JPS5918504B2 - foundation construction equipment - Google Patents
foundation construction equipmentInfo
- Publication number
- JPS5918504B2 JPS5918504B2 JP9373676A JP9373676A JPS5918504B2 JP S5918504 B2 JPS5918504 B2 JP S5918504B2 JP 9373676 A JP9373676 A JP 9373676A JP 9373676 A JP9373676 A JP 9373676A JP S5918504 B2 JPS5918504 B2 JP S5918504B2
- Authority
- JP
- Japan
- Prior art keywords
- foundation
- width
- groove
- spacer
- shaped groove
- 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
- 238000010276 construction Methods 0.000 title claims description 6
- 125000006850 spacer group Chemical group 0.000 claims description 12
- 230000000630 rising effect Effects 0.000 claims description 10
- 230000003014 reinforcing effect Effects 0.000 claims description 9
- 238000000465 moulding Methods 0.000 claims description 5
- 230000002787 reinforcement Effects 0.000 description 7
- 238000009415 formwork Methods 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000008719 thickening Effects 0.000 description 1
Landscapes
- Foundations (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【発明の詳細な説明】
本発明は、適宜の間隔をおいて配置するそれぞれ頂面１
の中央部に溝幅な基礎の立上部幅と合致させると共に内
底部２に鉄筋３の下端筋４を嵌合する７字溝５を凹設し
た基礎スペーサー６と、該基礎スペーサー６の両側に相
対向して固定するベースアングル７と、前記７字溝５の
雨上縁部８土に沿って相対向して固定する基礎立上部９
の成厚用型枠１０とからなる基礎の構築装置に関するも
ので、その目的とするところは立上部を有する遅礎の構
築に便ならしめんとするにある。DETAILED DESCRIPTION OF THE INVENTION The present invention provides two top surfaces 1 arranged at appropriate intervals.
A foundation spacer 6 is provided with a groove 5 in the center thereof to match the width of the rising part of the foundation with a groove width and to fit the lower end reinforcement 4 of the reinforcing bar 3 in the inner bottom part 2, and on both sides of the foundation spacer 6. A base angle 7 that faces each other and is fixed, and a foundation upright part 9 that faces each other and is fixed along the upper edge 8 of the 7-shaped groove 5 and the soil.
This invention relates to a foundation construction device consisting of a thickening form 10, and its purpose is to facilitate the construction of slow foundations having rising parts.
尚、図中の符号１１はコンクリートを示す。In addition, the code|symbol 11 in a figure shows concrete.
而して本発明は上記した構成であるから、基醜の構築に
あっては、先ずそれぞれ頂面１の中央部に溝幅を基礎の
立上部の幅と合致させると共に、内底部２に鉄筋３の下
端筋４を嵌合する７字溝５を凹設した基礎スペーサー６
を適宜の間隔をおいて配置する。Since the present invention has the above-described configuration, when constructing the foundation, first, the width of the groove in the center of the top surface 1 is matched with the width of the rising part of the foundation, and reinforcing bars are installed in the inner bottom 2. Foundation spacer 6 with a 7-shaped groove 5 into which the lower end reinforcement 4 of 3 is fitted
are placed at appropriate intervals.
次に前記基礎スペーサー６の両側に接して第２図に示す
ようにベースアングル７を相対向して固定せしめ、次い
で第３図に示すように基礎スペーサー６の頂面１に凹設
した７字溝５の内底部２に沿って鉄筋３の下端筋４を嵌
合すると共に、前記７字溝５の雨上縁部８に溢って基礎
の立上部９の成型用型枠１０を相対向して固定した後、
第４図に示すように前記固定した相対向する成型用型枠
１０内にコンクリート１１を流し込んで基礎の立上部９
を打設すれば、基礎スペーサー６の頂面１上に７字溝５
の溝幅と合致する基礎幅を有する立上部９を打設した基
礎が構築されるものである。Next, the base angles 7 are fixed facing each other in contact with both sides of the basic spacer 6 as shown in FIG. 2, and then, as shown in FIG. The lower end reinforcement 4 of the reinforcing bar 3 is fitted along the inner bottom 2 of the groove 5, and the molding form 10 of the rising part 9 of the foundation is placed opposite to each other by overflowing the upper edge 8 of the 7-shaped groove 5. After fixing the
As shown in FIG. 4, concrete 11 is poured into the fixed molding forms 10 facing each other, and the rising part 9 of the foundation is poured.
By casting, a figure 7 groove 5 will be formed on the top surface 1 of the foundation spacer 6.
A foundation is constructed by pouring a raised portion 9 having a foundation width that matches the groove width.
このように本発明は適宜の間隔において配置するそれぞ
れ頂面の中央部に溝幅を基礎の立上部の幅と合致させる
と共に内底部に鉄筋の下端筋を嵌合する７字溝を凹設し
た基礎スペーサーと、該基礎スペーサーの両側に相対向
して固定するベースアングル７と、前記７字溝の両玉縁
部上に沿って相対向して固定する基礎立上部の成型用型
枠とからなるもので、前記したように適宜の間隔をおい
て配置した基礎スペーサーの両側にベースアングルを固
定し、次いで前記基礎スペーサーに凹設した７字溝の内
底部に鉄筋の下端筋を嵌合すると共に前記７字溝の上縁
部に沿って基礎の立上部の成型用型枠を固定した後、該
型枠の内部にコンクリートを流し込んで立上部を打設す
れば、前記配置した基礎スペーサーの頂面上に７字溝の
溝幅と合致する基礎幅を有する立上部を打設した基礎が
構築されるものであって、従来のように地墨作業を不要
とするから、斯種基礎の施工はきわめて容易となると共
に施工期間を大幅に短縮出来るという利点があり、しか
も鉄筋の下端筋は７字溝の内底部に嵌合して安定よく支
持されるものであり、従ってコンクリートの打設に際し
て鉄筋が動揺したり沈降することがないから、鉄筋を埋
設するコシクリートのかぶり厚さが常に一定したきわめ
て強固な基礎が得られるという便利な効果がある。In this way, the present invention has grooves arranged at appropriate intervals in the center of each top surface, the groove width of which matches the width of the rising part of the foundation, and the inner bottom of which is recessed a 7-shaped groove into which the lower end reinforcement of the reinforcing steel is fitted. A base spacer, a base angle 7 fixed oppositely to each other on both sides of the base spacer, and a molding form for the foundation upright part fixed oppositely along both ball edges of the 7-shaped groove. As described above, the base angles are fixed on both sides of the foundation spacers arranged at appropriate intervals, and then the lower end reinforcement of the reinforcing bar is fitted into the inner bottom of the 7-shaped groove recessed in the foundation spacer. After fixing the formwork for forming the rising part of the foundation along the upper edge of the 7-shaped groove, pour concrete into the formwork and pouring the rising part. This type of foundation is constructed by pouring a rising part on the top surface with a foundation width that matches the groove width of the figure 7 groove, and does not require ground marking work as in the conventional method. It has the advantage that construction is extremely easy and the construction period can be significantly shortened.Moreover, the lower end reinforcement of the reinforcing bar fits into the inner bottom of the figure 7 groove and is stably supported, making it easier to place concrete. Since the reinforcing bars do not sway or settle during this process, this has the advantageous effect of providing an extremely strong foundation in which the cover thickness of the cosiclete in which the reinforcing bars are buried is always constant.
図面は本発明の実施例を示すもので、第１図は分解斜視
図、第２図乃至第４図は基礎を構築する工程を示す正面
図である。
主要符号１・・・・・・頂面、２・・・・・・内底部、
３・・・・・・鉄筋、４・・・・・・下端筋、５・・・
・・・Ｖ字溝、６・・・・・・基礎スペーサー、７・・
・・・・ベースアングル、８・・・・・・雨上縁部、９
・・・・・・立上部、１０・・・・・・成型用型枠。The drawings show an embodiment of the present invention, and FIG. 1 is an exploded perspective view, and FIGS. 2 to 4 are front views showing the steps of constructing a foundation. Main code 1...Top surface, 2...Inner bottom,
3...Reinforcement bar, 4...Lower end bar, 5...
...V-shaped groove, 6...Foundation spacer, 7...
... Base angle, 8 ... Rain upper edge, 9
... Standing part, 10 ... Formwork for molding.
Claims (1)
部に溝幅を基礎の立上部幅と合致させると共に内底部２
に鉄筋３の下端筋４を嵌合する７字溝５を凹設した基礎
スペーサー６と、該基礎スペーサー６の両側に相対向し
て固定するベースアングル７と、前記７字溝５の雨上縁
部８上に沿って相対向して固定する基礎立、上部９の成
型用型枠１０とからなる基礎の構築装置。1 Place the grooves at appropriate intervals in the center of each top surface 1 so that the width of the groove matches the width of the rising part of the foundation, and the inner bottom 2
A foundation spacer 6 with a 7-shaped groove 5 into which the lower end reinforcing bar 4 of the reinforcing bar 3 is fitted, a base angle 7 fixed oppositely to both sides of the foundation spacer 6, and a rain relief of the 7-shaped groove 5 A foundation construction device comprising a foundation stand fixed facing each other along an edge 8 and a molding frame 10 for an upper part 9.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9373676A JPS5918504B2 (en) | 1976-08-06 | 1976-08-06 | foundation construction equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9373676A JPS5918504B2 (en) | 1976-08-06 | 1976-08-06 | foundation construction equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5319610A JPS5319610A (en) | 1978-02-23 |
| JPS5918504B2 true JPS5918504B2 (en) | 1984-04-27 |
Family
ID=14090686
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9373676A Expired JPS5918504B2 (en) | 1976-08-06 | 1976-08-06 | foundation construction equipment |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5918504B2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS57135757A (en) * | 1981-02-13 | 1982-08-21 | Taisei Corp | Composition for controlling volume of cementitious material during setting process and concrete construction method therewith |
| JPS5992964A (en) * | 1982-11-18 | 1984-05-29 | 住友金属鉱山株式会社 | Manufacture of steam-cured lightweight foamed concrete |
| JPS6345158A (en) * | 1987-08-06 | 1988-02-26 | 大成建設株式会社 | Composition for volume control in cementitious material setting process |
-
1976
- 1976-08-06 JP JP9373676A patent/JPS5918504B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5319610A (en) | 1978-02-23 |
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