JPS5918838A - Lower structure of building outer periphery - Google Patents
Lower structure of building outer peripheryInfo
- Publication number
- JPS5918838A JPS5918838A JP12715682A JP12715682A JPS5918838A JP S5918838 A JPS5918838 A JP S5918838A JP 12715682 A JP12715682 A JP 12715682A JP 12715682 A JP12715682 A JP 12715682A JP S5918838 A JPS5918838 A JP S5918838A
- Authority
- JP
- Japan
- Prior art keywords
- outer periphery
- foundation
- recessed step
- mortar
- lower structure
- 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
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
この発明は建物外周部の下部構造に関するもので、施工
が安価かつ容易で、雨仕霞性能にも優れ、しかも配管、
配線も納まり良く行なえるようにすることを目的とする
。[Detailed Description of the Invention] This invention relates to a substructure for the outer periphery of a building, which is inexpensive and easy to construct, has excellent rain and haze performance, and has piping,
The purpose is to ensure that the wiring can be done well.
この発明の一実施例を第１図ないし第５図を用いて説明
する。すなわち、この建物外周部の下部構造は、第１図
に示すように、布基礎１の天端に土台金具２を介して外
壁バネμ３を取付け、土台金具２の屋外側にモルタル層
４を延設して、このモルタル層４の下端と布基礎１との
間に溝５を形成したものである。An embodiment of the present invention will be described with reference to FIGS. 1 to 5. That is, as shown in FIG. 1, the lower structure of the outer periphery of this building is constructed by attaching an outer wall spring μ3 to the top of a cloth foundation 1 via a base metal fitting 2, and extending a mortar layer 4 on the outdoor side of the base metal fitting 2. A groove 5 is formed between the lower end of the mortar layer 4 and the cloth foundation 1.
施工手順に従って詳説すると、つぎのとおりである。The details of the construction procedure are as follows.
１１１ｇ２図に示すように、コンクリート製本体６上に
モルタル層７を積層した布基礎１を形成する。すなわち
、基礎鉄筋（図示省略）にアンカーポルト８を連結して
その両側に型枠（図示省略）を配し、屋外側に位置する
型枠の内側面と部に水平方向へ延びるピース材９を合釘
等で着脱自在に取イ］けた後、その型枠間にコンクリー
トを流し込んで布基礎本体６を形成するうこの場合、本
体６の屋外面上部と屋内面１部には、それぞれ四段部１
０．１１を形成する。この本体６が硬化すｈば、ピース
材９だけ凹段部１０に残して型枠を取外し、本体６のと
面にモルタルをこてで塗り刷毛引き仕とげしてモルタル
層７を積層形成する。この場合、アンカーボルト８．０
Ｌ部を、モルタル層７のヒ面から突出させる。As shown in Figure 111g2, a cloth foundation 1 is formed by laminating a mortar layer 7 on a concrete body 6. That is, anchor ports 8 are connected to foundation reinforcing bars (not shown), formwork (not shown) is arranged on both sides, and piece materials 9 extending horizontally are placed on the inner surface and part of the formwork located on the outdoor side. In the case of forming the cloth foundation body 6 by pouring concrete between the formworks after detachably attaching them with dowels, etc., there are four tiers on the upper part of the outdoor side and the first part of the indoor side of the main body 6. Part 1
0.11 is formed. Once the main body 6 has hardened, the formwork is removed leaving only the piece material 9 in the recessed step 10, and mortar is applied to the sides of the main body 6 with a trowel and finished with a brush to form a laminated mortar layer 7. . In this case, anchor bolt 8.0
The L portion is made to protrude from the bottom surface of the mortar layer 7.
（２１第３図に示すように、コ字形土台金具２を、布基
礎１の上面へ、その長手方向（第３図紙面直角方向）１
に活って間欠配置し、その上片にアンカーポルト８を貫
通させてナラ）１２Ｖｃより固定する。(21 As shown in Fig. 3, attach the U-shaped base metal fitting 2 to the top surface of the cloth foundation 1 in its longitudinal direction (direction perpendicular to the plane of the paper in Fig. 3) 1
The anchor port 8 is passed through the upper piece of the anchor port 8 and fixed at 12Vc.
（３１床梁１３を土台金ＪＬ２の中央片にボルト１４゜
ナ−ｙ ） １５により固定する。この場合、床梁１３
には、その屋内面に予めアングル１６を溶接固定して訃
き、そのアング）ｖ１６−ヒにデ・フキプレート１７を
載架する。(31) Fix the floor beam 13 to the center piece of the base metal JL2 with bolts 14° (15). In this case, the floor beam 13
To do this, the angle 16 is welded and fixed to the indoor surface in advance, and the de-fuki plate 17 is mounted on the angle.
（４） 壁パネル３のｈ型下枠３ａを土台金具２の上
片に載置して、ボルト１８．す、すｔ・１９により固定
する。(4) Place the H-shaped lower frame 3a of the wall panel 3 on the upper piece of the base metal fitting 2, and tighten the bolts 18. Fix it with s.t.19.
（５１第４図に示すように、グラスウールからなる断熱
材２０を、壁バネ／１／３と布基礎１間に屋外側から押
し込む。(51 As shown in FIG. 4, a heat insulating material 20 made of glass wool is pushed between the wall spring/1/3 and the fabric foundation 1 from the outdoor side.
（６） 塩ビ鋼板２１を、壁バネ／Ｉ／３０下枠３ａ
の屋外面から布基礎１の天端１ａにかけて溢わせ、塩ビ
鋼板２１の上部を下枠３ａヘビス２２により固定する。(6) The PVC steel plate 21 is attached to the wall spring/I/30 lower frame 3a.
It overflows from the outdoor surface to the top end 1a of the cloth foundation 1, and the upper part of the PVC steel plate 21 is fixed with the lower frame 3a and the heavies 22.
（７） 七ルタｌレヲ、壁パネル３とピース材９間の
範囲内で、塩ビ鋼板２１と凹段部１０の屋外側にこてで
塗、り刷毛引き仕とげして第５図に示すモルタ３店４ｆ
：形成する。(7) Apply with a trowel to the outdoor side of the PVC steel plate 21 and the recessed part 10 within the area between the wall panel 3 and the piece material 9, and finish with a brush as shown in Figure 5. Morta 3 store 4th floor
:Form.
（８） モルタルｆｆ４のモルタル硬化後、ピース材
９（第４図）を取り去って、ｌＲ５を形成する。(8) After mortar hardening of mortar ff4, piece material 9 (FIG. 4) is removed to form lR5.
（９１デ・ツギプレート１７上にコンフリートラ打設し
て床下地２３を形成する。(Concrete flooring is poured on top of the 91-de-tsugi plate 17 to form the subfloor 23.
このように溝底した結果、モルダル層４は、壁パネル３
の下部と凹段部１０の範囲内に形成するだけでよく、従
来のように壁パネル３０丁部から布基ｖ１１の屋外面全
体にかけてモルタル層金形成する必要がないため、モル
タルのローコス） 化および施工の簡略化を図れる。ま
た、モルクル層４と凹段部】０の底面１０ａとの間にｔ
ｔ＋１５が形ｂＥされる定め、七ルタ／Ｌ／層４の屋外
面４ａを流下してきた雨水は、その下部コーナ部４ｂで
Ｆ方へ雨下して凹段部１０下方の屋外面】ｂへ移行し、
哲い換えれば、雨水がモルタ／”Ｒ４の下面４Ｃを伝っ
て而５の内方へほとんど侵入しなくなるため、雨水が布
基礎１とモルタル層４の接合部を毛細管現象［ｊり移動
して屋内側へ侵入してぐるのを防止できる。さらに、上
記溝５２！ｉｌ−利用して、その溝５内Ｖｃ配管、配線
を納まり艮〈行なうこともできる。As a result of forming the groove bottom in this way, the moldal layer 4 forms the wall panel 3.
It is only necessary to form the mortar layer in the lower part of the wall panel and within the range of the concave stepped portion 10, and there is no need to form a mortar layer from the 30th section of the wall panel to the entire outdoor surface of the fabric base V11 as in the conventional method. And construction can be simplified. Also, there is a t between the morcle layer 4 and the bottom surface 10a of the recessed step part ]0.
Assuming that t+15 is shaped bE, the rainwater flowing down the outdoor surface 4a of layer 4 falls in the direction F at the lower corner 4b and flows to the outdoor surface below the recessed step 10] b transition,
To put it another way, rainwater travels along the lower surface 4C of the mortar/R4 and hardly enters into the inside of the mortar 5, so rainwater moves through the joint between the cloth foundation 1 and the mortar layer 4 by capillary action. Intrusion into the indoor side can be prevented.Furthermore, the groove 52!il- can be used to accommodate Vc piping and wiring inside the groove 5.
しかも、その溝５の形成も、型枠にピース材９を着脱自
在に取付けるだけで容易に行なえる。Moreover, the formation of the groove 5 can be easily carried out by simply attaching the piece material 9 to the formwork in a detachable manner.
以とのように、この光明の建物外周部の下部構造は、屋
外面上部に四段部を形成した布基礎と、この布基礎の天
端に固定した土台と、この土台上に立設した壁と、上端
を前記壁の下部に連接するとともに前記土台の屋外側か
ら前記凹段部にかけて削設して下端を凹段部の底面上方
に離隔配置することにより下端と凹段部底面との間１ｃ
溝を形成したモルタル層と全備えているため、施工が安
価かつ容易で、雨仕舞性能にも優れ、しかも配管。As mentioned above, the substructure of the outer periphery of the Komyo building consists of a cloth foundation with four tiers formed on the top of the outdoor surface, a base fixed to the top of this cloth foundation, and a structure erected on top of this foundation. A wall, whose upper end is connected to the lower part of the wall, and is cut from the outdoor side of the base to the recessed step, and the lower end is spaced above the bottom of the recessed step, thereby connecting the lower end and the bottom of the recessed step. Between 1c
Since it is completely equipped with a mortar layer with grooves formed, construction is cheap and easy, and it has excellent rain protection performance, and it is also equipped with piping.
配線を納まり艮〈行なえるという効果がある。It has the effect of allowing wiring to be carried out.
第１図はこの発明の一実施例の断面図、第２図ないし第
５図はその施工説明図である。FIG. 1 is a sectional view of an embodiment of the present invention, and FIGS. 2 to 5 are illustrations of its construction.
Claims (1)
天端に固定した土台と、この土台上に立設した壁と、１
端を前記壁の下部に連接するとともに前記土台の屋外側
から前記凹段部にかけて沿設して下端を凹段部の底面と
方！／Ｃ離隔配置することにより下端と凹段部底面との
間に溝を形成したモルタＡ７層とを備え比建物外周部の
下部構造。A cloth foundation with a recessed step formed at the top of the outdoor surface, a base fixed to the top of this cloth foundation, and a wall erected on this foundation, 1
The end is connected to the lower part of the wall, and it is extended from the outdoor side of the foundation to the recessed step, and the lower end is connected to the bottom of the recessed step! /C A lower structure on the outer periphery of a building, comprising a mortar A7 layer that is spaced apart to form a groove between the lower end and the bottom surface of the recessed step.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12715682A JPS5918838A (en) | 1982-07-20 | 1982-07-20 | Lower structure of building outer periphery |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12715682A JPS5918838A (en) | 1982-07-20 | 1982-07-20 | Lower structure of building outer periphery |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5918838A true JPS5918838A (en) | 1984-01-31 |
| JPS6334929B2 JPS6334929B2 (en) | 1988-07-13 |
Family
ID=14953015
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12715682A Granted JPS5918838A (en) | 1982-07-20 | 1982-07-20 | Lower structure of building outer periphery |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5918838A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0583630U (en) * | 1992-03-31 | 1993-11-12 | 株式会社富士通ゼネラル | Ceiling-mounted air conditioner |
-
1982
- 1982-07-20 JP JP12715682A patent/JPS5918838A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6334929B2 (en) | 1988-07-13 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US4942707A (en) | Load-bearing roof or ceiling assembly made up of insulated concrete panels | |
| US4885884A (en) | Building panel assembly | |
| US3638382A (en) | Form for a concrete wall structure | |
| RU2040652C1 (en) | Foundation block | |
| US4909001A (en) | System of housing and building construction by means of prefabricated components | |
| US3881289A (en) | Building walls and prefabricated reinforced concrete wall sections | |
| US4570398A (en) | Sprayed concrete basement structure | |
| US6280669B2 (en) | Method for making insulated pre-formed wall panels for attachment to like insulated pre-formed wall panels | |
| US6321496B1 (en) | Insulated form assembly for a poured concrete wall | |
| JP2001512198A5 (en) | ||
| KR100631365B1 (en) | Steel Concrete Structure Using Angle Shapes | |
| US2250319A (en) | Building wall | |
| US2882712A (en) | Preformed and bonded masonry wall structure | |
| US3802139A (en) | Building constructed of vertical supports, longitudinal base element, and panel members | |
| JPS5918838A (en) | Lower structure of building outer periphery | |
| JPH03119241A (en) | Composite floor of deck plate and grc panel, and dty method composite roof | |
| US2150898A (en) | Construction of buildings | |
| JPS60195256A (en) | Brick lining structure | |
| JP2725022B2 (en) | Casting method of slab concrete | |
| JPS6032254Y2 (en) | roof structure | |
| JPS6346588Y2 (en) | ||
| US2109265A (en) | Inorganic building system | |
| JPH03156047A (en) | Composite floor of deck plate and concrete panel and dry-type method of composite roof | |
| JPS6128809Y2 (en) | ||
| SU1033667A1 (en) | Butt joint of outer and inner wall panels |