JP2557266Y2 - Joist support structure - Google Patents

Joist support structure

Info

Publication number
JP2557266Y2
JP2557266Y2 JP1992005971U JP597192U JP2557266Y2 JP 2557266 Y2 JP2557266 Y2 JP 2557266Y2 JP 1992005971 U JP1992005971 U JP 1992005971U JP 597192 U JP597192 U JP 597192U JP 2557266 Y2 JP2557266 Y2 JP 2557266Y2
Authority
JP
Japan
Prior art keywords
joist
floor
base plate
support
level
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 - Fee Related
Application number
JP1992005971U
Other languages
Japanese (ja)
Other versions
JPH0566140U (en
Inventor
文也 竹中
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.)
Panasonic Electric Works Co Ltd
Original Assignee
Matsushita Electric Works 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 Matsushita Electric Works Ltd filed Critical Matsushita Electric Works Ltd
Priority to JP1992005971U priority Critical patent/JP2557266Y2/en
Publication of JPH0566140U publication Critical patent/JPH0566140U/en
Application granted granted Critical
Publication of JP2557266Y2 publication Critical patent/JP2557266Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Floor Finish (AREA)

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本考案は、床を施工するとき根太
を支持する構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure for supporting a joist when constructing a floor.

【0002】[0002]

【従来の技術】従来、躯体床の上に組み立てられる床の
骨組みとしては、図3や図4に示す構造のものがある。
図3に示すものは、躯体の床下地1の上に大引2をP1
のピッチ(具体的には909mm)で施工し、大引2の
上にP2 のピッチ(具体的には305〜455mm)で
根太3を大引2に直交するように配置して根太3を固定
する構造となっている。このとき根太3の水平レバルを
出すため、水準器を用い、大引2の下にモルタル4等を
だんご状にしたものを配置し、それでレベル調整を行う
ようになっている。
2. Description of the Related Art Conventionally, as a frame of a floor assembled on a building floor, there is a structure shown in FIGS.
Those shown in FIG. 3, Obiki 2 P 1 on the subfloor 1 of the precursor
(Specifically, 909 mm), and the joists 3 are arranged on the pulley 2 at a pitch of P2 (specifically, 305 to 455 mm) so as to be orthogonal to the pulley 2. It has a fixed structure. At this time, in order to output the horizontal level of the joist 3, a leveled mortar 4 or the like is disposed under the pulling bar 2 using a level, and the level is adjusted with the dumpling.

【0003】図4に示すものは、パーティクルボード、
合板等よりなる床パネル5を躯体の床下地1の上に複数
枚並べて配置し、各床パネル5に上下動自在に螺合した
支持ボルト6の下端を床下地1に接地すると共に支持ボ
ルト6にてレベルを調整し、床パネル5の上に捨て貼り
合板7を貼っている。
FIG. 4 shows a particle board,
A plurality of floor panels 5 made of plywood or the like are arranged side by side on the floor substrate 1 of the skeleton. Then, the level is adjusted, and a discarded plywood 7 is stuck on the floor panel 5.

【0004】[0004]

【考案が解決しようとする課題】ところが、かかる従来
例の前者にあっては、水準器を用いてモルタル4等をだ
んご状にしたものを配してレベル調整を行うため、この
作業に手間がかかると共に技術を要するという問題があ
る(レベルが正確に出ていないと、床仕上げ材施工後に
床鳴りの原因となる)。またモルタル4が硬化するまで
上での作業ができないため工期も長くかかってしまうと
いう問題がある。
However, in the former case of the prior art, the level adjustment is performed by disposing a mortar 4 or the like in a dumpling shape using a level, so that the work is troublesome. There is a problem that such techniques are required and that the technique is required (if the level is not accurately set, floor noise will occur after floor finishing material is installed). Further, there is a problem in that the above operation cannot be performed until the mortar 4 is hardened, so that the construction period is long.

【0005】また上記従来例の後者にあっては、乾式工
法で施工できると共にレベル調整も簡単にできるが、構
造が複雑になると共に部材使用量も多く(捨て貼り合板
等を要するため)てコストアップにつながって使用が限
られるという問題がある。本考案は上記問題点に鑑みて
なされたものであって、本考案の目的とするところは根
太のレベル調整が容易にでき、短い工期で簡単に施工で
き、コスト的にも安価にできる根太支持構造を提供する
にある。
[0005] In the latter conventional example, the work can be carried out by the dry method and the level can be easily adjusted. However, the structure becomes complicated and the amount of members used is large (since discarded plywood and the like are required), and the cost is low. There is a problem that the use is limited because it leads to up. The present invention has been made in view of the above-mentioned problems, and an object of the present invention is to make it possible to easily adjust the level of the joist, to easily perform the construction in a short construction period, and to reduce the cost in terms of cost. In providing structure.

【0006】[0006]

【課題を解決するための手段】上記目的を達成するため
本考案根太支持構造は、台板8に一対の支持ボルト6を
所定の間隔を隔てて上下動自在に螺挿し、支持ボルト
6の下端に夫々独立して設けた防振ゴム9を床下地1に
設置し、各支持ボルト6の台板8上に突出する上端に操
作溝15を設け、水平に架設した根太3を台板8の上に
載置して支持した。
In order to achieve the above object, the joist supporting structure of the present invention comprises a pair of supporting bolts 6 on a base plate 8.
Screwed up and down at predetermined intervals so as to freely move up and down, the anti-vibration rubber 9 provided independently at the lower end of each support bolt 6 is installed on the floor base 1, and protrudes above the base plate 8 of each support bolt 6. Control to the top
The working groove 15 was provided, and the joist 3 erected horizontally was placed on the base plate 8 and supported.

【0007】[0007]

【作用】上記構成によれば、支持ボルト6を操作して台
板8を上下させることにより根太3のレベルを調整で
き、根太3のレベル調整が容易にできる。支持ボルト6
の調整にてレベル調整できるため床仕上げ材の施工が直
ぐにできて工期を短くできる。支持ボルト6の下端の防
振ゴム9にて防振性能を向上できる。大引や捨て貼り合
板を必要としないため低コスト、省施工が可能である。
一対の支持ボルト6の夫々の下端の防振ゴム9を床下地
1に設置していることで床下地1に不陸があっても安定
よく設置できる。また支持ボルト6の上端の操作溝15
を操作することで支持ボルト6を上から簡単に回して高
さ調整することができる。
According to the above construction, the level of the joist 3 can be adjusted by operating the support bolt 6 to move the base plate 8 up and down, and the level of the joist 3 can be easily adjusted. Support bolt 6
The level can be adjusted by adjusting the floor finish material, so that the finishing work can be done immediately and the construction period can be shortened. The vibration isolating performance can be improved by the vibration isolating rubber 9 at the lower end of the support bolt 6. Since it does not require large-scale or discarded plywood, low cost and reduced construction are possible.
A rubber base 9 at the lower end of each of the pair of support bolts 6 is used as a floor base.
Stable even if there is unevenness in the ground floor 1
Can be installed well. The operation groove 15 at the upper end of the support bolt 6
To easily turn the support bolt 6 from above
Can be adjusted.

【0008】[0008]

【実施例】根太支持装置Aは図1に示すように台板8と
一対の支持ボルト6にて主体が構成されている。台板8
は合板やパーティクルボード等で直方体状に形成されて
いる。この台板8の大きさとしては一般の根太3が受け
られるように幅Wは100〜200mm程度が望まし
く、厚さtは20〜30mmが望ましい。この台板8の
表面には粘着材10を装着してあるのが望ましい。台板
8の両側には支持ボルト6を配置してあり、支持ボルト
6を台板8に上下動自在に螺挿してある。一対の支持ボ
ルト6の間隔Lは60〜100mm程度が望ましい。支
持ボルト6の上端には支持ボルト6を操作するマイナス
溝のような操作溝15を設けてある。この支持ボルト6
は床の固定荷重及び積載荷重を支えることができるよう
に十分な強度を持っており、材質はナイロン等の樹脂や
金属にて形成されている。支持ボルト6の下端のベース
11には床の防振性能を向上させるための防振ゴム9が
装着してある。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS As shown in FIG. 1, a joist supporting device A is mainly composed of a base plate 8 and a pair of supporting bolts 6. Base plate 8
Is formed in a rectangular parallelepiped shape by plywood, particle board or the like. As the size of the base plate 8, the width W is desirably about 100 to 200 mm and the thickness t is desirably 20 to 30 mm so that the general joist 3 can be received. It is desirable that an adhesive 10 is attached to the surface of the base plate 8. Support bolts 6 are arranged on both sides of the base plate 8, and the support bolts 6 are screwed into the base plate 8 so as to be vertically movable. The distance L between the pair of support bolts 6 is desirably about 60 to 100 mm. An operation groove 15 such as a minus groove for operating the support bolt 6 is provided at an upper end of the support bolt 6. This support bolt 6
Has sufficient strength to support a fixed load and a load on the floor, and is made of a resin such as nylon or a metal. An anti-vibration rubber 9 for improving the anti-vibration performance of the floor is mounted on the base 11 at the lower end of the support bolt 6.

【0009】この根太支持装置Aを用いて床が図2のよ
うに施工される。先ず、部屋の周囲に際根太12を装着
する。このとき際根太12が沈まないように303〜4
55mmのピッチで束13を立てて際根太12を支持す
る。次に躯体の床下地(コンクリート下地や木下地)の
上にP1 のピッチ(具体的には909mm)で墨出しを
し、さらに直交する方向にP2 のピッチ(具体的には3
03〜455mm)で同じように墨出しを行う。次に部
屋の必要な長さ寸法にカットした根太3をP1のピッチ
の墨出し線に沿って配置して根太3の端部を際根太12
の上に配置する。そして根太3の上から際根太12にス
クリュー釘またはビスを用いて根太3が転ばないように
確実に固定する。次いでP1 のピッチの墨出し線に沿っ
て根太3の下に根太支持装置Aを嵌め込み、台板8の上
に根太3を載せる。このとき粘着材10にて台板8の上
に根太3を仮固定する。根太3を仮固定した後、根太3
上からスクリュー釘またはビスにて2カ所以上台板8に
本固定する。その後、支持ボルト6の長さ調整を行って
レベル調整を行う。このとき部屋の周囲からレベル調整
を順次行って行く。レベル調整後、木質フロアー材等の
床仕上げ材を貼って床を仕上げる。
Using the joist supporting device A, a floor is constructed as shown in FIG. First, the joist 12 is mounted around the room. At this time, 303-4 so that joist 12 does not sink
The bundle 13 is erected at a pitch of 55 mm to support the joist 12. Then subfloor of precursor to the marking at a pitch of P 1 (specifically 909Mm) on the (concrete base and Kinoshita land), further orthogonal directions in the P 2 pitches (specifically 3
(03 to 455 mm). Then the joists 3 cut into a length dimension necessary located along the marking lines of the pitch P 1 joist when the ends of the joists 3 room 12
On top of. Then, the joist 3 is securely fixed from above the joist 3 to the edge joist 12 using a screw nail or a screw so as not to fall down. Next, the joist support device A is fitted under the joist 3 along the mark line of the pitch P 1 , and the joist 3 is placed on the base plate 8. At this time, the joist 3 is temporarily fixed on the base plate 8 with the adhesive material 10. After temporarily fixing joist 3, joist 3
It is fixed to the base plate 8 at two or more places with screw nails or screws from above. After that, the length adjustment is performed by adjusting the length of the support bolt 6. At this time, the level adjustment is performed sequentially from around the room. After level adjustment, finish the floor by applying a floor finishing material such as a wooden floor material.

【0010】[0010]

【考案の効果】本考案は上述のように構成されているの
で、支持ボルトを操作して台板を上下させることにより
根太のレベルを調整できるものであって、根太のレベル
調整が容易にできるものであり、しかも支持ボルトの調
整にてレベル調整できるため乾式工法で簡単に施工でき
て床仕上げ材の施工が直ぐにでき、工期を短くできるも
のであり、さらに支持ボルトの下端に防振ゴムを装着し
ているので、床の防振性能を向上できるものであり、さ
らに従来のように大引や捨て貼り合板を必要としないた
め、低コスト化が図れると共に省施工が可能なものであ
り、また一対の支持ボルトを所定の間隔を隔てて台板に
螺挿し、各支持ボルトの下端に夫々独立して設けた防振
ゴムを床下地に設置したので、一対の支持ボルトで安定
よく支持するものであっても、各支持ボルトの下端の防
振ゴムを夫々床下地に設置できるものであって、床下地
に不陸があっても安定よく設置できるものであり、しか
も台板に一対の支持ボルトを螺挿し、各支持ボルトの台
板上に突出する上端に操作溝を設けたので、上から支持
ボルトを容易に回動操作して高さ調整が容易にできるも
のである。
Since the present invention is constructed as described above, the level of the joist can be adjusted by operating the support bolt and moving the base plate up and down, and the joist level can be easily adjusted. Since the level can be adjusted by adjusting the support bolts, it can be easily installed by the dry method, the floor finishing material can be installed immediately, the construction period can be shortened, and anti-vibration rubber is attached to the lower end of the support bolt. Since it is installed, it can improve the vibration isolation performance of the floor, and because it does not require large-scale or discarded plywood as in the past, it is possible to reduce cost and save construction work.
And a pair of support bolts on the base plate at a predetermined interval.
Anti-vibration installed independently at the lower end of each support bolt
Rubber is installed under the floor, so it is stable with a pair of support bolts
Even if it supports well, the lower end of each support bolt is prevented.
The vibration rubber can be installed on the floor base, respectively.
It can be installed stably even if there is unevenness in
Also, screw a pair of support bolts into the base plate, and
Operation groove is provided at the upper end protruding above the plate, so it is supported from above
The height can be easily adjusted by easily rotating the bolt.
Nodea Ru.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本考案の一実施例の根太支持装置を示す斜視図
である。
FIG. 1 is a perspective view showing a joist supporting device according to an embodiment of the present invention.

【図2】同上の施工状態を示し、(a)は平面図、
(b)は正面から見た断面図である。
FIG. 2 shows a construction state of the above, (a) is a plan view,
(B) is sectional drawing seen from the front.

【図3】一従来例を示し、(a)は平面図、(b)は正
面から見た断面図である。
3A and 3B show a conventional example, wherein FIG. 3A is a plan view and FIG. 3B is a cross-sectional view as viewed from the front.

【図4】他の従来例を示し、(a)は一部切欠平面図、
(b)は正面から見た断面図である。
FIG. 4 shows another conventional example, in which (a) is a partially cutaway plan view,
(B) is sectional drawing seen from the front.

【符号の説明】[Explanation of symbols]

1 床下地 3 根太 6 支持ボルト 8 台板 1 floor base 3 joist 6 support bolt 8 base plate

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 台板に一対の支持ボルトを所定の間隔を
隔てて上下動自在に螺挿し、支持ボルトの下端に夫々
独立して設けた防振ゴムを床下地に設置し、各支持ボル
トの台板上に突出する上端に操作溝を設け、水平に架設
した根太を台板の上に載置して支持して成る根太支持構
造。
1. A pair of support bolts are provided on a base plate at a predetermined interval.
Spaced vertically movable screwed in, respectively the lower end of each support bolt s
Independently installed anti-vibration rubber is installed on the floor, and each support
An operation groove is provided at the upper end projecting above the base plate, and a horizontally installed joist is mounted on the base plate and supported.
JP1992005971U 1992-02-15 1992-02-15 Joist support structure Expired - Fee Related JP2557266Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1992005971U JP2557266Y2 (en) 1992-02-15 1992-02-15 Joist support structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1992005971U JP2557266Y2 (en) 1992-02-15 1992-02-15 Joist support structure

Publications (2)

Publication Number Publication Date
JPH0566140U JPH0566140U (en) 1993-08-31
JP2557266Y2 true JP2557266Y2 (en) 1997-12-10

Family

ID=11625745

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1992005971U Expired - Fee Related JP2557266Y2 (en) 1992-02-15 1992-02-15 Joist support structure

Country Status (1)

Country Link
JP (1) JP2557266Y2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5541952Y2 (en) * 1975-12-18 1980-10-01
JPS55129554A (en) * 1979-03-26 1980-10-07 Someno Seisakusho Kk Floor bed

Also Published As

Publication number Publication date
JPH0566140U (en) 1993-08-31

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A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 19970805

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