion 4a is moved in the web 2a direction, the gap L2 becomes narrower and the gap L1 becomes wider. Accordingly, the installer can install the wood-based face material 5 while absorbing construction errors at various places, and even if the beam material 2 and the wood-based face material 5 of different materials are expanded due to the influence of humidity and temperature, each other. It will not be damaged by interference.

そして図1及び図2に示すように、互いに隣り合う木質系面材5同士の端縁に跨るように連結板6を配置し、ビスやねじ等の固定具5aを連結板6の下方から挿入孔6aに挿入し、電動ドライバー等の締付用回転工具によって固定具5aを木質系面材5に螺着させ、木質系面材5同士を連結する。したがって、一般的に使用される標準寸法のたとえば、幅900mm程度、長さ1820mm程度の構造用パーティクルボードを木質系面材5として使用した場合、複数枚の木質系面材5を連結板6で連結できるので、木質系面材5ごとに受け梁を設ける必要がなく、不要な梁材2の設置を削減することができ、経済性に優れた建物の床構造1を構築することができる。   As shown in FIGS. 1 and 2, the connecting plate 6 is arranged so as to straddle the edges of the adjacent wood-based face materials 5, and a fixing tool 5 a such as a screw or a screw is inserted from below the connecting plate 6. Inserted into the hole 6a, the fixing tool 5a is screwed onto the wood-based face material 5 by a tightening rotary tool such as an electric screwdriver, and the wood-based face materials 5 are connected. Therefore, when a structural particle board having a standard size generally used, for example, a width of about 900 mm and a length of about 1820 mm is used as the wood-based face material 5, a plurality of wood-based face materials 5 are connected to the connecting plate 6. Since it can connect, it is not necessary to provide a receiving beam for every wooden surface material 5, the installation of the unnecessary beam material 2 can be reduced, and the building floor structure 1 excellent in economy can be constructed.

最後に、図1に示すように床版3をフランジ2bに架設し、図示しない固定金具で梁材2に固定して建物の床構造1を完成させる。   Finally, as shown in FIG. 1, the floor slab 3 is installed on the flange 2b and fixed to the beam member 2 with a fixing bracket (not shown) to complete the floor structure 1 of the building.

なお、木質系面材5の梁材2への固定方法は上記の内容だけに限られない。例えば、図5に示すように、床版3に部分的に切欠き3aを設け、フランジ2bにボルト21を挿入できるボルト孔2dを形成してもよい。なお、ボルト21をフランジ2bに装着した後の施工手順は前述した内容と同様とすることができる。   In addition, the fixing method to the beam material 2 of the wood type surface material 5 is not restricted only to said content. For example, as shown in FIG. 5, a notch 3a may be partially provided in the floor slab 3, and a bolt hole 2d into which the bolt 21 can be inserted may be formed in the flange 2b. The construction procedure after the bolt 21 is attached to the flange 2b can be the same as described above.

また、図6では、ウェブ2aにボルト21を挿入するボルト孔2eを形成している。
この場合は、長尺な溝形鋼を支持金具7とし、溝形鋼の一方のフランジ部を固定部7a、溝形鋼のウェブ部を受け部7bとしている。また、固定部7aは、幅方向中央にボルト21を挿入する挿通孔7cを形成しており、受け部7bは、固定部7aを形成しているフランジ部と反対側のフランジ部に近接する位置に、貫通孔7dを形成している。また、挿通孔7cはウェブ2aの幅方向へ細長なルーズホールとなっている。
Moreover, in FIG. 6, the bolt hole 2e which inserts the volt | bolt 21 in the web 2a is formed.
In this case, a long channel steel is used as the support metal fitting 7, and one flange portion of the channel steel is used as the fixed portion 7a and the web portion of the channel steel as the receiving portion 7b. Moreover, the fixing | fixed part 7a forms the penetration hole 7c which inserts the volt | bolt 21 in the center of the width direction, and the receiving part 7b is a position which adjoins the flange part on the opposite side to the flange part which forms the fixing | fixed part 7a. In addition, a through hole 7d is formed. Further, the insertion hole 7c is a loose hole elongated in the width direction of the web 2a.

図6の場合の施工手順は、まず、ボルト21をウェブ2aのボルト孔2eと固定部7aの挿通孔7cに連通させ、突出したボルト21をナット2dに螺着させて支持金具7を梁材2に固定させる。このとき、木質系面材5を受け部7bに載置した時に、木質系面材5の上面とフランジ2bの上面が面一となるように固定部7aの位置をウェブ2aの幅方向に調整して固定部7aをウェブ2aに固定する。そして、木質系面材5をフランジ2bと間隔を開けて隙間L2を形成するように受け部7bに載置し、固定具5aを受け部7bの下方から貫通孔7dに挿入して締付用回転工具で木質系面材5に螺着させる。最後に、フランジ2bに床版3を載架して図示しない金具で梁材2に固定し、建物の床構造1を完成させる。   The construction procedure in the case of FIG. 6 is as follows. First, the bolt 21 is connected to the bolt hole 2e of the web 2a and the insertion hole 7c of the fixing portion 7a, and the protruding bolt 21 is screwed to the nut 2d. Fix to 2. At this time, the position of the fixing portion 7a is adjusted in the width direction of the web 2a so that the upper surface of the wooden surface material 5 and the upper surface of the flange 2b are flush with each other when the wooden surface material 5 is placed on the receiving portion 7b. Then, the fixing portion 7a is fixed to the web 2a. Then, the wood-based face material 5 is placed on the receiving portion 7b so as to form a gap L2 with a gap from the flange 2b, and is inserted into the through-hole 7d from below the receiving portion 7b for tightening. Screwed onto the wood-based face material 5 with a rotary tool. Finally, the floor slab 3 is mounted on the flange 2b and fixed to the beam member 2 with a metal fitting (not shown) to complete the floor structure 1 of the building.

なお、梁材2が鋼管や集成材等の断面視矩形である場合には、図9に示すように、溝形鋼やL型アングルで形成された支持金具7を使用して木質系面材5を梁材2に固定することができる。   In addition, when the beam member 2 has a rectangular shape in cross section such as a steel pipe or a laminated member, as shown in FIG. 9, a wooden surface material is used by using a support fitting 7 formed of a grooved steel or an L-shaped angle. 5 can be fixed to the beam member 2.

このようにして形成される床構造は、床版3に曲げ剛性を負担させ、軽量で安価な木質系面材5に水平面剛性を負担させることができ、施工性や経済性に優れた建物の床構造1を構築することができる。また、木質系面材5は、木質系面材5の上面を梁材2の上面と略同一面となるように梁材2に支持されるので、下階の天井裏空間を十分に確保することができ、下階の配管・配線作業を円滑に行うことができる。その結果、下階室の天井高さを高くしたり、下階の天井裏に通常より厚みのある断熱材を配置して下階室の断熱性能を向上させるなど、天井裏空間を有効利用して設計自由度の高い建物を実現することができる。   The floor structure thus formed allows the floor slab 3 to bear bending rigidity, and allows the lightweight and inexpensive wood-based face material 5 to bear horizontal plane rigidity. A floor structure 1 can be constructed. Further, since the wood-based face material 5 is supported by the beam material 2 so that the upper surface of the wood-based face material 5 is substantially flush with the upper surface of the beam material 2, a sufficient space behind the ceiling of the lower floor is secured. It is possible to carry out piping and wiring work on the lower floor smoothly. As a result, the ceiling space of the lower floor room is increased, and the heat insulation performance of the lower floor room is improved by placing heat insulation material thicker than usual on the lower floor of the ceiling. Buildings with a high degree of design freedom can be realized.

さらに、木質系板材として使用される構造用パーティクルボードや中密度繊維板は、軽量衝撃音に対する遮音性能に優れているので、板厚を厚くすることによって下階に対して音の衝撃を緩和する効果も期待できる。 In addition, structural particle boards and medium density fiberboards used as wood-based board materials have excellent sound insulation performance against lightweight impact sounds, so reducing the impact of sound on the lower floors by increasing the board thickness The effect can also be expected.

また、ここでは床に使用する例について説明したが、建物の床構造1を応用することもできる。たとえば、木質系面材5を小屋裏の梁材2に設置することにより、小屋裏の水平面剛性を確保することができ、水平ブレースを省略することができる。この場合も、上述したように天井内の配管・配線作業の容易化や天井裏空間の有効利用等の効果を得ることができる。   Moreover, although the example used for a floor was demonstrated here, the floor structure 1 of a building can also be applied. For example, by installing the wood-based face material 5 on the beam material 2 in the shed, the horizontal plane rigidity of the shed can be ensured, and the horizontal brace can be omitted. Also in this case, as described above, effects such as facilitation of piping and wiring work in the ceiling and effective use of the space behind the ceiling can be obtained.

また、本発明の実施の形態は上述の形態に限ることなく、本発明の思想の範囲を逸脱しない範囲で適宜変更することができることは云うまでもない。   Needless to say, the embodiment of the present invention is not limited to the above-described embodiment, and can be appropriately changed without departing from the scope of the idea of the present invention.

本発明に係る床構造は、たとえば、鉄骨軸組構造の建物に対して好適に使用することが出来る。   The floor structure according to the present invention can be suitably used for, for example, a steel frame structure building.

1 床構造
2 梁材
2a ウェブ
2b フランジ
3 床版
4 支持金具
4a 固定部
4b 受け部
4c 挿通孔
5 木質系面材
6 連結板
DESCRIPTION OF SYMBOLS 1 Floor structure 2 Beam material 2a Web 2b Flange 3 Floor slab 4 Support metal fitting 4a Fixed part 4b Receiving part 4c Insertion hole 5 Wood surface material 6 Connection board

本発明の建物の床構造は、互いに間隔を空けて配置される2以上の梁材の上面に複数の床版を載架して構成される建物の床構造であって、一端側が前記梁材に固定され他端側が該梁材より他の梁材方向に突出する支持金具と、前記梁材に囲まれた内部において、前記支持金具に載置されて当該支持金具の下方から当該支持金具に固定されるとともに、上面が前記梁材の上面と略同一面となる木質系面材と、を具備し、前記支持金具は、前記梁材の上面よりも下方で前記梁材に固定される一端側の平板状の固定部と、前記固定部から延設して前記梁材から突出し、前記木質系面材を支持する他端側の平板状の受け部と、を有することを特徴としている。 The floor structure of a building according to the present invention is a floor structure of a building constructed by mounting a plurality of floor slabs on the upper surfaces of two or more beam members that are spaced apart from each other, one end side of which is the beam member. The other end of the support bracket is fixed to the beam member and protrudes in the direction of the other beam member, and the inside of the beam member is surrounded by the beam member, and is placed on the support member from below the support member. A wooden surface material whose upper surface is substantially flush with the upper surface of the beam material, and the support metal fitting is fixed to the beam material below the upper surface of the beam material. A flat plate-shaped fixing portion on the side, and a flat plate-shaped receiving portion on the other end side that extends from the fixing portion and protrudes from the beam material and supports the wood-based face material .

本発明の建物の床構造は、前記梁材は、垂直に延設するウェブと、該ウェブの幅方向の両側端から前記ウェブに対して直交方向へ突出するフランジと、を有するものであり、前記支持金具は、前記固定部を上方の前記フランジの下面に固定されることを特徴としている。 In the building floor structure of the present invention, the beam member includes a web extending vertically and a flange projecting in a direction orthogonal to the web from both side ends in the width direction of the web. The support fitting is characterized in that the fixing portion is fixed to the lower surface of the upper flange .

Claims (6)

互いに間隔を空けて配置される2以上の梁材に複数の床版を載架して構成される建物の床構造であって、
一端側が前記梁材に固定され他端側が該梁材より他の梁材方向に突出する支持金具と、
前記梁材に囲まれた内部において前記支持金具に支持されて前記梁材の上面と略同一面となる上面を有する木質系面材と、を具備すること、を特徴とする建物の床構造。
A floor structure of a building constructed by mounting a plurality of floor slabs on two or more beam members arranged at intervals from each other,
One end side is fixed to the beam material and the other end side protrudes in the direction of the other beam material than the beam material, and
A floor structure for a building, comprising: a wooden surface material having an upper surface which is supported by the support fitting and is substantially flush with an upper surface of the beam material inside the beam material.
前記梁材は、ウェブと、該ウェブの幅方向の両側端から前記ウェブに対して垂直な方向へ突出するフランジと、を有するものであり、
前記支持金具は、前記フランジに固定される一端側が平板状の固定部と、前記梁材から突出する他端側が前記固定部から延設して前記木質系板材を支持する平板状の受け部と、を具備することを特徴とする請求項1に記載の建物の床構造。
The beam member has a web and a flange protruding in a direction perpendicular to the web from both side ends in the width direction of the web,
The support metal fitting has a flat plate-like fixed portion at one end fixed to the flange, and a flat plate-shaped receiving portion that extends from the fixed portion at the other end protruding from the beam material and supports the wood-based plate material. The floor structure of a building according to claim 1, comprising:
前記支持金具の固定部は、一方の前記フランジから他方の前記フランジ方向へ突出して固定されたボルトを挿通してナット止めされる挿通孔を形成したものであることを特徴とする請求項2に記載の建物の床構造。   The fixing portion of the support metal fitting is formed with an insertion hole that is inserted into a bolt that protrudes from one of the flanges in the direction of the other flange and is fixed with a nut. The building floor structure described. 前記木質系板材は、該木質系板材同士の端縁に跨る平板状の連結板によって連結されることを特徴とする請求項1又は2に記載の建物の床構造。   The floor structure of a building according to claim 1 or 2, wherein the wood-based board members are connected by a plate-like connecting plate straddling end edges of the wooden board members. 前記木質系板材は、隣接する前記木質系板材と間隔を開けて設置されることを特徴とする請求項1又は2のいずれかに記載の建物の床構造。   3. The building floor structure according to claim 1, wherein the wooden board is installed at an interval from the adjacent wooden board. 4. 前記挿通孔は、前記受け部の突出する方向へ細長なルーズホールであることを特徴とする請求項3に記載の建物の床構造。   The floor structure of a building according to claim 3, wherein the insertion hole is a loose hole that is elongated in a direction in which the receiving portion protrudes.
JP2017035456A 2017-02-27 2017-02-27 Building floor structure Active JP6414253B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2017035456A JP6414253B2 (en) 2017-02-27 2017-02-27 Building floor structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2017035456A JP6414253B2 (en) 2017-02-27 2017-02-27 Building floor structure

Publications (2)

Publication Number Publication Date
JP2018141296A true JP2018141296A (en) 2018-09-13
JP6414253B2 JP6414253B2 (en) 2018-10-31

Family

ID=63527603

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2017035456A Active JP6414253B2 (en) 2017-02-27 2017-02-27 Building floor structure

Country Status (1)

Country Link
JP (1) JP6414253B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112160422A (en) * 2020-09-30 2021-01-01 中建八局科技建设有限公司 Connecting structure of profiled steel sheet and steel beam and construction method thereof
JP7401377B2 (en) 2020-03-30 2023-12-19 日鉄建材株式会社 wooden building floor panels
JP7457554B2 (en) 2020-03-30 2024-03-28 日鉄建材株式会社 Floor structure of a wooden building

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5297810U (en) * 1976-01-21 1977-07-22
JPS52140618U (en) * 1976-04-16 1977-10-25
JPH0635435A (en) * 1992-07-14 1994-02-10 Yokogawa Electric Corp Display device
JPH10183837A (en) * 1996-12-20 1998-07-14 Sumitomo Forestry Co Ltd Rigid floor structure of alc board
JPH11131683A (en) * 1997-08-28 1999-05-18 Sumitomo Metal Mining Co Ltd Composite panel
JP2000273995A (en) * 1999-03-26 2000-10-03 Sumitomo Metal Mining Co Ltd Floor fitting structure of composite panel for floor
JP2007254985A (en) * 2006-03-22 2007-10-04 Sumitomo Kinzoku Kozan Siporex Kk Mounting fitting for alc panel
JP2008231662A (en) * 2007-03-16 2008-10-02 Sumitomo Metal Ind Ltd Floor framing of framework wall structure and its construction method

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5297810U (en) * 1976-01-21 1977-07-22
JPS52140618U (en) * 1976-04-16 1977-10-25
JPH0635435A (en) * 1992-07-14 1994-02-10 Yokogawa Electric Corp Display device
JPH10183837A (en) * 1996-12-20 1998-07-14 Sumitomo Forestry Co Ltd Rigid floor structure of alc board
JPH11131683A (en) * 1997-08-28 1999-05-18 Sumitomo Metal Mining Co Ltd Composite panel
JP2000273995A (en) * 1999-03-26 2000-10-03 Sumitomo Metal Mining Co Ltd Floor fitting structure of composite panel for floor
JP2007254985A (en) * 2006-03-22 2007-10-04 Sumitomo Kinzoku Kozan Siporex Kk Mounting fitting for alc panel
JP2008231662A (en) * 2007-03-16 2008-10-02 Sumitomo Metal Ind Ltd Floor framing of framework wall structure and its construction method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7401377B2 (en) 2020-03-30 2023-12-19 日鉄建材株式会社 wooden building floor panels
JP7457554B2 (en) 2020-03-30 2024-03-28 日鉄建材株式会社 Floor structure of a wooden building
CN112160422A (en) * 2020-09-30 2021-01-01 中建八局科技建设有限公司 Connecting structure of profiled steel sheet and steel beam and construction method thereof

Also Published As

Publication number Publication date
JP6414253B2 (en) 2018-10-31

Similar Documents

Publication Publication Date Title
JP6414253B2 (en) Building floor structure
US10533314B2 (en) Infill wall support clip
AU2012231352B2 (en) 30-minute residential fire protection of floors
JP5588920B2 (en) Method for forming interior base structure
JP6612544B2 (en) Thermal insulation structure of building
JP4120820B2 (en) Structure and construction method of fire protection wall
JP7272800B2 (en) Seismic ceiling structure
JP6963997B2 (en) Wall structure of temporary building
JP5199609B2 (en) Large wall panel installation structure
JPH09217453A (en) Floor structure
JP6889028B2 (en) Building exterior wall support structure
JP2021110096A (en) Wall structure
JP6485637B2 (en) Floor structure
JP6422400B2 (en) Building inner wall structure
JP2010112093A (en) Mounting structure of side-wall panel
JP2021134593A (en) Boundary wall structure
JP2023102584A (en) Support member and building
JP2539997B2 (en) Beam mounting
JP2023042260A (en) Exterior wall mounting hardware, exterior wall mounting structure, and construction method of exterior wall mounting structure
JP2021156095A (en) Floor framing structure for wooden building
JP2878630B2 (en) Floor construction method
JP4818741B2 (en) Equipment installation groundwork and field wall groundwork, and field wall panels
JP2021025308A (en) Floor structure, building and beam
JP2020105811A (en) Corner frame, corner cover, and mounting structure of projected corner column and corner cover
JP2009203650A (en) Heat insulating structure of ceiling

Legal Events

Date Code Title Description
A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20180622

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

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20180904

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20180917

R150 Certificate of patent or registration of utility model

Ref document number: 6414253

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250