JPH0448242Y2 - - Google Patents
Info
- Publication number
- JPH0448242Y2 JPH0448242Y2 JP8968186U JP8968186U JPH0448242Y2 JP H0448242 Y2 JPH0448242 Y2 JP H0448242Y2 JP 8968186 U JP8968186 U JP 8968186U JP 8968186 U JP8968186 U JP 8968186U JP H0448242 Y2 JPH0448242 Y2 JP H0448242Y2
- Authority
- JP
- Japan
- Prior art keywords
- foundation
- base
- raised
- wooden building
- base body
- 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
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 230000002265 prevention Effects 0.000 claims description 4
- 239000002184 metal Substances 0.000 claims description 3
- 238000009423 ventilation Methods 0.000 claims description 3
- 239000012779 reinforcing material Substances 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Description
【考案の詳細な説明】
A 考案の目的
イ 産業上の利用分野
本案は、新規な構成を有する木造建物における
嵩上げ用土台を提供しようとするものである。[Detailed description of the invention] A. Purpose of the invention (a) Industrial application field This invention is intended to provide a foundation for raising the height of a wooden building with a new configuration.
ロ 従来の技術とその問題点
上下水道工事、道路工事による地下水の水位
の変化、軟弱地盤等による地盤沈下で木造建物
に変形が生じた場合、従来の如く基礎と土台
(上家)とが一体になつている構造のものでは
基礎と土台との切り離しが難しく、また土台が
木製のため、基礎と切り離した時不安定である
と共に、費用がかかりすぎる。(b) Conventional technology and its problems When a wooden building is deformed due to changes in the water level of groundwater due to water and sewage construction, road construction, or ground subsidence due to soft ground, etc., the foundation and foundation (shelter) are integrated as in the past. It is difficult to separate the foundation from the base of a structure that has a flat structure, and since the base is made of wood, it is unstable and expensive when separated from the foundation.
土台が木製のため、基礎の変形がそのまま上
家に伝わる。 Since the foundation is made of wood, the deformation of the foundation is directly transmitted to the upper house.
などの問題があつた。There were problems such as.
B 考案の構成
イ 問題を解決しようとする手段
本願では、下記の構成のものによつて、上述し
た問題を解決しようとするものである。B. Structure of the invention A. Means for solving the problem The present application attempts to solve the above-mentioned problem with the following structure.
すなわち、本願のものは、基礎2の上面に鋼材
でなる土台本体3を配設し、上記土台本体の内側
面には上記基礎の内側面には内接する横ずれ防止
板を所定間隔をもつて取付けると共に、上記土台
本体の下面には当該基礎2の上面に所定間隔をも
つて刻設された正面方形の切欠き部2Aに対応す
る位置をもつて基礎との連結するための金物を設
け、また内側面に根太を掛架固定する根太受金物
を設け、さらに上記土台本体の上面には柱の下端
を固定する金物を設けた木造建物における嵩上げ
用土台である。 That is, in the present application, a base body 3 made of steel is disposed on the upper surface of the base 2, and lateral slip prevention plates inscribed on the inner surface of the base are attached at predetermined intervals to the inner surface of the base body. At the same time, metal fittings for connection with the foundation are provided on the lower surface of the foundation body at positions corresponding to the front square notches 2A carved at predetermined intervals on the upper surface of the foundation 2, and This foundation for raising the height of a wooden building is provided with a joist support for suspending and fixing a joist on the inside surface, and a hardware for fixing the lower end of a column on the upper surface of the base body.
この場合、切欠き部2Aが換気口を取付けるた
めの正面方形の切欠きとすることができる。 In this case, the cutout portion 2A can be a front square cutout for attaching a ventilation hole.
ロ 考案の実施例
1は本案の木造建物における嵩上げ用土台であ
る。2は公知の基礎で、3はこの基礎の上面に配
設された土台本体で、角筒状の鋼材をもつてなる
縦材3Aと横材3Bと平面方形に連設した外枠部
3Cとこの外枠部3C内に適宜張設された補強材
3Dで構成されている。B. Example 1 of the invention is a raised foundation for a wooden building according to the invention. 2 is a known foundation, and 3 is a base body disposed on the upper surface of this foundation, which includes vertical members 3A and horizontal members 3B made of rectangular cylindrical steel members, and an outer frame portion 3C connected in a rectangular plane. It is composed of a reinforcing material 3D stretched appropriately within this outer frame portion 3C.
そして、3Eはこの土台本体3の下面に所定間
隔をもつて添着せしめた基礎2との連結用の箱状
金物で、水平部3E′とこの水平部の両端に折りた
てた両壁3E″とからなり、水平部3E′にはアン
カーボルト7を貫入する小孔が穿設されている。 3E is a box-shaped metal fitting attached to the lower surface of this base body 3 at a predetermined interval for connection with the foundation 2, and includes a horizontal part 3E' and both walls 3E'' folded at both ends of this horizontal part. A small hole through which the anchor bolt 7 passes is bored in the horizontal portion 3E'.
なお、この箱状金物3Eの取付位置は、基礎2
における所定間隔をもつて刻設された正面方形の
切欠き部2Aに対応するよう取付けることができ
る。 The installation position of this box-shaped hardware 3E is the foundation 2.
It can be attached so as to correspond to the square cutout portions 2A cut out at predetermined intervals on the front surface.
この場合、切欠き部2Aは、基礎2に取付けら
れる公知の換気口を取付けるための正面方形の切
欠き部であつてもよい。 In this case, the cutout 2A may be a front square cutout for mounting a known ventilation hole attached to the foundation 2.
3Fは外枠部3C、さらには必要であれば補強
材3Dの内側面に添着された横ずれ防止板で、下
方部分3F′は基礎2の内側面に内接できるよう外
枠部の下端より下方へ突出した状態となつてい
る。 3F is a lateral slip prevention plate attached to the outer frame 3C and, if necessary, to the inner surface of the reinforcing material 3D, and the lower portion 3F' is a plate below the lower end of the outer frame so that it can be inscribed on the inner surface of the foundation 2. It is in a state of protrusion.
4は外枠部3Cや補強材3D内に横架された公
知の根太であるが、この両端部はこれら外枠部3
Cや補強材3Dの内側に対向するよう固着された
箱状の根太受金物3Gで支持されている。 Reference numeral 4 denotes a well-known joist horizontally suspended within the outer frame portion 3C and reinforcing material 3D, and both ends of the joists are connected to the outer frame portion 3.
It is supported by a box-shaped joist support 3G fixed to the inside of C and the reinforcing material 3D so as to face each other.
この根太受金物3Gは水平部3G′の両端に起
立せしめた両壁3G″から構成され、この両壁3
G″には釘穴が穿設されている。 This joist support 3G is composed of both walls 3G'' that stand up at both ends of the horizontal portion 3G'.
A nail hole is drilled in G″.
5は土台上に植設されるべき柱であるが、この
柱は上記外枠部や補強材の上面に突設した釘穴を
有する一対の壁3H′,3H′からなる受金物3H
で、当該柱5の下端を釘止めして固定するよう構
成されている。 5 is a pillar to be planted on the foundation, and this pillar is a support 3H consisting of a pair of walls 3H', 3H' having nail holes protruding from the outer frame and the upper surface of the reinforcing material.
The lower end of the pillar 5 is fixed by nailing.
6は外枠部における縦材3Aと横材3Bを平面
L状に連結する場合や、外枠部に対して補強材3
Dを平面T字状に連結する場合に使用する平面L
状の連結金物である。 6 is used when connecting the vertical members 3A and the horizontal members 3B in the outer frame part in a planar L shape, or when the reinforcing member 3 is attached to the outer frame part.
Plane L used when connecting D into a plane T shape
It is a type of connecting hardware.
ハ 作用 効果と共に説明する。C Effect I will explain it along with the effects.
C 考案の効果
イ 木造建物に地盤沈下による傾きなどが生じた
場合、基礎の破壊が生じた場合でも、基礎の上
に嵩上げ用土台が配設されているから、当該嵩
上げ用土台部分を公知の方法で支持しながら嵩
上げ用土台上の木造建物に影響を与えることな
く、基礎部分の補修工事を行うことができる。C. Effects of the invention (a) Even if a wooden building is tilted due to ground subsidence or the foundation is destroyed, the raised foundation is placed on top of the foundation, so the raised foundation can be raised using a known method. Repair work can be carried out on the foundation part without affecting the wooden building on the raised foundation while being supported by the method.
また、この補修工事を短い工期で安全に行う
ことができる。 Moreover, this repair work can be carried out safely in a short construction period.
加えて、上述のように地盤沈下による傾きな
どが生じた場合、基礎の破壊が生じた場合で
も、嵩上げ用土台上の木造建物の破損が少な
い。 In addition, as mentioned above, even if the foundation is destroyed or tilted due to ground subsidence, the wooden building on the raised foundation is less likely to be damaged.
ロ 土台に鋼構造物である嵩上げ用土台を使用し
ているため、木造建物の所謂足下が頑強にな
り、外壁、窓枠(サツシユ)等の納まりをよく
することができる。(b) Since a raised foundation, which is a steel structure, is used for the foundation, the so-called foot of the wooden building becomes strong, and it is possible to better fit external walls, window frames, etc.
ハ 鋼構造物である嵩上げ用土台を使用するた
め、基礎の強度を向上させることができる。C. The strength of the foundation can be improved because it uses a raised foundation that is a steel structure.
すなわち、鋼構造物であるから木造建物に応
じた撓み、強度などを計算して使用できるた
め、土台としての役目に限らず構造物としての
使用が可能である。 In other words, since it is a steel structure, the deflection, strength, etc. can be calculated and used according to the wooden building, so it can be used not only as a foundation but also as a structure.
ニ 上記土台本体の内側面には上記基礎の内側面
に内接する横ずれ防止板を所定間隔をもつて取
付けたから、土台本体が基礎からずれることが
ない。D. Since the lateral slip prevention plates inscribed in the inner surface of the foundation are attached at a predetermined interval to the inner surface of the foundation main body, the foundation main body will not shift from the foundation.
ホ 根太受金物を設けたから、根太の張設を容易
かつ確実に行うことができる。E. Since the joist supports are provided, the joists can be installed easily and reliably.
ヘ 上記土台本体の上面には柱の下端を固定する
金物を設けたから、下記の効果を期待できる。F Since the upper surface of the above-mentioned foundation body is provided with hardware to fix the lower end of the column, the following effects can be expected.
現場施工上、鋼構造物と木の柱とではなじみ
が悪いが、この金物により柱を容易かつ確実に
連結することができる。 During on-site construction, steel structures and wooden columns do not fit together well, but this hardware allows the columns to be easily and reliably connected.
第1図は平面図、第2図は正面図、第3図は側
面図、第4図は同上の要部拡大図、第5図はA−
A線断面図、第6図は、第7図、第8図は斜視図
である。
1……木造建物における嵩上げ用土台、2……
基礎、3……土台本体。
Figure 1 is a plan view, Figure 2 is a front view, Figure 3 is a side view, Figure 4 is an enlarged view of the same main parts, Figure 5 is A-
The A-line sectional view, FIG. 6, FIG. 7, and FIG. 8 are perspective views. 1... Foundation for raising the height of wooden buildings, 2...
Foundation, 3...The main body of the foundation.
Claims (1)
し、上記土台本体の内側面には上記基礎の内側
面に内接する横ずれ防止板を所定間隔をもつて
取付けると共に、上記土台本体の下面には当該
基礎2の上面に所定間隔をもつて刻設された正
面方形の切欠き部2Aに対応する位置をもつて
基礎との連結するための金物を設け、また内側
面に根太を掛架固定する根太受金物を設け、さ
らに上記土台本体の上面には柱の下端を固定す
る金物を設けたことを特徴とする木造建物にお
ける嵩上げ用土台。 2 切欠き部2Aが換気口を取付けるための正面
方形の切欠きである実用新案登録請求の範囲第
1項記載の木造建物における嵩上げ用土台。[Scope of Claim for Utility Model Registration] 1. A base body 3 made of steel is disposed on the upper surface of the base 2, and lateral slip prevention plates inscribed in the inner surface of the foundation are provided at predetermined intervals on the inner surface of the base body. At the same time, metal fittings for connection with the foundation are provided on the lower surface of the foundation body at positions corresponding to the front square notches 2A carved at predetermined intervals on the upper surface of the foundation 2, A raised base for a wooden building, characterized in that a joist support for suspending and fixing a joist is provided on the inner surface, and a hardware for fixing the lower end of a column is further provided on the upper surface of the base body. 2. The raised foundation for a wooden building according to claim 1 of the utility model registration claim, wherein the cutout portion 2A is a front square cutout for attaching a ventilation hole.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8968186U JPH0448242Y2 (en) | 1986-06-11 | 1986-06-11 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8968186U JPH0448242Y2 (en) | 1986-06-11 | 1986-06-11 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS62201252U JPS62201252U (en) | 1987-12-22 |
JPH0448242Y2 true JPH0448242Y2 (en) | 1992-11-13 |
Family
ID=30948876
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP8968186U Expired JPH0448242Y2 (en) | 1986-06-11 | 1986-06-11 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0448242Y2 (en) |
-
1986
- 1986-06-11 JP JP8968186U patent/JPH0448242Y2/ja not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS62201252U (en) | 1987-12-22 |
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