JPS6253668B2 - - Google Patents
Info
- Publication number
- JPS6253668B2 JPS6253668B2 JP17996582A JP17996582A JPS6253668B2 JP S6253668 B2 JPS6253668 B2 JP S6253668B2 JP 17996582 A JP17996582 A JP 17996582A JP 17996582 A JP17996582 A JP 17996582A JP S6253668 B2 JPS6253668 B2 JP S6253668B2
- Authority
- JP
- Japan
- Prior art keywords
- floor
- joist
- waterproof
- plywood
- reinforced
- 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.)
- Expired
Links
Landscapes
- Floor Finish (AREA)
Description
【発明の詳細な説明】
本発明は建物の防振床構造に関するものであ
る。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a vibration-proof floor structure for a building.
従来一般的によく用いられる防振対策としては
ゴム、空気バネ等の弾性体を建物各部位にそう入
して振動低減を図つているが、外部よりの振動が
低域から高域にいたる周波数特性を有するような
場合は有効とはいい難く、また耐震安全性を確保
できないなどの問題点がある。 As a conventional anti-vibration countermeasure, elastic bodies such as rubber and air springs are inserted into various parts of a building to reduce vibrations. It is difficult to say that it is effective in cases where it has certain characteristics, and there are problems such as seismic safety cannot be ensured.
本発明は上記点に鑑みなされたもので、1階床
下に床下コンクリートを設け、該床下コンクリー
ト上に添束及び床束を補強金具を介して固定せし
め、該添束及び床束上に大引を設け、該大引と添
束及び床束とを方杖で補強し、上記大引上に根太
を配し、該根太上に耐水厚合板を張り、該耐水厚
合板上にたたみを敷設し、2階以上の床にあつて
は、胴差しに補強受梁を設け、該補強受梁に2階
梁を金具を介して結合せしめ、該2階梁上に根太
を配し、該根太上に耐水厚合板を張り、該耐水厚
合板上にたたみを敷設してなる建物防振床構造を
提供するものである。 The present invention has been made in view of the above-mentioned points. Underfloor concrete is provided under the first floor floor, splices and floor bundles are fixed on the underfloor concrete through reinforcing metal fittings, and large tensions are placed on the splices and floor bundles. , reinforcing the main drawer, tethers, and floor bundles with braces, placing a joist on the above-mentioned main drawer, placing waterproof thick plywood on the joist, and laying tatami mats on the waterproof thick plywood. For floors on the second floor or higher, a reinforcing support beam is provided on the trunk, the second floor beam is connected to the reinforcing support beam via metal fittings, a joist is placed on the second floor beam, and a joist is installed on the joist. To provide a vibration-proof floor structure for a building, in which a waterproof thick plywood is covered and a tatami is laid on the waterproof thick plywood.
第1図は従来の1階床組構造の一例を示すもの
で、束石1上に設けた床束2で支持された大引3
上に根太4を配し、該根太4上に床板7を張り、
該床板7上にたたみ8を敷設した構造で、上記大
引3は布基礎5上に設けた土台6に直角に結合さ
れている。なお、9は柱である。 Figure 1 shows an example of a conventional one-story floor assembly structure, in which a large pull-out 3 is supported by a floor bundle 2 installed on a bundle stone 1.
A joist 4 is placed on top, a floorboard 7 is placed on the joist 4,
It has a structure in which a tatami mat 8 is laid on the floor plate 7, and the above-mentioned sill 3 is connected at right angles to a base 6 provided on a cloth foundation 5. Note that 9 is a pillar.
第2図は従来の2階以上の床組構造の一例を示
すもので、柱9に箱金物10を介して直角に結合
された2階梁11上に根太4を設け、該根太4上
に床板7を張り、該床板7上にたたみ8を敷設し
た構造で、12は胴差しである。 FIG. 2 shows an example of a conventional floor assembly structure for the second floor or higher. A joist 4 is provided on the second floor beam 11 which is connected to the pillar 9 at right angles through the box hardware 10. It has a structure in which a floor plate 7 is stretched and a folding 8 is laid on the floor plate 7, and 12 is a trunk holder.
次に本発明の実施例を第3図ないし第4図に従
つて具体的に説明する。第3図は本発明による1
階床組構造を示すもので従来の床組をてつ去し建
物の床下地盤をけずり整地した後、該床下地盤上
に敷砂利19を敷設し、該敷砂利19上に床下コ
ンクリート18を設け、該床下コンクリート18
上に床束2をL型金具20を介してボルト21で
固定せしめ、該床束2上に大引3を設け、該大引
3の両端に添束13を設け、該添束13と大引3
を接続し、前記床束2と上記大引3を交互に片面
を方杖16で補強し、上記添束13と大引3を両
面より方杖16で補強せしめると共に、前記大引
3間に床下コンクリート18上に新床束15及び
添束13をL型金具20を介してボルト21で固
定せしめ、該新床束15及び添束13上に新大引
14を設け、該新大引14と上記新床束15とを
交互に片面を方杖16で補強し、上記添束13と
上記新大引14とを両面より方杖16で補強し、
前記大引3及び新大引14上に根太4を配し、該
根太4上に耐水厚合板17を張り、該耐水厚合板
17上にたたみ8を敷設して成る構造で、5は布
基礎、6は土台、9は柱である。 Next, embodiments of the present invention will be described in detail with reference to FIGS. 3 and 4. Figure 3 shows 1 according to the present invention.
This shows a floor construction. After removing the conventional floor construction and leveling the ground under the building's floor, gravel 19 is laid on the foundation, and concrete 18 under the floor is laid on top of the gravel 19. , the underfloor concrete 18
A floor bundle 2 is fixed on top with bolts 21 via an L-shaped metal fitting 20, a wire 3 is provided on the floor bundle 2, a splice 13 is provided at both ends of the wire 3, and the wires 13 and Pull 3
The floor bundles 2 and the main pullers 3 are alternately reinforced on one side with a support rod 16, and the above-mentioned attachment bundles 13 and the main puller 3 are reinforced with support rods 16 from both sides. A new floor bundle 15 and attachments 13 are fixed on the underfloor concrete 18 with bolts 21 via L-shaped fittings 20, and a new floor bundle 14 is provided on the new floor bundle 15 and attachments 13. and the new floor bundle 15 are alternately reinforced on one side with a support rod 16, and the above-mentioned attachment bundle 13 and the above-mentioned new Ohiki 14 are reinforced with support rods 16 on both sides,
It has a structure in which a joist 4 is arranged on the above-mentioned Ohiki 3 and the new Ohiki 14, a waterproof thick plywood 17 is placed on the joist 4, and a tatami mat 8 is laid on the waterproof thick plywood 17, and 5 is a cloth foundation. , 6 is the base, and 9 is the pillar.
第4図は本発明による2階以上の床組構造を示
したもので、胴差し12に補強受梁22を設け、
2階梁11間に新2階梁23を梁受金具24を介
して上記補強受梁22に固定せしめ、上記2階梁
11及び新2階梁23上に根太4を配し、該根太
4上に耐水厚合板17を張り、該耐水厚合板17
上にたたみ8を敷設した構造で、9は柱である。
なお、本実施例は補強受梁22を使用した例を示
したが、該補強受梁22は条件により必ずしも設
ける必要はない。また、上記実施例は和室の場合
について説明したが、洋室については、耐水厚合
板17上に床仕上げ材を張り上げたものとする。 FIG. 4 shows a floor assembly structure for the second floor or higher according to the present invention, in which a reinforcing support beam 22 is provided on the trunk sill 12,
A new second-story beam 23 is fixed to the reinforcing support beam 22 between the second-story beams 11 via a beam support fitting 24, and a joist 4 is placed on the second-story beam 11 and the new second-story beam 23. A waterproof thick plywood 17 is placed on top of the waterproof thick plywood 17.
It has a structure in which a tatami mat 8 is placed on top, and 9 is a pillar.
Although this embodiment shows an example in which the reinforcing support beam 22 is used, the reinforcing support beam 22 does not necessarily need to be provided depending on the conditions. Furthermore, although the above embodiment has been described in the case of a Japanese-style room, in the case of a Western-style room, a floor finishing material is pasted up on the waterproof thick plywood 17.
上記1階床及び2階以上の床のいずれの補強の
場合も各部材の欠点、経年劣化の著しい部分は補
強又は取り替えて断面性能、剛性を確保すること
が肝要である。 In the case of reinforcing both the first floor floor and the floors above the second floor, it is important to ensure the cross-sectional performance and rigidity by reinforcing or replacing the defects of each member and the parts that have deteriorated significantly over time.
以上説明した如く、本発明による建物防振床構
造によれば発明者による数多くの実験例から常に
安定した防振効果を発揮するものである。なお本
発明は以上の例示に限定されるものではなく、本
発明の精神を逸脱しない範囲内で必要な工法の組
合せによつても構成され得るものである。 As explained above, the building vibration isolation floor structure according to the present invention consistently exhibits a stable vibration isolation effect based on numerous experimental examples conducted by the inventor. Note that the present invention is not limited to the above-mentioned examples, and may be constructed by combining necessary construction methods without departing from the spirit of the present invention.
第1図は従来の1階床組構造を示す斜視図、第
2図は従来の2階以上の床組構造を示す斜視図、
第3図は本発明による1階床組構造を示す斜視
図、第4図は本発明による2階以上の床組構造を
示す斜視図である。
1……束石、2……床束、3……大引、4……
根太、5……布基礎、6……土台、7……床板、
8……たたみ、9……柱、10……箱金物、11
……2階梁、12……胴差し、13……添束、1
4……新大引、15……新床束、16……方杖、
17……耐水厚合板、18……床下コンクリー
ト、19……敷砂利、20……L型金具、21…
…ボルト、22……補強受梁、23……新2階
梁、24……梁受金具。
FIG. 1 is a perspective view showing a conventional first-floor floor assembly structure, and FIG. 2 is a perspective view showing a conventional floor assembly structure on the second or higher floors.
FIG. 3 is a perspective view showing a first-floor floor structure according to the present invention, and FIG. 4 is a perspective view showing a second-floor or higher floor structure according to the present invention. 1...Takuishi, 2...Yokotama, 3...Obiki, 4...
Joist, 5... cloth foundation, 6... foundation, 7... floorboard,
8...Folding, 9...Pillar, 10...Box hardware, 11
...Second floor beam, 12...Body sill, 13...Splice, 1
4...Shin-Obiki, 15...Shin-toko-tama, 16...Hojo,
17...Waterproof thick plywood, 18...Underfloor concrete, 19...Gravel, 20...L-shaped metal fittings, 21...
...Bolt, 22...Reinforcement support beam, 23...New second floor beam, 24...Beam support bracket.
Claims (1)
上に床下コンクリートを設け、該床下コンクリー
ト上に添束及び床束をL型金具を介してボルトで
固定せしめ、該添束及び床束上に大引を設け、該
大引と添束とを両面より方杖で補強し、また、上
記大引と床束とを交互に片面を方杖で補強し、前
記大引上に根太を配し、該根太上に耐水厚合板を
張り、該耐水厚合板上にたたみを敷設し、2階以
上の床にあつては胴差しに補強受梁を設け、該補
強受梁に2階梁を梁受金具を介して結合せしめ、
該2階梁上に根太を配し、該根太上に耐水厚合板
を張り、該耐水厚合板上にたたみを敷設してなな
ることを特徴とした建物防振床構造。1. Lay gravel on the subfloor of a building, place subfloor concrete on the gravel, fix the splints and floor bundles to the underfloor concrete with bolts via L-shaped fittings, and then A large pull is provided on the top, and the large pull and the joist are reinforced with braces on both sides.Alternatively, one side of the large pull and the floor bundle is reinforced with a brace, and a joist is placed on top of the large pull. Place waterproof plywood on top of the joists, lay tatami mats on top of the waterproof plywood, install reinforcing support beams on the trunks for floors above the second floor, and install second-floor beams on the reinforced support beams. are connected via beam brackets,
This vibration-proof floor structure for a building is characterized in that a joist is arranged on the second floor beam, a waterproof thick plywood is placed on the joist, and a tatami is laid on the waterproof thick plywood.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17996582A JPS5880058A (en) | 1982-10-15 | 1982-10-15 | Vibration-proof structure of building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17996582A JPS5880058A (en) | 1982-10-15 | 1982-10-15 | Vibration-proof structure of building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5880058A JPS5880058A (en) | 1983-05-14 |
| JPS6253668B2 true JPS6253668B2 (en) | 1987-11-11 |
Family
ID=16075065
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP17996582A Granted JPS5880058A (en) | 1982-10-15 | 1982-10-15 | Vibration-proof structure of building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5880058A (en) |
-
1982
- 1982-10-15 JP JP17996582A patent/JPS5880058A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5880058A (en) | 1983-05-14 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JPH09235890A (en) | Seismic reinforcement structure for existing buildings | |
| JPS6253668B2 (en) | ||
| KR102425150B1 (en) | External insulation construction method in which the gang form is supported by a reinforcing material to improve construction safety | |
| JPH10160881A (en) | Nuclear power plant building structure and building construction method | |
| KR101972806B1 (en) | Structural body for ceiling support | |
| JP2855491B2 (en) | Sound insulation floor structure | |
| JPS5818500B2 (en) | Building anti-vibration floor structure | |
| CA2240689A1 (en) | Building horizontal structure | |
| JP6681181B2 (en) | Ceiling structure | |
| JPH084185A (en) | Building floor structure | |
| JP3217643B2 (en) | Floor construction method | |
| JP2618163B2 (en) | Floor / ceiling structure | |
| JP2763994B2 (en) | Sound insulation structure on the floor of the building | |
| JPS6250631B2 (en) | ||
| JP2718544B2 (en) | Variable partition house structure | |
| JPS5834180Y2 (en) | Vibration-proof floating floor structure | |
| JP5594537B2 (en) | Underfloor structure on floor slab | |
| JP7435271B2 (en) | Sound insulation structure | |
| JPH11293939A (en) | Half-unit construction method for large bathrooms | |
| JPS6120890Y2 (en) | ||
| AU2022258870A1 (en) | Seismic ceiling bracket/system | |
| JP2000008647A (en) | Building damping structure | |
| JPS6347243Y2 (en) | ||
| JP3035818U (en) | Anti-vibration joist | |
| JPH04194150A (en) | Floor structure of building |