JP2017089246A - Dry double floor structure, construction method thereof, and connecting material - Google Patents

Dry double floor structure, construction method thereof, and connecting material Download PDF

Info

Publication number
JP2017089246A
JP2017089246A JP2015220781A JP2015220781A JP2017089246A JP 2017089246 A JP2017089246 A JP 2017089246A JP 2015220781 A JP2015220781 A JP 2015220781A JP 2015220781 A JP2015220781 A JP 2015220781A JP 2017089246 A JP2017089246 A JP 2017089246A
Authority
JP
Japan
Prior art keywords
floor
floor panel
support leg
joist
connecting member
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
JP2015220781A
Other languages
Japanese (ja)
Other versions
JP6679135B2 (en
Inventor
佐藤 富士男
Fujio Sato
富士男 佐藤
泰孝 上田
Yasutaka Ueda
泰孝 上田
健一郎 大蘆
Kenichiro Oashi
健一郎 大蘆
浩樹 梯
Hiroki Kakehashi
浩樹 梯
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.)
Hazama Ando Corp
Awaji Giken Co Ltd
Original Assignee
Hazama Ando Corp
Awaji Giken Co 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 Hazama Ando Corp, Awaji Giken Co Ltd filed Critical Hazama Ando Corp
Priority to JP2015220781A priority Critical patent/JP6679135B2/en
Publication of JP2017089246A publication Critical patent/JP2017089246A/en
Application granted granted Critical
Publication of JP6679135B2 publication Critical patent/JP6679135B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

PROBLEM TO BE SOLVED: To provide a technology for enhancing sound insulation performance without increasing a floor height, specifically a dry double floor structure with a floor panel that has the floor panel installed stably without the adjacent floor panels contacting each other, and also provide a construction method of the dry double floor structure and a connecting material used with the dry double floor structure.SOLUTION: A dry double floor structure of the present invention includes a foundation slab, a support leg, a floor joist, a floor panel, and a connecting material. The floor joist includes at least a thin plate-form top plate, and the connecting material is installed between the adjacent floor panels. The connecting material has a housing hole for housing the support leg and a protrusion protruding toward the floor panel side. A recess is formed on an edge surface of the floor panel. A connecting space is formed by laying out the adjacent floor panels with a gap in between, and the connecting material is installed in the connecting space. Here, the protrusion of the connecting material is inserted into the recess of the floor panel.SELECTED DRAWING: Figure 1

Description

本願発明は、建物の床構造に関するものであり、より具体的には、遮音性能の高い乾式二重床構造に関するものである。   The present invention relates to a floor structure of a building, and more specifically to a dry double floor structure with high sound insulation performance.

戸建住宅や集合住宅をはじめとする建物の床構造は、基礎スラブ(通常はコンクリートスラブ)上に直接フローリング等の床仕上げ材を敷設する「直床」と、基礎スラブと床仕上げ材の間に空間を設ける「二重床」に大別される。直床は、床高を小さくすることができる反面、設備配管を基礎スラブ内に埋設することとなるため維持管理やリフォームが難しいという難点がある。   The floor structure of buildings such as single-family houses and apartment houses consists of a “straight floor” where flooring materials such as flooring are laid directly on the foundation slab (usually concrete slabs) and between the foundation slab and the floor finish. It is roughly divided into “double floors” that provide a space in the room. The direct floor can reduce the floor height, but has the disadvantage that it is difficult to maintain and renovate because the equipment piping is embedded in the foundation slab.

一方の二重床は、直床に比べて床高が大きくなるものの、軽量床衝撃音や重量床衝撃音に対する遮音効果があり、近年では集合住宅をはじめ多くの建物でこの二重床が採用されている。また二重床は、その構造形式の違いから「湿式二重床」と「乾式二重床」に分けられ、このうち乾式二重床は基礎スラブ上の空間が利用できることから設備配管の維持管理やリフォームによる配管替えも比較的容易である。   On the other hand, although the double floor has a larger floor height than the direct floor, it has a sound insulation effect against lightweight floor impact sound and heavy floor impact sound. In recent years, this double floor has been adopted in many buildings including apartment buildings. Has been. The double floors are divided into “wet double floors” and “dry double floors” due to the difference in the structure type. Of these, the dry double floors can use the space on the foundation slab, so the maintenance of the equipment piping is maintained. It is also relatively easy to change pipes by renovation.

図11は、従来の湿式二重床を示す断面図、図12は、従来の乾式二重床を示す断面図である。図11に示すように従来の湿式二重床は、基礎スラブ上にグラスウールなどの緩衝材を敷設し、さらにその上にモルタル(あるいはコンクリート)層を設け、このモルタル層の上に直接床仕上げ材を設置した構造である。湿式二重床は、床全体の重量が大きく、また緩衝材を敷設することから、乾式二重床に比べて遮音性能は高いが、モルタル層の上に直接設置するため床仕上げ材の選択幅が狭く、またモルタル打設や養生などを行うことから施工に長い時間を要し、モルタルのノロ等が緩衝材に入り込むことで遮音性能が劣化するといった難点が挙げられる。   FIG. 11 is a cross-sectional view showing a conventional wet double bed, and FIG. 12 is a cross-sectional view showing a conventional dry double bed. As shown in FIG. 11, in the conventional wet double floor, a buffer material such as glass wool is laid on a basic slab, a mortar (or concrete) layer is further provided thereon, and a floor finish directly on the mortar layer. It is the structure which installed. Wet double floors have a large floor weight and cushioning material, so they have better sound insulation performance than dry double floors. However, it requires a long time for construction because it is narrow and mortar placement and curing are performed, and the sound insulation performance deteriorates when mortar paste enters the cushioning material.

図12に示すように従来の乾式二重床は、基礎スラブ上に防振支持脚が設置され、この防振支持脚に固定された支持脚台座が床下地材を支持し、床下地材の上に床仕上げ材を設置した構造である。乾式二重床は、湿式二重床に比べて工期は短くなるが、従来の方式では床全体が軽量であるが故に遮音性能に限界があるという難点が挙げられる。   As shown in FIG. 12, the conventional dry double floor has a vibration isolation support leg installed on the foundation slab, and a support leg base fixed to the vibration isolation support leg supports the floor base material. It is a structure with floor finishing material installed on top. The dry type double floor has a shorter construction period than the wet type double floor, but the conventional method has a drawback that the sound insulation performance is limited because the entire floor is lightweight.

乾式二重床の遮音性能を向上させるには、例えば床仕上げ材の重量を大きくしその剛性を高めることが考えられるが、それに伴って床仕上げ材を支持する構造の規模も大きくなり、その結果床高も大きくなってしまう。もちろん建物としては広い室内空間の確保が望まれ、したがって床高はできるだけ小さくなるよう設計される。つまり従来の乾式二重床は、床高に制約があるため遮音性能に限界があったわけである。そこで特許文献1や特許文献2では、限られた床高の条件下でも遮音性能を向上させる技術を提案している。   In order to improve the sound insulation performance of the dry double floor, for example, it is conceivable to increase the weight of the floor finishing material and increase its rigidity, but with this, the scale of the structure that supports the floor finishing material also increases. The floor height will also increase. Of course, as a building, it is desired to secure a large indoor space, and therefore the floor height is designed to be as small as possible. In other words, the conventional dry double floor has a limit in sound insulation performance due to the restriction of the floor height. Therefore, Patent Document 1 and Patent Document 2 propose a technique for improving the sound insulation performance even under a limited floor height condition.

特開2011−214385号公報JP 2011-214385 A 特開2005−282273号公報JP 2005-282273 A

特許文献1で提案される技術は、下地板と根太を一体化させることで下地材の剛性を高め、遮音性能の向上を図る技術である。また特許文献2は、基礎スラブと床仕上げ材の間に振動吸収部材(複数の不敷布や、傾斜して設けた拡散板)を設置することで、空気層の共振音の低減を図る技術である。   The technique proposed in Patent Document 1 is a technique for improving the sound insulation performance by increasing the rigidity of the base material by integrating the base plate and the joist. Further, Patent Document 2 is a technique for reducing the resonance noise of the air layer by installing a vibration absorbing member (a plurality of non-woven cloths or an inclined diffusion plate) between the foundation slab and the floor finishing material. is there.

音を遮る物の重量を大きくすると、遮音性能の向上に特に有効であることが知られている。つまり乾式二重床の場合であれば、床構造全体の重量を大きくすることが遮音性能の向上に有効となるわけである。ところが特許文献1や特許文献2で提案される技術は、床構造全体の重量という点でみると従来の構造とそれほど変化がない。したがって、両文献の技術を採用しても、大幅な遮音性能の向上は期待できない。   It is known that increasing the weight of an object that blocks sound is particularly effective in improving sound insulation performance. That is, in the case of a dry double floor, increasing the weight of the entire floor structure is effective for improving the sound insulation performance. However, the techniques proposed in Patent Document 1 and Patent Document 2 are not so different from the conventional structure in terms of the weight of the entire floor structure. Therefore, even if the techniques of both documents are adopted, significant improvement in sound insulation performance cannot be expected.

本願発明者らは、床構造全体の重量を大きくすることで遮音性能の向上を図ることとし、従来の構造に床パネルを追加して設置することとした。例えばこの床パネルは、主に壁材として用いられる押出成形セメント板を利用することができる。押出成形セメント板のような床パネルを加えることによって従来の床構造よりも重量が大きくなり、その結果遮音性能の向上を図ることができる。   The inventors of the present application decided to improve the sound insulation performance by increasing the weight of the entire floor structure, and decided to install a floor panel in addition to the conventional structure. For example, this floor panel can utilize an extruded cement board mainly used as a wall material. By adding a floor panel such as an extruded cement board, the weight becomes larger than that of the conventional floor structure, and as a result, the sound insulation performance can be improved.

床パネルを設置するにあたっては、いくつか問題もある。床面全体を覆うためには、複数の床パネルが平面配置されることとなるが、単に設置しただけでは不安定であるうえ、隣接(対向する)する床パネルどうしが接触するため部材が欠損するおそれもある。また、床パネルを配置することでその分床高が大きくなってしまうことも考えられる。   There are several problems with installing floor panels. In order to cover the entire floor surface, multiple floor panels will be arranged in a plane, but it is unstable if simply installed, and the adjacent (opposite) floor panels are in contact with each other, so the members are missing. There is also a risk. Moreover, it is also conceivable that the floor height is increased by arranging the floor panel.

本願発明の課題は、床高を大きくすることなく遮音性能を高める技術を提供することであって、床パネルを設けるとともに、隣接する床パネルどうしが接触することなく連結され、しかも確実に安定するよう床パネルが設置された乾式二重床構造、その乾式二重床構造の構築方法、及び乾式二重床構造に用いられる連結材を提供することである。   An object of the present invention is to provide a technique for improving the sound insulation performance without increasing the floor height. In addition to providing a floor panel, adjacent floor panels are connected to each other without being in contact with each other, and are reliably stabilized. It is providing the dry double floor structure in which the floor panel was installed, the construction method of the dry double floor structure, and the connection material used for the dry double floor structure.

本願発明は、乾式二重床構造に押出成形セメント板といった床パネルを設けることとし、さらにこの床パネルを連結するとともに安定固定させるための連結材を設置する、という点に着目してなされたものであり、これまでにない発想に基づいて行われたものである。   The present invention was made by paying attention to the point that a floor panel such as an extruded cement board is provided in a dry double floor structure, and a connecting material for connecting and fixing the floor panel is installed. This is based on an unprecedented idea.

本願発明の乾式二重床構造は、基礎スラブと、支持脚、根太、床パネル、連結材を備えた構造である。支持脚は基礎スラブ上に設置され、根太は支持脚に支持される。なおこの根太は、少なくとも薄板状の頂板を有するものである。根太上に複数の床パネルが平面配置され、連結材は隣接する床パネルの間に設置される。この連結材は、支持脚を収容する収容孔と床パネル側に突出する突起部を有している。また床パネルの端部面(平面配置した際の側面のうち隣接する床パネルに対向する側面)には凹部が設けられている。隣接する床パネルが隙間を設けて配置されることで接続空間が形成され、この接続空間に連結材が設置される。このとき、連結材の突起部が床パネルの凹部に挿入される。   The dry double floor structure of the present invention is a structure including a basic slab, support legs, joists, floor panels, and connecting materials. The support legs are installed on the foundation slab, and the joists are supported by the support legs. The joists have at least a thin plate-like top plate. A plurality of floor panels are arranged in a plane on the joists, and the connecting material is installed between adjacent floor panels. The connecting member has a receiving hole for receiving the support leg and a protrusion protruding to the floor panel side. Moreover, the recessed part is provided in the edge part surface (the side surface which opposes an adjacent floor panel among the side surfaces at the time of planar arrangement | positioning) of a floor panel. A connection space is formed by arranging adjacent floor panels with a gap, and a connecting member is installed in the connection space. At this time, the protrusion of the connecting member is inserted into the recess of the floor panel.

本願発明の乾式二重床構造は、室内の壁(内壁)と床パネルの間に連結材を設置した構造とすることもできる。この場合、床パネルが室内壁との間に隙間を設けて配置されることで接続空間が形成され、この接続空間に連結材が設置される。   The dry double floor structure of the present invention may be a structure in which a connecting material is installed between an indoor wall (inner wall) and a floor panel. In this case, a connection space is formed by arranging the floor panel with a gap between the floor and the indoor wall, and a connecting material is installed in the connection space.

本願発明の乾式二重床構造は、床パネルとして押出成形セメント板を用いた構造とすることもできる。   The dry double floor structure of the present invention can also be a structure using an extruded cement board as a floor panel.

本願発明の乾式二重床構造は、溝形鋼で形成された根太と、支持脚台座を用いた構造とすることもできる。根太は、支持脚に固定された支持脚台座に載置され、根太の溝形空間(ウェブと両フランジに囲まれた領域)内に支持脚台座が収められる姿勢で、根太は配置される。   The dry double floor structure of the present invention can also be a structure using joists formed of channel steel and support leg bases. The joist is placed on a support leg pedestal fixed to the support leg, and the joist is arranged in such a posture that the support leg pedestal is accommodated in a grooved space of the joist (a region surrounded by the web and both flanges).

本願発明の乾式二重床構造は、上下に重ねられる上部連結材と下部連結材で構成される連結材を用いた構造とすることもできる。この場合、突起は下部連結材に設けられ、下部連結材が支持脚に固定されることで、突起が床パネルを押しつけるように固定することができる。   The dry double floor structure of the present invention can also be a structure using a connecting material composed of an upper connecting material and a lower connecting material that are stacked one above the other. In this case, the protrusion is provided on the lower connecting member, and the lower connecting member is fixed to the support leg, so that the protrusion can be fixed so as to press the floor panel.

本願発明の乾式二重床構造は、下部連結材に設けられた収容孔の上方に開放空間が形成された構造とすることもできる。この場合の連結材は、下部連結材と、この下部連結材上に配置される複数の上部連結材で構成され、収容孔の上方では空所を設けるように上部連結材が配置されることで、開放空間が形成される。   The dry double floor structure of the present invention may be a structure in which an open space is formed above the accommodation hole provided in the lower connecting material. The connecting material in this case is composed of a lower connecting material and a plurality of upper connecting materials arranged on the lower connecting material, and the upper connecting material is arranged so as to provide a space above the accommodation hole. An open space is formed.

本願発明の乾式二重床構造は、床下地材と床仕上げ材をさらに備えた構造とすることもできる。床下地材は平面配置された複数の床パネルの表面上に設置され、床仕上げ材は床下地材上に設置される。木質材料(木材又は木材を主原料とする合材)によって形成される床下地材は、同じく木質材料によって形成される上部連結材に釘又はビスを用いて固定される。   The dry double floor structure of the present invention may be a structure further including a floor base material and a floor finish material. The floor base material is installed on the surface of a plurality of floor panels arranged in a plane, and the floor finish material is installed on the floor base material. A floor base material formed of a wood material (wood or a composite material using wood as a main material) is fixed to an upper connecting material also formed of a wood material using nails or screws.

本願発明の乾式二重床構造の構築方法は、基礎スラブ構築工程と、支持脚設置工程、根太固定工程、床パネル載置工程、連結材設置工程、床仕上げ材設置工程を備えた方法である。基礎スラブ構築工程では、基礎スラブが構築され、支持脚設置工程では、支持脚が基礎スラブ上に設置される。根太固定工程では、薄板状の頂板を有する根太が支持脚に固定され、床パネル載置工程では、床パネルが根太上に載置される。連結材設置工程では、隣接する床パネルの間に連結材が設置され、床仕上げ材設置工程では、複数の床パネルが平面配置された表面上に床下地材及び床仕上げ材が設置される。連結材は、支持脚を収容する収容孔と、床パネル側に突出する突起部を有している。また床パネルの端部面には凹部が設けられている。隣接する床パネルが隙間を設けて配置されることで接続空間が形成され、この接続空間に連結材が設置される。このとき、連結材の突起部が床パネルの凹部に挿入される。   The construction method of the dry double floor structure of the present invention is a method comprising a basic slab construction process, a support leg installation process, a joist fixing process, a floor panel placement process, a connecting material installation process, and a floor finish material installation process. . In the foundation slab construction process, the foundation slab is constructed, and in the support leg installation process, the support legs are installed on the foundation slab. In the joist fixing step, the joist having a thin top plate is fixed to the support leg, and in the floor panel placing step, the floor panel is placed on the joist. In the connecting material installation process, a connecting material is installed between adjacent floor panels, and in the floor finishing material installation process, the floor base material and the floor finishing material are installed on the surface on which a plurality of floor panels are arranged in a plane. The connecting member has an accommodation hole for accommodating the support leg and a protrusion protruding to the floor panel side. Moreover, the recessed part is provided in the edge part surface of a floor panel. A connection space is formed by arranging adjacent floor panels with a gap, and a connecting member is installed in the connection space. At this time, the protrusion of the connecting member is inserted into the recess of the floor panel.

本願発明の連結材は、基礎スラブと、この基礎スラブ上に設置される支持脚、支持脚に固定される根太、根太上に載置される床パネルを備えた床構造に用いられるものである。本願発明の連結材は、上下に重ねられる上部連結材と下部連結材で構成され、このうち上部連結材は木質材料によって形成され、下部連結材は支持脚を収容する収容孔を有するとともに、床パネル側に突出する突起部を有している。下部連結材の突起部は、床パネルの端部面に設けられる凹部に挿入しうる形状である。   The connecting material of the present invention is used for a floor structure including a foundation slab, a support leg installed on the foundation slab, a joist fixed to the support leg, and a floor panel placed on the joist. . The connecting material of the present invention is composed of an upper connecting material and a lower connecting material that are stacked one above the other. Among these, the upper connecting material is formed of a wood material, and the lower connecting material has an accommodation hole for accommodating a support leg, and a floor. Protrusions projecting to the panel side. The protrusion of the lower connecting member has a shape that can be inserted into a recess provided on the end surface of the floor panel.

本願発明の乾式二重床構造、乾式二重床構造の構築方法、及び連結材
には、次のような効果がある。
(1)床パネルを加えたことによって乾式二重床構造全体の重量が大きくなり、その結果、軽量床衝撃音や重量床衝撃音に対する遮音性能が従来よりも向上する。
(2)乾式であるため、コンクリートやモルタルの打設〜養生が不要であり、短い工期で構築することができる。また、リニューアルでも抵抗なく採用できる。
(3)押出成形セメント板など完成品を床パネルとして用いることで、施工手間や施工期間の増大を防ぐことができる。さらに床パネルのサイズを小さくすることで、例えば一人でも運搬することができ、より作業が容易となる。
(4)根太を、少なくとも薄板状の頂板を有するものとしたことから、根太が床高に影響することがなく、床パネルを設置したとしても床高の増大を抑えることができる。
(5)隣接する床パネルの間に連結材を設置することで、床パネルが堅固に連結されるとともに、双方の接触による部材損傷を防止することができる。
(6)連結材の突起部が床パネルの凹部に挿入されることで、床パネルが堅固に固定され、この結果、床パネルによって押さえつけられる根太もぐらつくことなく安定する。
(7)連結材を上部連結材と下部連結材の構成とし、さらに上部連結材を木質材料によって形成することで、床下地材を釘やビスで固定することができる。さらに、床下地材を合板等とすることができるため、床仕上げ材に制約がなく選択の幅が広がる。
The dry double floor structure, the construction method of the dry double floor structure, and the connecting material of the present invention have the following effects.
(1) The weight of the entire dry double floor structure is increased by adding the floor panel, and as a result, the sound insulation performance against the light floor impact sound and the heavy floor impact sound is improved as compared with the conventional one.
(2) Since it is a dry type, it is not necessary to place or cure concrete or mortar and can be constructed in a short construction period. In addition, it can be adopted without resistance even during renewal.
(3) By using a finished product such as an extrusion-molded cement board as a floor panel, it is possible to prevent an increase in construction labor and construction period. Further, by reducing the size of the floor panel, for example, even one person can be transported, and the work becomes easier.
(4) Since the joist has at least a thin plate-like top plate, the joist does not affect the floor height, and even if a floor panel is installed, an increase in the floor height can be suppressed.
(5) By installing a connecting material between adjacent floor panels, the floor panels can be firmly connected, and member damage due to both contact can be prevented.
(6) The projection of the connecting member is inserted into the recess of the floor panel, so that the floor panel is firmly fixed, and as a result, the joist pressed by the floor panel is stabilized without wobbling.
(7) The floor base material can be fixed with a nail or a screw by forming the connecting material as an upper connecting material and a lower connecting material, and further forming the upper connecting material from a wood material. Further, since the floor base material can be plywood or the like, the floor finishing material is not restricted and the range of selection is widened.

本願発明の乾式二重床構造を示す部分断面図。The fragmentary sectional view which shows the dry-type double floor structure of this invention. (a)は基礎スラブと支持脚を設置した状態を示すステップ図、(b)は根太を設置した状態を示すステップ図、(c)は左側の床パネルを設置した状態を示すステップ図、(d)は連結材を設置した状態を示すステップ図、(e)は右側の床パネルを設置した状態を示すステップ図、(f)は床下地材と床仕上げ材を設置した状態を示すステップ図。(A) is a step diagram showing a state in which a foundation slab and support legs are installed, (b) is a step diagram in which a joist is installed, (c) is a step diagram in which a left floor panel is installed, d) is a step diagram showing a state where the connecting material is installed, (e) is a step diagram showing a state where the right floor panel is installed, and (f) is a step diagram showing a state where the floor base material and the floor finish material are installed. . (a)は内壁に囲まれた室内に設置した支持脚と根太を示す平面図、(b)は室内に設置した連結材を示す平面図、(c)は室内に設置した床パネルを示す平面図。(A) is a plan view showing support legs and joists installed in a room surrounded by an inner wall, (b) is a plan view showing connecting members installed in the room, and (c) is a plane showing floor panels installed in the room. Figure. (a)は支持脚台座上に設置された溝形鋼の根太を示す部分断面図、(b)は支持脚台座上に設置された平鋼の根太を示す部分断面図。(A) is a fragmentary sectional view which shows the joist of the channel steel installed on the support leg base, (b) is a partial sectional view which shows the joist of the flat steel installed on the support leg base. (a)は押出成形セメント板を用いた床パネルの断面図、(b)は根太上に設置された床パネルを示す平面図。(A) is sectional drawing of the floor panel using an extrusion-molded cement board, (b) is a top view which shows the floor panel installed in joist. (a)は連結材をY軸方向に見た断面図、(b)は根太上に設置された上部連結材と下部連結材をX軸方向に見た断面図。(A) is sectional drawing which looked at the connection material in the Y-axis direction, (b) is sectional drawing which looked at the upper connection material and lower connection material installed in joist on the X-axis direction. (a)は両側に2つずつの突起部を設けた連結材を示す断面図、(b)は一方側に1つの突起部、他方側に2つの突起部を設けた連結材を示す断面図。(A) is sectional drawing which shows the connection material which provided two projection parts on both sides, (b) is sectional drawing which shows the connection material which provided one projection part on the one side, and two projection parts on the other side . 内壁付近に構築される本願発明の乾式二重床構造を示す部分断面図。The fragmentary sectional view which shows the dry type double floor structure of this invention constructed | assembled near an inner wall. 本願発明の乾式二重床構造の構築方法の主な工程の流れを示すフロー図。The flowchart which shows the flow of the main processes of the construction method of the dry-type double floor structure of this invention. 本願発明の乾式二重床構造と従来構造の遮音効果を比較するグラフ図。The graph which compares the sound insulation effect of the dry type double floor structure of this invention, and a conventional structure. 従来の湿式二重床を示す断面図。Sectional drawing which shows the conventional wet double bed. 従来の乾式二重床を示す断面図。Sectional drawing which shows the conventional dry-type double floor.

本願発明の乾式二重床構造、乾式二重床構造の構築方法、及び連結材の実施形態の一例を、図に基づいて説明する。   An example of embodiments of the dry double floor structure, the dry double floor structure construction method, and the connecting material according to the present invention will be described with reference to the drawings.

1.乾式二重床構造、及び連結材
はじめに、本願発明の乾式二重床構造とこの構造に用いる連結材について説明する。図1に示すように本願発明の乾式二重床構造は、おもに基礎スラブ100と、根太200、床パネル300によって構成され、その上部に床下地材400と床仕上げ材500が設置される。基礎スラブ100は、乾式二重床構造の荷重を支えるものであり、例えば盤状のコンクリート体である。根太200は、少なくとも薄板状の頂板を有するもので、断面寸法に比して長さ寸法が著しく大きい部材(以下、ここでは「長尺部材」という。)である。また床パネル300は板状の部材であり、工場等で製作されたものを利用するとよい。そして床下地材400は木製板や合板、パーティクルボードからなる板材であり、床仕上げ材500にはフローリングやカーペットなどが用いられる。
1. Dry double floor structure and connecting material First, the dry double floor structure of the present invention and the connecting material used in this structure will be described. As shown in FIG. 1, the dry double floor structure of the present invention is mainly composed of a basic slab 100, a joist 200, and a floor panel 300, and a floor base material 400 and a floor finishing material 500 are installed thereon. The foundation slab 100 supports the load of the dry double floor structure, and is a board-like concrete body, for example. The joist 200 has at least a thin plate-like top plate, and is a member having a remarkably large length dimension (hereinafter, referred to as “long member”) as compared with a cross-sectional dimension. The floor panel 300 is a plate-like member, and it is preferable to use a floor panel manufactured by a factory or the like. The floor base material 400 is a board made of wooden board, plywood or particle board, and the floor finish 500 is made of flooring or carpet.

根太200は、基礎スラブ100の上に設置された支持脚600によって支持される。具体的には、支持脚600に固定された支持脚台座700が根太200を受けて支える。そして床パネル300は根太200によって支持され、この床パネル300が床下地材400と床仕上げ材500を支える。また、隣接する床パネル300a(図1では左側)と床パネル300b(図1では右側)の間に隙間(以下、「接続空間」という。)が設けられるように両者は配置され、この接続空間に連結材800が設置される。なお図1に示す連結材800は、上部連結材810と下部連結材820の2段構成であるが、後述するように上下に分離しない一体型とすることもできる。   The joist 200 is supported by support legs 600 installed on the foundation slab 100. Specifically, the support leg base 700 fixed to the support leg 600 receives and supports the joist 200. The floor panel 300 is supported by the joists 200, and the floor panel 300 supports the floor base material 400 and the floor finishing material 500. Further, both are arranged so that a gap (hereinafter referred to as “connection space”) is provided between the adjacent floor panel 300a (left side in FIG. 1) and the floor panel 300b (right side in FIG. 1). The connecting member 800 is installed. The connecting member 800 shown in FIG. 1 has a two-stage structure of an upper connecting member 810 and a lower connecting member 820. However, as will be described later, the connecting member 800 may be an integrated type that does not separate vertically.

以下、本願発明の乾式二重床構造を構成する主要な要素について、概ね設置する順に沿って詳しく説明する。   Hereinafter, main elements constituting the dry double floor structure of the present invention will be described in detail along the order of installation.

図2は、本願発明の乾式二重床構造を構築する順を示すステップ図であり、(a)は基礎スラブ100と支持脚600を設置した状態、(b)は根太200を設置した状態、(c)は左側の床パネル300aを設置した状態、(d)は連結材800を設置した状態、(e)は右側の床パネル300bを設置した状態、(f)は床下地材400と床仕上げ材500を設置した状態をそれぞれ示している。   FIG. 2 is a step diagram showing the order of constructing the dry double floor structure of the present invention, where (a) shows a state in which a foundation slab 100 and support legs 600 are installed, and (b) shows a state in which joists 200 are installed, (C) is the state where the left floor panel 300a is installed, (d) is the state where the connecting member 800 is installed, (e) is the state where the right floor panel 300b is installed, and (f) is the floor base material 400 and the floor. The state which installed the finishing material 500 is each shown.

(基礎スラブと支持脚)
図2(a)に示すように、はじめに場所打ちコンクリート等により基礎スラブ100が構築され、その上に支持脚600が設置される。この支持脚600は、対象とする床面積に応じた数が用意され、あらかじめ定めた間隔を開けて配置される。図3は、内壁900に囲まれた室内に構築される乾式二重床構造を段階的に示す平面図であり、(a)は支持脚600と根太200を設置した状態、(b)は連結材800を設置した状態、(c)は床パネル300を設置した状態をそれぞれ示している。なお図3に示すように、便宜上室内に直交する2軸を配置し、一方をX軸(図では左右方向)、X軸に直交する軸をY軸(図では上下方向)として説明する。この図では、X軸方向に間隔を開けて6個の支持脚600が配置され、この6個一列の支持脚600がY軸方向に間隔を開けて7列配置されている。
(Basic slab and support legs)
As shown to Fig.2 (a), the foundation slab 100 is first constructed by cast-in-place concrete etc., and the support leg 600 is installed on it. The support legs 600 are prepared in a number corresponding to the target floor area, and are arranged at predetermined intervals. FIGS. 3A and 3B are plan views showing in stages a dry double floor structure built in a room surrounded by the inner wall 900, where FIG. 3A shows a state where the support legs 600 and joists 200 are installed, and FIG. A state in which the material 800 is installed, and (c) shows a state in which the floor panel 300 is installed. As shown in FIG. 3, for the sake of convenience, two orthogonal axes are arranged in the room, one of which is the X axis (left and right in the figure), and the other axis orthogonal to the X axis is the Y axis (up and down in the figure). In this figure, six support legs 600 are arranged at intervals in the X-axis direction, and seven rows of these six support legs 600 are arranged at intervals in the Y-axis direction.

本願発明の乾式二重床構造の遮音性能をさらに向上させるため、支持脚600は防振支持脚とするのが望ましい。防振支持脚は、図2(a)に示すように、台座610と、この台座610に立設される支持柱620でおもに構成される。この台座610は、防振ゴムなど防振性部材で形成されるものである。また支持柱620の中段には、中空筒状の本体と外側に突出するフランジからなるストッパ630が取り付けられる。そしてこのストッパ630を中に埋め込むことで、支持脚台座700はストッパ630に固定される。なお、支持柱620の外周に凸形のネジ(いわゆる「雄ネジ」)を設けるとともに頂部に「プラス(+)溝」あるいは「マイナス(−)溝」を設け、さらにストッパ630の本体の内側に凹形のネジ(いわゆる「雌ネジ」)を設けると、ドライバ等をプラス溝(マイナス溝)に差し込んで回すことで支持脚台座700を上下させることができ、すなわち支持脚台座700の高さ調整が可能となってより好適となる。個々の支持脚台座700の高さ調整を行うことによって、根太200や床パネル300を水平に設置することができるわけである。支持脚台座700は、木材又は木材を主原料とする合材(以下、「木質材料」という。)を用いたものとするとよい。   In order to further improve the sound insulation performance of the dry double floor structure of the present invention, it is desirable that the support leg 600 be an anti-vibration support leg. As shown in FIG. 2A, the anti-vibration support leg mainly includes a pedestal 610 and a support column 620 erected on the pedestal 610. The pedestal 610 is formed of a vibration-proof member such as a vibration-proof rubber. Further, a stopper 630 including a hollow cylindrical main body and a flange protruding outward is attached to the middle stage of the support column 620. The support leg base 700 is fixed to the stopper 630 by embedding the stopper 630 therein. In addition, a convex screw (so-called “male screw”) is provided on the outer periphery of the support column 620, a “plus (+) groove” or a “minus (−) groove” is provided on the top, and further inside the main body of the stopper 630. When a concave screw (so-called “female screw”) is provided, the support leg base 700 can be moved up and down by inserting a driver or the like into the plus groove (minus groove) and turning it, that is, adjusting the height of the support leg base 700. Is possible and more suitable. By adjusting the height of each support leg base 700, the joist 200 and the floor panel 300 can be installed horizontally. The support leg pedestal 700 may be made of wood or a composite material mainly made of wood (hereinafter referred to as “woody material”).

(根太)
所定位置に所定数の支持脚600が設置されると、図2(b)に示すように支持脚台座700上に根太200が設置される。根太200は既述のとおり長尺部材であり、複数の根太200が図3(a)に示すX軸方向に向いて並べられる。また支持脚600上で支持される根太200は、当然ながら支持脚600が配列された位置に合わせて配置され、例えば図3(a)では支持脚600に合わせて7列の根太200が設置される。
(Jota)
When a predetermined number of support legs 600 are installed at predetermined positions, the joists 200 are installed on the support leg base 700 as shown in FIG. The joist 200 is a long member as described above, and a plurality of joists 200 are arranged in the X-axis direction shown in FIG. Further, the joists 200 supported on the support legs 600 are naturally arranged in accordance with the positions where the support legs 600 are arranged. For example, in FIG. 3A, seven rows of joists 200 are installed in accordance with the support legs 600. The

図4は、支持脚台座700上に設置された根太200を示す部分断面図であり、(a)は溝形鋼の根太200を、(b)は平鋼の根太200を示している。例えば根太200は、図4(a)に示すように頂板210(ウェブ)と2つの側板220(フランジ)からなる溝形鋼を用いることができる。そして、頂板210と2つの側板220に囲まれた領域(図4(a)のうち破線で示す領域で、以下、「溝形空間」という。)内に支持脚台座700を収容するように根太200を配置する。すなわち、頂板210の内側面(裏面)が支持脚台座700の上面に当接する姿勢で、根太200を設置する。根太200をこのような姿勢で設置することで、根太200による床高の増大をなくしている(厳密には、床高の増大を頂板210の肉厚分に留めている)わけである。   FIG. 4 is a partial cross-sectional view showing the joist 200 installed on the support leg pedestal 700, where (a) shows the joist 200 made of channel steel, and (b) shows the joist 200 made of flat steel. For example, as shown in FIG. 4A, the joist 200 can use a groove steel made of a top plate 210 (web) and two side plates 220 (flange). Then, the joist so as to accommodate the supporting leg base 700 in the area surrounded by the top plate 210 and the two side plates 220 (the area indicated by the broken line in FIG. 4A and hereinafter referred to as “groove-shaped space”). 200 is arranged. That is, the joists 200 are installed in such a posture that the inner side surface (back surface) of the top plate 210 is in contact with the upper surface of the support leg base 700. By installing the joist 200 in such a posture, an increase in the floor height due to the joist 200 is eliminated (strictly, the increase in the floor height is limited to the thickness of the top plate 210).

根太200は床パネル300を載置するものであり、したがって床パネル300を支えることができれば図4(b)に示すように平鋼(フラットバー)の根太200とすることもできる。ただし平鋼は溝形鋼に比して構造的に脆弱であるため、上載荷重などを十分検討したうえで採用できるケースを見極めるとよい。なお、根太200は、溝形鋼や平鋼など鋼材を用いるほか、合成樹脂や木質材料を利用したものとすることもできるが、この場合も上載荷重などを十分検討したうえで採用することとなる。   The joist 200 is for placing the floor panel 300. Therefore, if the floor panel 300 can be supported, the joist 200 can be a flat bar joist 200 as shown in FIG. However, since flat steel is structurally fragile compared to channel steel, it is advisable to determine the cases that can be adopted after careful consideration of the loading load. The joist 200 may be made of steel such as grooved steel or flat steel, but may also be made of synthetic resin or woody material. Become.

(床パネル)
支持脚台座700上に根太200が設置されると、根太200上に床パネル300が設置されるとともに、隣接する床パネル300間に連結材800が設置される。なお1つの床パネル300の大きさは、対象とする床面積に対して十分小さいことから、図3(c)に示すように、複数(図では30枚)の床パネル300が用意され、床を敷き詰めるように平面配置される。
(Floor panel)
When the joist 200 is installed on the support leg base 700, the floor panel 300 is installed on the joist 200 and the connecting member 800 is installed between the adjacent floor panels 300. Since the size of one floor panel 300 is sufficiently small with respect to the target floor area, a plurality of (30 in the figure) floor panels 300 are prepared as shown in FIG. It is arranged in a plane so as to spread.

図5は、押出成形セメント板を用いた床パネル300の詳細を示す図であり、(a)は床パネル300の断面図、(b)は根太200上に設置された床パネル300を示す平面図である。本願発明の乾式二重床構造の遮音性能をさらに向上させるためには、既述のとおり構造全体の重量を増大すると効果があり、したがって床パネル300も押出成形セメント板など相当の重量を有するものが適している。もちろん押出成形セメント板に限らず、プレキャストのコンクリート板や、鋼製板、あるいは合成樹脂や木質材料からなる板材を状況に応じて採用することもできる。   FIG. 5 is a diagram showing details of the floor panel 300 using an extruded cement board, where (a) is a sectional view of the floor panel 300, and (b) is a plane showing the floor panel 300 installed on the joist 200. FIG. In order to further improve the sound insulation performance of the dry double floor structure of the present invention, it is effective to increase the weight of the entire structure as described above. Therefore, the floor panel 300 also has a considerable weight such as an extruded cement board. Is suitable. Of course, it is not limited to an extruded cement board, and a precast concrete board, a steel board, or a board made of a synthetic resin or a wood material may be used depending on the situation.

押出成形セメント板は、図5(a)に示すように内部に空洞310を備え、他面よりも上下面が著しく広い6面体(直方体)形状のものが一般的である。そして、本願発明の乾式二重床構造に用いる場合、床パネル300の4側面(上下面を除く面)のうち、隣接する床パネル300と対向する側面(以下、「端部面」という。)には、凹部320が設けられる。図5(a)に示す床パネル300では、左右の側面が端部面となり、この面に凹部320が設けられている。   As shown in FIG. 5 (a), an extruded cement board generally has a hexahedron (cuboid) shape having a cavity 310 inside and a significantly larger upper and lower surface than the other surface. And when using it for the dry double floor structure of this invention, the side surface (henceforth "end part surface") which opposes the adjacent floor panel 300 among the four side surfaces (surface except an up-and-down surface) of the floor panel 300. Is provided with a recess 320. In the floor panel 300 shown in FIG. 5 (a), the left and right side surfaces are end surfaces, and concave portions 320 are provided on these surfaces.

図5(b)に示すように床パネル300は、2本の根太200(図では上下の根太200)の間に架け渡され、4側面のうち端部面でない側面(以下、「係止面」という。)側の端部が根太200上に載置される。言い換えれば、床パネル300のうち両側の係止面側の端部が、根太200上に係止されることによって、床パネル300は支持される。このとき、接続空間が形成されるよう、隣接する床パネル300間(対向する端部面間)には隙間が設けられるように配置される。   As shown in FIG. 5B, the floor panel 300 is bridged between two joists 200 (upper and lower joists 200 in the figure), and is a side surface that is not an end surface of the four side surfaces (hereinafter referred to as “locking surface”). The end portion on the side is placed on the joist 200. In other words, the floor panel 300 is supported by the ends of the floor panel 300 on the locking surfaces on both sides being locked on the joists 200. At this time, it arrange | positions so that a clearance gap may be provided between the adjacent floor panels 300 (between opposing end surface) so that a connection space may be formed.

(連結材)
連結材800は、図3(b)に示すように根太200と同様長尺部材であり、根太200の配置方向(X軸方向)に直交する方向(Y軸方向)に向けて並べられる。なお図1からも分かるように、図3(b)において根太200と連結材800が交差する位置に支持脚600は設置されている。
(Connecting material)
As shown in FIG. 3B, the connecting member 800 is a long member similar to the joist 200, and is arranged in a direction (Y-axis direction) orthogonal to the arrangement direction (X-axis direction) of the joist 200. As can be seen from FIG. 1, the support leg 600 is installed at a position where the joist 200 and the connecting member 800 intersect in FIG.

図6は、連結材800を説明するための図であり、(a)は連結材800の断面図、(b)は根太200上に設置された上部連結材810と下部連結材820を示す断面図である。なお、図6(a)は、図3のY軸方向に見た断面図であり、図6(b)は、図3のX軸方向に見た断面図である。   6A and 6B are diagrams for explaining the connecting member 800, where FIG. 6A is a cross-sectional view of the connecting member 800, and FIG. 6B is a cross-sectional view illustrating the upper connecting member 810 and the lower connecting member 820 installed on the joists 200. FIG. 6A is a cross-sectional view as viewed in the Y-axis direction of FIG. 3, and FIG. 6B is a cross-sectional view as viewed in the X-axis direction of FIG.

図6(a)に示すように連結材800は、上部連結材810と下部連結材820からなる上下2段の構成とすることができる。このうち下部連結材820には、支持脚600(特に支持柱620)を収容することができる収容孔830が設けられ、さらに側面には突起部840が設けられている。図1に示すように、支持脚600の支持柱620が下方から収容孔830内を貫通するまで挿通され、下部連結材820の上面で支圧板とナットによって締め付けられる。つまり下部連結材820は、上面側から支圧板とナットで、下面側から根太200で挟まれることによって堅固に固定されるわけである。したがって支圧板は、収容孔830の断面よりもやや大きな形状とする必要がある。   As shown in FIG. 6A, the connecting member 800 can have a two-stage configuration including an upper connecting member 810 and a lower connecting member 820. Of these, the lower connecting member 820 is provided with a receiving hole 830 that can receive the support leg 600 (particularly, the support column 620), and further has a protrusion 840 on the side surface. As shown in FIG. 1, the support column 620 of the support leg 600 is inserted from below until it passes through the accommodation hole 830, and is tightened by the bearing plate and the nut on the upper surface of the lower connecting member 820. That is, the lower connecting member 820 is firmly fixed by being sandwiched between the bearing plate and the nut from the upper surface side and the joist 200 from the lower surface side. Therefore, the bearing plate needs to have a shape slightly larger than the cross section of the accommodation hole 830.

既述のとおり連結材800は、隣接する床パネル300間に形成される接続空間に設置される。接続空間では、隣接する床パネル300双方の端部面が対向しており、すなわち端部面に設けられる凹部320が向かい合っている。そして連結材800が接続空間に設置される際、その突起部840が凹部320内に挿入される。図1でも、連結材800が接続空間に設置されるとともに、連結材800の左右に設けられる突起部840が左右に隣接する床パネル300の凹部320内に挿入されている状態を示している。したがって突起部840は、床パネル300側に突出する形状であって、凹部320内に挿入可能な形状とされる。さらに、突起部840が凹部320内に挿入されたとき、突起部840の下面が凹部320の一部面(水平面)と接触するような位置に、突起部840を設けるとよい。これにより、下部連結材820の上面が支圧板とナットによって締め付けられると突起部840が凹部320を押し付けることとなり、結果的に連結材800が左右に隣接する床パネル300を連結するとともに、これらを堅固に固定することができるわけである。   As described above, the connecting member 800 is installed in a connection space formed between adjacent floor panels 300. In the connection space, both end surfaces of the adjacent floor panels 300 face each other, that is, the concave portions 320 provided on the end surfaces face each other. When the connecting member 800 is installed in the connection space, the projection 840 is inserted into the recess 320. FIG. 1 also shows a state in which the connecting member 800 is installed in the connection space, and the protrusions 840 provided on the left and right sides of the connecting member 800 are inserted into the recesses 320 of the floor panel 300 adjacent to the left and right. Accordingly, the protruding portion 840 has a shape that protrudes toward the floor panel 300 and can be inserted into the recess 320. Furthermore, the protrusion 840 may be provided at a position where the lower surface of the protrusion 840 comes into contact with a partial surface (horizontal plane) of the recess 320 when the protrusion 840 is inserted into the recess 320. As a result, when the upper surface of the lower connecting member 820 is tightened by the bearing plate and the nut, the projection 840 presses the recess 320, and as a result, the connecting member 800 connects the floor panels 300 adjacent to the left and right, It can be firmly fixed.

突起部840を凹部320内に挿入させながら、連結材800を接続空間に設置するには、まず図2(c)に示すように左側の床パネル300aを根太200上に設置する。次いで図2(d)に示すように、左側の床パネル300aの凹部320内に左側の突起部840を挿入させながら下部連結材820を接続空間に設置し、支圧板とナットで締め付ける。このとき、上部連結材810がないため下部連結材820の上方は開放されており、下部連結材820の上面を支圧板とナットで締め付ける作業が極めて容易となる。そして図2(e)に示すように、右側の床パネル300bの凹部320内に右側の突起部840が挿入されるように右側の床パネル300bを設置し、その後下部連結材820の上方に上部連結材810を設置する。なお現場の状況によっては、先に連結材800を設置したうえで左右の床パネル300を設置することもできるし、連結材800の形状によっては、左右の床パネル300を設置したうえで連結材800を設置することもできる。   In order to install the connecting member 800 in the connection space while inserting the protrusion 840 into the recess 320, first, the left floor panel 300a is placed on the joist 200 as shown in FIG. Next, as shown in FIG. 2D, the lower connecting member 820 is installed in the connection space while the left protrusion 840 is inserted into the recess 320 of the left floor panel 300a, and tightened with a bearing plate and a nut. At this time, since there is no upper connecting member 810, the upper portion of the lower connecting member 820 is opened, and the work of tightening the upper surface of the lower connecting member 820 with a bearing plate and a nut becomes extremely easy. Then, as shown in FIG. 2E, the right floor panel 300b is installed so that the right protrusion 840 is inserted into the recess 320 of the right floor panel 300b, and then the upper portion above the lower connecting member 820. A connecting member 810 is installed. Depending on the situation of the site, the left and right floor panels 300 can be installed after the connecting material 800 is installed first, and depending on the shape of the connecting material 800, the left and right floor panels 300 are installed and then the connecting material. 800 can also be installed.

図1や図2に示す上部連結材810には、支持脚600(特に支持柱620)の頭部を収容するための空洞が設けられているが、図6(b)に示す開放空間を形成することでこの空洞を省略することもできる。この開放空間について、以下説明する。図3(b)ではX軸方向に6列の連結材800が並べられているが、1列の連結材800を構成する上部連結材810を複数に分ける。そして、それぞれ分割された上部連結材810は下部連結材820上に並べられるが、図6(b)に示すように支持脚600が設置されている箇所だけは空所を設けるよう配置される。その結果、支持脚600の設置箇所には、下部連結材820のみ配置され、その上部には開放空間が形成されるわけである。これにより、上部連結材810に空洞を設けることなく支持脚600頭部を収めることができるうえ、調整のため事後的に支圧板とナットの締め付け作業を行うことができる。なお、図3(b)に示す1列の連結材800が十分長い場合などは、下部連結材820を複数に分割してもよい。   The upper connecting member 810 shown in FIGS. 1 and 2 is provided with a cavity for accommodating the head of the support leg 600 (particularly, the support column 620), but forms an open space shown in FIG. 6B. By doing so, this cavity can be omitted. This open space will be described below. In FIG. 3B, six rows of connecting members 800 are arranged in the X-axis direction, but the upper connecting members 810 constituting one row of the connecting members 800 are divided into a plurality. Then, the divided upper connecting members 810 are arranged on the lower connecting member 820, but as shown in FIG. 6B, only the portions where the support legs 600 are installed are arranged so as to provide voids. As a result, only the lower connecting member 820 is disposed at the place where the support leg 600 is installed, and an open space is formed in the upper part. As a result, the head portion of the support leg 600 can be accommodated without providing a cavity in the upper connecting member 810, and the support plate and nut can be tightened later for adjustment. In addition, when one row of connecting members 800 shown in FIG. 3B is sufficiently long, the lower connecting member 820 may be divided into a plurality of parts.

ここまで説明した連結材800は、左右に1つずつ突起部840を設けていたが、これに限らず片側に2つの突起部840を設けるなど様々な連結材800を利用することができる。図7は、種々の連結材800を示す断面図であり、(a)は両側に2つずつの突起部840を設けた連結材800を、(b)は一方側に1つの突起部840を設け他方側に2つの突起部840を設けた連結材800を、それぞれ示している。なお、図7(a)、図7(b)ともに、上下に分かれない一体型の連結材800である。   Although the connecting member 800 described so far has provided the protruding portions 840 on the left and right, various connecting members 800 such as two protruding portions 840 on one side can be used. 7A and 7B are cross-sectional views showing various connecting members 800, wherein FIG. 7A shows a connecting member 800 provided with two protrusions 840 on both sides, and FIG. 7B shows one protrusion 840 on one side. Each of the connecting members 800 provided with two protrusions 840 on the other side is shown. Note that both FIG. 7A and FIG. 7B show an integrated connecting member 800 that is not divided into upper and lower parts.

図7(a)に示す連結材800のように、左右両側に上下2つずつの突起部840を設けた場合、左側に配置される床パネル300aの端部面には上下2箇所に凹部320が設けられ、右側に配置される床パネル300bの端部面にもやはり上下2箇所に凹部320が設けられる。これにより、左右4つの突起部840はそれぞれ凹部320に挿入される。 一方、図7(b)に示す連結材800のように、左側に上下2つの突起部840を設け、右側には中段に1つの突起部840を設けた場合、左側に配置される床パネル300aの端部面には上下2箇所に凹部320が設けられ、右側に配置される床パネル300bの端部面には中段に1箇所だけ凹部320が設けられる。これにより、左右3つの突起部840はそれぞれ凹部320に挿入される。   When two protrusions 840 are provided on each of the left and right sides as in the connecting member 800 shown in FIG. 7A, the recesses 320 are formed at two upper and lower portions on the end surface of the floor panel 300a disposed on the left side. Are provided on the right side of the floor panel 300b arranged on the right side. As a result, the four left and right projections 840 are inserted into the recesses 320, respectively. On the other hand, when the upper and lower two protrusions 840 are provided on the left side and one protrusion 840 is provided on the right side as in the connecting member 800 shown in FIG. 7B, the floor panel 300a disposed on the left side is provided. Concave portions 320 are provided at two upper and lower portions on the end surface of the floor portion, and only one concave portion 320 is provided at the middle portion on the end portion surface of the floor panel 300b disposed on the right side. As a result, the three left and right projections 840 are inserted into the recesses 320, respectively.

(床下地材と床仕上げ材)
床パネル300と連結材800が設置されると、図2(f)に示すように、床パネル300上に床下地材400が敷設され、さらに床下地材400の上面に床仕上げ材500が設置される。このとき、床下地材400を合板等の木質材料とすると、床仕上げ材500の設置に制約がなく、その結果選択できる床仕上げ材500の幅が広がって好適となる。この場合、床下地材400は釘やビスで打付けて固定することができるが、床パネル300を押出成形セメント板とすると、釘やビスでの固定は難しい。そこで木質材料からなる上部連結材810を利用する。すなわち上部連結材810と床下地材400がともに木質材料からなるものであるから、上部連結材810と重なる箇所で、床下地材400を釘やビスで打付けるわけである。
(Floor base material and floor finish material)
When the floor panel 300 and the connecting member 800 are installed, as shown in FIG. 2 (f), the floor base material 400 is laid on the floor panel 300, and the floor finishing material 500 is further installed on the upper surface of the floor base material 400. Is done. At this time, if the floor base material 400 is made of a woody material such as plywood, there is no restriction on the installation of the floor finishing material 500, and as a result, the width of the floor finishing material 500 that can be selected widens and becomes suitable. In this case, the floor base material 400 can be fixed by hitting with a nail or a screw. However, if the floor panel 300 is an extruded cement board, it is difficult to fix it with a nail or a screw. Therefore, an upper connecting member 810 made of a wood material is used. That is, since the upper connecting material 810 and the floor base material 400 are both made of a wood material, the floor base material 400 is hit with a nail or a screw at a location overlapping the upper connecting material 810.

(内壁側の構造)
ここまで、隣接する床パネル300の間に形成される接続空間に、連結材800が設置されるケースについて説明してきたが、本願発明の乾式二重床構造は、内壁900と床パネル300の間に形成される接続空間に、連結材800を設置する構造とすることもできる。図3(b)や図3(c)に示すように、最も内壁900に近付いて設置される床パネル300と、その床パネル300が対向する内壁900との間には接続空間が形成されるよう当該床パネル300は配置され、この接続空間に連結材800が設置される。このケースでは、一部の連結材800(図3(c)に示す最上列と最下列)が根太200と略平行(平行含む)に配置される。
(Inner wall side structure)
So far, the case where the connecting member 800 is installed in the connection space formed between the adjacent floor panels 300 has been described. However, the dry double floor structure of the present invention has a structure between the inner wall 900 and the floor panel 300. It is also possible to adopt a structure in which the connecting member 800 is installed in the connection space formed in the above. As shown in FIG. 3B and FIG. 3C, a connection space is formed between the floor panel 300 that is installed closest to the inner wall 900 and the inner wall 900 that the floor panel 300 faces. Thus, the floor panel 300 is arranged, and the connecting member 800 is installed in this connection space. In this case, some of the connecting members 800 (the uppermost row and the lowermost row shown in FIG. 3C) are arranged substantially parallel (including in parallel) with the joists 200.

図8は、内壁900付近に構築される本願発明の乾式二重床構造を示す部分断面図である。この図に示すように、床パネル300の側面のうち内壁900に対向する側面が端部面となり、この端部面に凹部320が設けられる。床パネル300の端部面と内壁900の間に接続空間が形成され、この接続空間に連結材800が設置され、しかも突起部840が凹部320内に挿入される。   FIG. 8 is a partial cross-sectional view showing the dry double floor structure of the present invention constructed near the inner wall 900. As shown in this figure, of the side surfaces of the floor panel 300, the side surface facing the inner wall 900 is an end surface, and a recess 320 is provided on this end surface. A connection space is formed between the end surface of the floor panel 300 and the inner wall 900, the connecting member 800 is installed in the connection space, and the protrusion 840 is inserted into the recess 320.

2.乾式二重床構造の構築方法
次に、本願発明の乾式二重床構造の構築方法について説明する。なお、本願発明の乾式二重床構造の構築方法は、ここまで説明してきた乾式二重床構造を構築する方法であり、したがって「1.乾式二重床構造、及び連結材」と重複する内容の説明は避け、乾式二重床構造の構築方法に特有の内容のみ説明することとする。すなわち、ここに記載されていない内容は、「1.乾式二重床構造、及び連結材」で記載したものと同様である。
2. Next, the construction method of the dry double floor structure of the present invention will be described. In addition, the construction method of the dry double floor structure of the present invention is a method of constructing the dry double floor structure described so far, and therefore, the contents overlapping with “1. Dry double floor structure and connecting material”. Only the contents specific to the construction method of the dry double floor structure will be explained. That is, the contents not described here are the same as those described in “1. Dry double floor structure and connecting material”.

図9は、本願発明の乾式二重床構造の構築方法の主な工程の流れを示すフロー図である。この図にしたがって、本願発明の乾式二重床構造の構築方法について説明する。はじめに場所打ちコンクリート等により基礎スラブ100を構築する(Step10:基礎スラブ構築工程)。次に基礎スラブ100上に、所定の配置で複数の支持脚600を設置する(Step20:支持脚設置工程)。支持脚600の設置後、この支持脚600に支持させるように根太200を固定する(Step30:根太固定工程)。このとき、支持脚600に取り付けられた支持脚台座700の上面に根太200を載置し、根太200上に設置した下部連結材820の上面を支圧板とナットで締め付けることによって根太200を固定するとよい。   FIG. 9 is a flowchart showing the flow of the main steps of the construction method of the dry double floor structure of the present invention. The construction method of the dry double floor structure of the present invention will be described with reference to this figure. First, the foundation slab 100 is constructed by cast-in-place concrete or the like (Step 10: foundation slab construction process). Next, a plurality of support legs 600 are installed on the foundation slab 100 in a predetermined arrangement (Step 20: support leg installation process). After the support leg 600 is installed, the joist 200 is fixed so as to be supported by the support leg 600 (Step 30: joist fixing process). At this time, the joist 200 is placed on the upper surface of the support leg base 700 attached to the support leg 600, and the joist 200 is fixed by tightening the upper surface of the lower connecting member 820 installed on the joist 200 with a bearing plate and a nut. Good.

根太200が固定できると、この根太200上に床パネル300を載置し(Step40:床パネル載置工程)、隣接する床パネル300の間(接続空間)に連結材800を設置する(Step50:連結材設置工程)。このとき、図2に示すように一方(例えば左側)の床パネル300aを載置した後に連結材800を設置し、その後に他方(例えば右側)の床パネル300bを載置してもよい。最後に敷き並べられた床パネル300上に床下地材400を載置して、木質材料からなる上部連結材810と重なる箇所で、床下地材400を釘やビスで打付ける。そして床下地材400の上面に床仕上げ材500を敷設して(Step60:床仕上げ材設置工程)完了する。   When the joist 200 can be fixed, the floor panel 300 is placed on the joist 200 (Step 40: floor panel placing step), and the connecting member 800 is placed between the adjacent floor panels 300 (connection space) (Step 50: Connecting material installation process). At this time, as shown in FIG. 2, after connecting one (for example, the left side) floor panel 300a, the connecting member 800 may be installed, and then the other (for example, the right side) floor panel 300b may be mounted. Finally, the floor base material 400 is placed on the floor panel 300 laid out, and the floor base material 400 is hit with a nail or a screw at a place where the floor base material 400 overlaps with the upper connecting member 810 made of a wooden material. Then, the floor finishing material 500 is laid on the upper surface of the floor base material 400 (Step 60: floor finishing material installation step), and the process is completed.

3.実験結果
以下、本願発明の効果を確認するために本願発明者らが実施した実験結果について説明する。
3. Experimental Results Hereinafter, experimental results conducted by the inventors of the present application in order to confirm the effects of the present invention will be described.

図10は、本願発明の乾式二重床構造と従来構造の遮音効果を比較するグラフ図であり、それぞれ軽量床衝撃音や重量床衝撃音に対する低減量を示している。この図から分かるように、本願発明の乾式二重床構造を用いれば、軽量床衝撃音、重量床衝撃音ともに、従来構造よりも2ランク低減される。すなわち本願発明の乾式二重床構造が、種々の騒音に対して効果的に遮音し得ることが理解できる。   FIG. 10 is a graph comparing the sound insulation effect of the dry double floor structure of the present invention and the conventional structure, and shows the reduction amount for the light floor impact sound and the heavy floor impact sound, respectively. As can be seen from this figure, when the dry double floor structure of the present invention is used, both the lightweight floor impact sound and the heavy floor impact sound are reduced by two ranks compared to the conventional structure. That is, it can be understood that the dry double floor structure of the present invention can effectively insulate against various noises.

本願発明の「乾式二重床構造、乾式二重床構造の構築方法、及び連結材」は、マンションなどの集合住宅や、戸建住宅、オフィスビルといった建築物で利用できるほか、校舎や倉庫などあらゆる建築物で利用することができる。放送施設や映画館、コンサートホールなど騒音が妨げとなる建築物には、特に有効である。   The "dry double floor structure, dry double floor structure construction method and connecting material" of the present invention can be used in apartment buildings such as condominiums, detached houses, office buildings, school buildings, warehouses, etc. Can be used in any building. This is especially effective for buildings where noise is an obstacle, such as broadcasting facilities, movie theaters, and concert halls.

100 基礎スラブ
200 根太
210 (根太の)頂板
220 (根太の)側板
300 床パネル
310 (床パネルの)空洞
320 (床パネルの)凹部
400 床下地材
500 床仕上げ材
600 支持脚
610 (支持脚の)台座
620 (支持脚の)支持柱
630 (支持脚の)ストッパ
700 支持脚台座
800 連結材
810 (連結材を構成する)上部連結材
820 (連結材を構成する)下部連結材
830 (連結材の)収容孔
840 (連結材の)突起部
900 内壁
DESCRIPTION OF SYMBOLS 100 Foundation slab 200 joist 210 (joist) top plate 220 (joist) side plate 300 floor panel 310 (floor panel) cavity 320 (floor panel) recessed part 400 floor base material 500 floor finishing material 600 support leg 610 (support leg) ) Base 620 (support leg) support column 630 (support leg) stopper 700 support leg pedestal 800 connecting material 810 (composing the connecting material) upper connecting material 820 (composing the connecting material) lower connecting material 830 (connecting material) Accommodation hole 840 (connection material) protrusion 900 inner wall

Claims (9)

基礎スラブと、
前記基礎スラブ上に設置される支持脚と、
前記支持脚に支持され、頂板を有する根太と、
前記根太上に平面配置される複数の床パネルと、
隣接する前記床パネルの間に設置される連結材と、を備え、
前記連結材は、前記支持脚を収容する収容孔と、前記床パネル側に突出する突起部と、を有し、
隣接する前記床パネルが隙間を設けて配置されることで、接続空間が形成され、
隣接する前記床パネルに対向する前記床パネルの端部面には、凹部が設けられ、
前記突起部が前記凹部に挿入されて、前記接続空間に前記連結材が設置された、ことを特徴とする乾式二重床構造。
Basic slab,
A support leg installed on the foundation slab;
A joist supported by the support leg and having a top plate;
A plurality of floor panels arranged in a plane on the joists;
A connecting material installed between the adjacent floor panels,
The connecting member has a receiving hole for receiving the support leg, and a protrusion protruding to the floor panel side,
By connecting the adjacent floor panels with a gap, a connection space is formed,
The end surface of the floor panel facing the adjacent floor panel is provided with a recess,
The dry double floor structure, wherein the protrusion is inserted into the recess and the connecting member is installed in the connection space.
内壁に囲まれた領域に設置される床構造において、
基礎スラブと、
前記基礎スラブ上に設置される支持脚と、
前記支持脚に支持され、頂板を有する根太と、
前記根太上平面配置される複数の床パネルと、
前記床パネルと前記内壁の間に設置される連結材と、を備え、
前記連結材は、前記支持脚を収容する収容孔と、前記床パネル側に突出する突起部と、を有し、
前記床パネルが前記内壁との間に隙間を設けて配置されることで、接続空間が形成され、
前記内壁に対向する前記床パネルの端部面には、凹部が設けられ、
前記突起部が前記凹部に挿入されて、前記接続空間に前記連結材が設置された、ことを特徴とする乾式二重床構造。
In the floor structure installed in the area surrounded by the inner wall,
Basic slab,
A support leg installed on the foundation slab;
A joist supported by the support leg and having a top plate;
A plurality of floor panels arranged on the joist plane;
A connecting member installed between the floor panel and the inner wall,
The connecting member has a receiving hole for receiving the support leg, and a protrusion protruding to the floor panel side,
By connecting the floor panel with a gap between the inner wall, a connection space is formed,
The end surface of the floor panel facing the inner wall is provided with a recess,
The dry double floor structure, wherein the protrusion is inserted into the recess and the connecting member is installed in the connection space.
前記床パネルが押出成形セメント板である、ことを特徴とする請求項1又は請求項2記載の乾式二重床構造。   The dry double floor structure according to claim 1 or 2, wherein the floor panel is an extruded cement board. 前記根太が、溝形鋼で形成されるとともに、前記支持脚に固定された支持脚台座に載置され、
前記根太の溝形空間内に前記支持脚台座が収められる姿勢で、該根太が配置された、ことを特徴とする請求項1乃至請求項3のいずれかに記載の乾式二重床構造。
The joist is formed of channel steel and is placed on a support leg base fixed to the support leg,
The dry double floor structure according to any one of claims 1 to 3, wherein the joists are arranged in such a posture that the support leg pedestals are accommodated in the joist groove-shaped spaces.
前記連結材が、上下に重ねられる上部連結材と下部連結材で構成され、
前記突起は、前記下部連結材に設けられ、
前記下部連結材が前記支持脚に固定されることで、前記突起が前記床パネルを固定する、ことを特徴とする請求項1乃至請求項4のいずれかに記載の乾式二重床構造。
The connecting material is composed of an upper connecting material and a lower connecting material that are stacked one above the other.
The protrusion is provided on the lower connecting member;
The dry double floor structure according to any one of claims 1 to 4, wherein the projection is fixed to the floor panel by fixing the lower connecting member to the support leg.
前記連結材が、前記下部連結材と、該下部連結材上に配置される複数の前記上部連結材で構成され、
前記上部連結材が、前記下部連結材に設けられる前記収容孔の上方で空所を設けるように配置されることで、該収容孔の上方に開放空間が形成された、ことを特徴とする請求項5記載の乾式二重床構造。
The connecting material is composed of the lower connecting material and a plurality of the upper connecting materials arranged on the lower connecting material,
The open space is formed above the accommodation hole by disposing the upper connection material so as to provide a void above the accommodation hole provided in the lower connection material. Item 6. The dry double floor structure according to Item 5.
平面配置された複数の前記床パネルの表面上に設置される床下地材と、
前記床下地材上に設置される床仕上げ材と、をさらに備え、
前記床下地材及び前記上部連結材が、木質材料によって形成され、
前記床下地材が、釘又はビスによって前記上部連結材に固定された、ことを特徴とする請求項5又は請求項6記載の乾式二重床構造。
A floor base material installed on the surface of the plurality of floor panels arranged in a plane;
A floor finishing material installed on the floor base material,
The floor base material and the upper connecting material are formed of a wood material,
The dry double floor structure according to claim 5 or 6, wherein the floor base material is fixed to the upper connecting member by a nail or a screw.
基礎スラブを構築する基礎スラブ構築工程と、
前記基礎スラブ上に支持脚を設置する支持脚設置工程と、
頂板を有する根太を前記支持脚に固定する根太固定工程と、
前記根太上に床パネルを載置する床パネル載置工程と、
隣接する前記床パネルの間に連結材を設置する連結材設置工程と、
複数の前記床パネルが平面配置された表面上に、床下地材及び床仕上げ材を設置する床仕上げ材設置工程と、を備え、
前記連結材は、前記支持脚を収容する収容孔と、前記床パネル側に突出する突起部と、を有し、
隣接する前記床パネルが隙間を設けて配置されることで、接続空間が形成され、
隣接する前記床パネルに対向する前記床パネルの端部面には、凹部が設けられ、
前記連結材設置工程では、前記突起部を前記凹部に挿入して、前記接続空間に前記連結材を設置する、ことを特徴とする乾式二重床構造の構築方法。
Basic slab construction process to construct the basic slab,
A support leg installation step of installing support legs on the foundation slab;
A joist fixing step of fixing a joist having a top plate to the support leg;
A floor panel placement step of placing a floor panel on the joists;
A connecting material installation step of installing a connecting material between the adjacent floor panels;
A floor finishing material installation step of installing a floor base material and a floor finishing material on a surface on which a plurality of the floor panels are arranged in a plane; and
The connecting member has a receiving hole for receiving the support leg, and a protrusion protruding to the floor panel side,
By connecting the adjacent floor panels with a gap, a connection space is formed,
The end surface of the floor panel facing the adjacent floor panel is provided with a recess,
In the connecting material installation step, the projecting portion is inserted into the recess, and the connecting material is installed in the connection space.
基礎スラブと、該基礎スラブ上に設置される支持脚と、該支持脚に固定される根太と、該根太上に載置される床パネルと、を備えた床構造において、隣接する該床パネル間に設置される連結材であって、
上下に重ねられる上部連結材と下部連結材で構成され、
前記下部連結材は、前記支持脚を収容する収容孔を有するとともに、前記床パネル側に突出する突起部を有し、
前記上部連結材は、木質材料によって形成され、
前記突起部は、前記床パネルの端部面に設けられる凹部に挿入しうる形状である、ことを特徴とする連結材。
In a floor structure comprising a foundation slab, a support leg installed on the foundation slab, a joist fixed to the support leg, and a floor panel placed on the joist, the adjacent floor panels A connecting material installed between
It consists of an upper connecting material and a lower connecting material that are stacked one above the other.
The lower connecting member has a receiving hole for receiving the support leg, and a protruding portion protruding toward the floor panel,
The upper connecting material is formed of a wood material,
The said projection part is a shape which can be inserted in the recessed part provided in the edge part surface of the said floor panel, The connection material characterized by the above-mentioned.
JP2015220781A 2015-11-10 2015-11-10 Dry double floor structure, construction method of dry double floor structure, and connecting material Active JP6679135B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2015220781A JP6679135B2 (en) 2015-11-10 2015-11-10 Dry double floor structure, construction method of dry double floor structure, and connecting material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2015220781A JP6679135B2 (en) 2015-11-10 2015-11-10 Dry double floor structure, construction method of dry double floor structure, and connecting material

Publications (2)

Publication Number Publication Date
JP2017089246A true JP2017089246A (en) 2017-05-25
JP6679135B2 JP6679135B2 (en) 2020-04-15

Family

ID=58769812

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2015220781A Active JP6679135B2 (en) 2015-11-10 2015-11-10 Dry double floor structure, construction method of dry double floor structure, and connecting material

Country Status (1)

Country Link
JP (1) JP6679135B2 (en)

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5011701Y1 (en) * 1969-12-15 1975-04-11
JPS5839927U (en) * 1981-09-12 1983-03-16 日本板硝子株式会社 Height-adjustable anti-vibration floor support device
JPH06322954A (en) * 1993-05-11 1994-11-22 Bridgestone Corp Structure of header
JPH08199780A (en) * 1995-01-26 1996-08-06 Matsushita Electric Works Ltd Soundproofing double structure
JPH10205043A (en) * 1997-01-29 1998-08-04 Nozawa Corp Sound-insulating floor
JP2000145101A (en) * 1998-11-17 2000-05-26 Sanyo Industries Ltd Joint tool for floor member
JP2002161632A (en) * 2000-11-22 2002-06-04 Sanyo Industries Ltd Floor laying structure
JP2011214385A (en) * 2010-03-18 2011-10-27 Penta Ocean Construction Co Ltd Sound insulating dry-type double floor and construction method of the same
US20130104493A1 (en) * 2011-10-27 2013-05-02 Brian Keith Orchard Clip device for attaching structural member to a supporting structure

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5011701Y1 (en) * 1969-12-15 1975-04-11
JPS5839927U (en) * 1981-09-12 1983-03-16 日本板硝子株式会社 Height-adjustable anti-vibration floor support device
JPH06322954A (en) * 1993-05-11 1994-11-22 Bridgestone Corp Structure of header
JPH08199780A (en) * 1995-01-26 1996-08-06 Matsushita Electric Works Ltd Soundproofing double structure
JPH10205043A (en) * 1997-01-29 1998-08-04 Nozawa Corp Sound-insulating floor
JP2000145101A (en) * 1998-11-17 2000-05-26 Sanyo Industries Ltd Joint tool for floor member
JP2002161632A (en) * 2000-11-22 2002-06-04 Sanyo Industries Ltd Floor laying structure
JP2011214385A (en) * 2010-03-18 2011-10-27 Penta Ocean Construction Co Ltd Sound insulating dry-type double floor and construction method of the same
US20130104493A1 (en) * 2011-10-27 2013-05-02 Brian Keith Orchard Clip device for attaching structural member to a supporting structure

Also Published As

Publication number Publication date
JP6679135B2 (en) 2020-04-15

Similar Documents

Publication Publication Date Title
JP7246749B2 (en) Partition wall structure and its construction method
KR102210028B1 (en) Structure for reducing floor impact sound using heat pipe pad and Construction method thereof
KR102255604B1 (en) Floating floor structure for reducing impact sound between floors using wall-fixed steel cable, and construction method for the same
JP6386968B2 (en) Thermal insulation structure of building
KR100646609B1 (en) Indoor wall of building
KR200236412Y1 (en) Soundproofing Board for Floor of a Structure
JP6679135B2 (en) Dry double floor structure, construction method of dry double floor structure, and connecting material
EP2113619A2 (en) Flooring system
JP5013826B2 (en) Floor support structure in buildings
JP6325822B2 (en) Building structure of apartment house with double floor structure
JP3911501B2 (en) Floor construction method
JP5554633B2 (en) Support leg for double floor, double floor structure using the same, and construction method thereof
KR200357992Y1 (en) Double Slab Structure of Building
JP2008231741A (en) Heat-insulated floor structure
KR100634983B1 (en) Assembly type Ondol panel and construction method using the same
JP4098068B2 (en) Floating floor structure and construction method
JP2016148216A (en) Building floor structure and manufacturing method for the same
JP2020165174A (en) Floor panel for wooden building
JP2000087538A (en) Floor-backing panel and floor construction using thereof
JP3923843B2 (en) Double floor structure
KR20190132753A (en) Floating floor structure for reducing of floor impact sound and constructing method using the same
JP5995738B2 (en) building
KR102139131B1 (en) Apparatus for reducing floor impact sound for floating floor structure
JP5956181B2 (en) Floor slab
JP7022930B2 (en) Wall base device and wall base construction method using this

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20180903

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20180903

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20190625

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20190730

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20190927

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: 20200218

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20200316

R150 Certificate of patent or registration of utility model

Ref document number: 6679135

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250