JP3445017B2 - Machine foundation and its construction method - Google Patents

Machine foundation and its construction method

Info

Publication number
JP3445017B2
JP3445017B2 JP08849395A JP8849395A JP3445017B2 JP 3445017 B2 JP3445017 B2 JP 3445017B2 JP 08849395 A JP08849395 A JP 08849395A JP 8849395 A JP8849395 A JP 8849395A JP 3445017 B2 JP3445017 B2 JP 3445017B2
Authority
JP
Japan
Prior art keywords
driving
foundation
machine foundation
jaw
concrete
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
JP08849395A
Other languages
Japanese (ja)
Other versions
JPH08284415A (en
Inventor
哲雄 石山
泉 堀尾
隆次 高田
政雄 小畑
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.)
Shimizu Corp
Original Assignee
Shimizu Corp
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 Shimizu Corp filed Critical Shimizu Corp
Priority to JP08849395A priority Critical patent/JP3445017B2/en
Publication of JPH08284415A publication Critical patent/JPH08284415A/en
Application granted granted Critical
Publication of JP3445017B2 publication Critical patent/JP3445017B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、建築物の屋上に設け
られ、各種の機械類が設置される機械基礎及びその施工
方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a machine foundation provided on a rooftop of a building, on which various machines are installed, and a construction method thereof.

【0002】[0002]

【従来の技術】従来より、建築物の屋上に設けられる機
械基礎を構築する場合、まず、機械基礎となる部分に鉄
筋を施し、この鉄筋の外周に型枠を配設し、さらに、こ
の型枠内にコンクリートを打設し、このコンクリートの
硬化養生後に、型枠を取り外していた。
2. Description of the Related Art Conventionally, when constructing a machine foundation to be installed on the roof of a building, first, a reinforcing bar is applied to a portion which becomes the machine foundation, and a mold is arranged on the outer periphery of the reinforcing bar. The concrete was placed in the frame, and after the concrete was hardened and cured, the form was removed.

【0003】[0003]

【発明が解決しようとする課題】ところで、上記のよう
な機械基礎にあっては、現場における型枠作業に多大な
労力を要し、また、外周側の水きり部分等が複雑な形状
であることより、その型枠作業に、近年不足している熟
練工が必要であった。また、この種の木製の型枠材は、
使い捨てされる場合が多く、環境保護等の目的からその
使用が控えられつつあった。
By the way, in the machine foundation as described above, a great deal of labor is required for the work of the mold on the site, and the outer peripheral side water-drained portion has a complicated shape. Therefore, a skilled worker, which has been lacking in recent years, is required for the formwork work. In addition, this type of wooden form material,
In many cases, it is thrown away, and its use is being refrained from the purpose of environmental protection.

【0004】この発明は、上記事情に鑑みてなされたも
ので、熟練を要することなく、極めて容易に構築するこ
とが可能な機械基礎及びその施工方法を提供することを
目的としている。
The present invention has been made in view of the above circumstances, and an object of the present invention is to provide a machine foundation and a construction method thereof that can be constructed extremely easily without requiring skill.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するため
に、請求項1記載の機械基礎は、打設されるコンクリー
トとともに埋め込まれる打込み型枠材によって外周が囲
われる機械基礎であって、前記打込み型枠材は、下部型
枠部材および上部型枠部材をH型連結部材を介して上下
に連結してなる立ち上がり型枠部材と、この立ち上がり
型枠部材にH型連結部材によって連結される顎型枠部材
とからなり、前記顎型枠部材には、その外周側における
下面側に水きり部が形成され、前記下部型枠部材には、
前記打込み型枠の高さの調節を行うレベラが設けられて
いることを特徴としている。請求項2記載の機械基礎
は、請求項1記載の機械基礎において、前記打込み型枠
部材の内部に、補強筋が一体的に設けられてなることを
特徴としている。請求項3記載の機械基礎は、請求項1
または請求項2記載の機械基礎において、前記顎型枠部
材の前記水きり部よりも内周側における下面側に、周方
向へ亘って嵌合溝が形成され、該嵌合溝には、周方向へ
亘って保護壁が嵌め込まれてなることを特徴としてい
る。請求項4記載の機械基礎の施工方法は、建築物の屋
上における機械基礎の設置箇所に補強筋を配設し、この
補強筋を囲うように、下部型枠部材および上部型枠部材
をH型連結部材を介して上下に連結してなる立ち上がり
型枠部材と、外周側における下面側に水きり部が形成さ
れた顎型枠部材とをH型連結部材によって上下に連結し
てなる打込み型枠材を配設し、該打込み型枠の高さをレ
ベラにより調節を行った後、前記打込み型枠材の内部に
コンクリートを打設し、前記打込み型枠材をコンクリー
トとともに埋め込むことを特徴としている。
In order to achieve the above object, the machine foundation according to claim 1 is a machine foundation whose outer periphery is surrounded by a driving form material embedded together with concrete to be poured. The driving mold material is the lower mold
The frame member and the upper frame member are vertically moved through the H-shaped connecting member.
And a jaw form member connected to the rise form member by an H-shaped connecting member. The jaw form member has a water cutout portion on the lower surface side on the outer peripheral side thereof. There are formed, in the front Symbol lower mold member,
A leveler is provided to adjust the height of the driving form.
It is characterized by being. A machine foundation according to a second aspect is the machine foundation according to the first aspect, characterized in that reinforcing bars are integrally provided inside the driving form member. The mechanical foundation according to claim 3 is the same as that of claim 1.
Alternatively, in the machine foundation according to claim 2, a fitting groove is formed in a circumferential direction on the lower surface side of the jaw form member on the inner circumferential side of the water cutting portion, and the fitting groove has a circumferential direction. It is characterized in that a protective wall is fitted over the area. The construction method of the machine foundation according to claim 4 is a building shop.
Place reinforcing bars at the installation location of the machine foundation above,
Lower formwork member and upper formwork member so as to surround the reinforcing bar
Is formed by connecting the top and bottom via the H-shaped connecting member.
The form member and the water cutout part on the lower surface side on the outer peripheral side are formed.
The upper and lower jaw form members are connected by an H-type connecting member up and down.
Of the driving formwork, and the height of the driving formwork is adjusted.
After adjusting with a spatula, put it inside the driving form material.
Concrete is placed and the above-mentioned formwork material is concrete.
It is characterized by being embedded together with the package.

【0006】[0006]

【作用】請求項1記載の機械基礎によれば、木製の型枠
材を用いることなく、水きり部が形成された顎部を有す
る機械基礎を構築することが可能となる。請求項2記載
の機械基礎によれば、水きり部が形成された顎部を有す
るとともに、内部に補強筋が配設された機械基礎を構築
することが可能となる。請求項3記載の機械基礎によれ
ば、嵌合溝へ保護壁を嵌め込むことにより、機械基礎の
外周側に保護壁が設置された機械基礎が構築される。請
求項4記載の機械基礎の施工方法によれば、木製の型枠
を用いることなく、極めて容易に、水きり部が形成され
た顎部を有しかつ補強筋によって補強された機械基礎が
構築される。
According to the mechanical foundation of the first aspect, it is possible to construct a mechanical foundation having a jaw portion having a water cut portion without using a wooden form material. According to the mechanical foundation of the second aspect, it is possible to construct a mechanical foundation having a jaw portion in which a water cutoff portion is formed and having reinforcing bars arranged therein. According to the machine foundation of the third aspect, by fitting the protection wall into the fitting groove, the machine foundation having the protection wall installed on the outer peripheral side of the machine foundation is constructed. According to the method for constructing a machine foundation according to claim 4 , a wooden formwork
It is extremely easy to form a drainage part without using
A mechanical foundation that has
Be built.

【0007】[0007]

【実施例】以下、本発明の機械基礎及びその施工方法の
実施例を図によって説明する。図1から図4において、
符号1は、機械基礎である。この機械基礎1は、その外
周側が打込み型枠材2によって構成されており、この打
込み型枠材2によって囲われた内部にコンクリートKが
打設されている。また、このコンクリートKが打設され
た打込み型枠材2の内部には、基礎用鉄筋(補強筋)3
が配設されており、この基礎用鉄筋3が、建築物の屋上
に配設された鉄筋4と連結されている。また、基礎用鉄
筋3には、その上端に、複数のアンカー5が、所定の位
置にてコンクリートKの上面側から突出されており、こ
れらアンカー5に、設置される機械の土台Dの固定孔が
挿通され、ナット6によって締結固定されるようになっ
ている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of a machine foundation and a construction method thereof according to the present invention will be described below with reference to the drawings. 1 to 4,
Reference numeral 1 is a machine foundation. An outer peripheral side of the machine foundation 1 is formed by a driving form material 2, and concrete K is placed inside the area surrounded by the driving form material 2. In addition, inside the driving form material 2 on which the concrete K is placed, the reinforcing bar 3 for the foundation is reinforced.
Is arranged, and the reinforcing bar 3 for the foundation is connected to the reinforcing bar 4 arranged on the roof of the building. In addition, a plurality of anchors 5 are projected at a predetermined position from the upper surface side of the concrete K on the upper end of the reinforcing bar 3 for foundation, and the fixing holes of the base D of the machine to be installed are fixed to these anchors 5. Is inserted and fastened and fixed by the nut 6.

【0008】打込み型枠材2は、下部型枠部材11と上
部型枠部材12とを連結してなる立ち上がり型枠部材1
0と、この立ち上がり型枠部材10に連結された顎型枠
部材13とから構成されたもので、これら下部型枠部材
11、上部型枠部材12及び顎型枠部材13同士が、図
5に示すような、H型連結部材14によって連結されて
いる。これら下部型枠部材11、上部型枠部材12及び
顎型枠部材13は、それぞれ押出成形によって形成され
た窯業材系の無機質押出成形板から形成されている。打
込み型枠材2を構成する顎型枠部材13には、顎部15
が形成されており、この顎部15の下面側には、水きり
部16及びこの水きり部16よりも内方に形成された板
材嵌合溝(嵌合溝)17が設けられ、板材嵌合溝17に
は、保護壁18が嵌め込まれて設置されている。また、
この打込み型枠材2を構成する下部型枠部材11には、
外方へ突出した固定板部19が形成されており、この固
定板部19には、この打込み型枠材2の高さの調節を行
なうべくレベラ21が設けられている。なお、図2及び
図4中符号22は、アスファルト防水層、符号23は、
断熱材、符号24は、クッション材、符号25は、保護
コンクリートである。
[0008] The driving mold member 2 is a rising mold member 1 formed by connecting a lower mold member 11 and an upper mold member 12.
0 and a jaw form member 13 connected to the rising form member 10, and these lower form member 11, upper form member 12 and jaw form member 13 are shown in FIG. They are connected by an H-shaped connecting member 14 as shown. The lower mold member 11, the upper mold member 12, and the jaw mold member 13 are each formed of a ceramic material-based inorganic extruded plate formed by extrusion molding. The jaw form member 13 constituting the driving form material 2 includes a jaw portion 15
Is formed, and on the lower surface side of the jaw 15, a water cutoff portion 16 and a plate material fitting groove (fitting groove) 17 formed inward of the water cutoff portion 16 are provided. A protection wall 18 is fitted and installed in the space 17. Also,
The lower mold member 11 constituting the driving mold material 2 includes
A fixed plate portion 19 protruding outward is formed, and a leveler 21 is provided on the fixed plate portion 19 to adjust the height of the driving form material 2. 2 and 4, reference numeral 22 is an asphalt waterproof layer, and reference numeral 23 is
A heat insulating material, reference numeral 24 is a cushion material, and reference numeral 25 is protective concrete.

【0009】次に、上記機械基礎1の構築作業を説明す
る。 (1)まず、建築物の屋上における機械基礎1の構築場
所にて、屋上に配設された鉄筋4と連結させて基礎用鉄
筋3を配設する。 (2)次に、この基礎用鉄筋3の外周を囲うように、打
込み型枠材2を連結させて配設し、レベラ21によって
高さを調節し、アンカー5を所定の位置に支持する。 (3)この状態において、この打込み型枠材2によって
囲われた空間内に、コンクリートKを打設する。 このようにすると、この流し込んだコンクリートKが打
込み型枠材2の下方へ流れて屋上の上面側へ流れ込み、
さらに、打込み型枠材2の内部に、下方側から徐々に充
填され、さらに、打込み型枠材2の上端部分へ溢れ出
し、この上端部分にもコンクリートKが充填され、この
コンクリートKを硬化養生させることにより、機械基礎
1が構築される。
Next, the construction work of the mechanical foundation 1 will be described. (1) First, at the construction site of the machine foundation 1 on the roof of a building, the reinforcing bars 3 for foundation are arranged in connection with the reinforcing bars 4 arranged on the roof. (2) Next, the driving form material 2 is connected and arranged so as to surround the outer circumference of the foundation reinforcing bar 3, the height is adjusted by the leveler 21, and the anchor 5 is supported at a predetermined position. (3) In this state, concrete K is poured into the space surrounded by the casting form material 2. In this way, the poured concrete K flows below the driving form material 2 and flows to the upper surface side of the roof,
Furthermore, the inside of the driving form material 2 is gradually filled from the lower side, and further overflows to the upper end portion of the driving form material 2, and the upper end portion is also filled with concrete K, and this concrete K is cured and cured. By doing so, the mechanical foundation 1 is constructed.

【0010】(4)そして、打設したコンクリートKの
硬化養生後に、屋上の上面にアスファルト防水層22を
配設し、さらに、断熱材23、クッション材24及び保
護コンクリート25を配設し、アスファルト防水層22
の端部を覆うように、板材嵌合溝17へ保護壁18を嵌
合させて取り付ける。 (5)その後、上記のようにして構築された機械基礎1
の上面側に設置する機械の土台Dを、その固定孔をアン
カー5へ挿通させた状態に設置し、アンカー5へナット
6を締結して機械を固定する。
(4) After the set concrete K is cured and cured, an asphalt waterproof layer 22 is provided on the upper surface of the roof, and further, a heat insulating material 23, a cushion material 24 and a protective concrete 25 are provided. Waterproof layer 22
The protective wall 18 is fitted and attached to the plate material fitting groove 17 so as to cover the end portion of. (5) After that, the mechanical foundation 1 constructed as described above
The base D of the machine to be installed on the upper surface side is installed with its fixing hole inserted in the anchor 5, and the nut 6 is fastened to the anchor 5 to fix the machine.

【0011】以上、説明したように、本実施例の機械基
礎及びその施工方法によれば、近年使用が控えられつつ
ある木製の型枠材を用いることなく、容易に構築するこ
とができる。これにより、熟練を要するとともに多大な
労力を要する型枠作業を省略することができ、施工作業
の簡略化及び工期の短縮を図ることができる。また、打
込み型枠材2に、複雑な形状をした水きり部16を予め
形成しているので、現場にて木製の型枠材を組み合わせ
て水きり部を形成するような煩雑な作業を省略すること
ができ、さらなる作業の簡略化を図ることができる。ま
た、この水きり部16によって、アスファルト防水層2
2の切れ目への雨水の流入を防止することができる。
As described above, according to the mechanical foundation and its construction method of the present embodiment, it is possible to easily construct it without using a wooden form material which has been less used in recent years. As a result, it is possible to omit formwork work that requires skill and requires a lot of labor, and it is possible to simplify the construction work and shorten the construction period. In addition, since the water cutting portion 16 having a complicated shape is formed in advance in the driving form material 2, it is possible to omit the complicated work of forming the water cutting portion by combining the wooden form materials on site. Therefore, the work can be further simplified. Moreover, the asphalt waterproof layer 2
It is possible to prevent rainwater from flowing into the second break.

【0012】なお、上記実施例では、平面視矩形状の機
械基礎1について説明したが、この機械基礎1として
は、打込み型枠材2の型、連結の組み合わせを変えるこ
とにより、図6に示すように、平面視L字状に形成した
り、図7に示すように、外周の一部を平面視円弧状に形
成した機械基礎を構築することができる。
In the above embodiment, the machine foundation 1 having a rectangular shape in plan view has been described. The machine foundation 1 is shown in FIG. 6 by changing the combination of the driving form material 2 and the connection. As described above, it is possible to construct a mechanical foundation having an L-shape in plan view or a part of the outer periphery formed in an arc shape in plan view as shown in FIG. 7.

【0013】[0013]

【発明の効果】以上、説明したように、本発明の機械基
礎及びその施工方法によれば、下記の効果を得ることが
できる。請求項1記載の機械基礎によれば、木製の型枠
材を用いることなく、機械基礎を構築することができ
る。これにより、熟練を要するとともに多大な労力を要
する型枠作業を省略することができ、施工作業の簡略化
及び工期の短縮を図ることができる。また、水きり部が
形成された顎部を有する顎型枠部材を用いているので、
現場にて木製の型枠材を用いて水きり部を形成するよう
な煩雑な作業を省略することができ、さらなる作業の簡
略化を図ることができる。また、この水きり部によっ
て、屋上に敷設した防水層の切れ目等がある基礎の根本
への雨水の流入を防止することができる。請求項2記載
の機械基礎によれば、内部に補強筋が配設された高強度
の機械基礎とすることができる。請求項3記載の機械基
礎によれば、顎部に形成された嵌合溝へ保護壁を嵌合さ
せることにより、屋上面に敷設した防水層の端部におけ
る雨水の浸入を保護壁によって防止することができる。
請求項4記載の機械基礎の施工方法によれば、木製の型
枠を用いることなく、極めて容易に、水きり部が形成さ
れた顎部を有しかつ補強筋によって補強された機械基礎
を構築することができる。つまり、型枠を機械基礎の構
成部材としてコンクリートと一体化させるので、従来の
ような型枠の設置、解体、廃棄作業を不要とすることが
でき、施工作業の省略化及び工期の短縮化を図ることが
できる。
As described above, according to the machine foundation and the construction method thereof of the present invention, the following effects can be obtained. According to the machine foundation of claim 1, the machine foundation can be constructed without using a wooden form material. As a result, it is possible to omit formwork work that requires skill and requires a lot of labor, and it is possible to simplify the construction work and shorten the construction period. Further, since the jaw form member having the jaw portion in which the water cutoff portion is formed is used,
It is possible to omit the complicated work such as forming the drainage part using the wooden form material on site, and it is possible to further simplify the work. In addition, the drainage part can prevent rainwater from flowing into the root of the foundation having a cut in the waterproof layer laid on the roof. According to the mechanical foundation of the second aspect, it is possible to obtain a high-strength mechanical foundation in which reinforcing bars are arranged. According to the mechanical foundation of claim 3, by fitting the protective wall into the fitting groove formed in the jaw, the protective wall prevents rainwater from entering the end of the waterproof layer laid on the rooftop. be able to.
According to the method of constructing a machine foundation of claim 4, a machine foundation having a jaw part having a water cut part and reinforced by a reinforcing bar is constructed very easily without using a wooden formwork. be able to. In other words, since the formwork is integrated with concrete as a component of the machine foundation, it is possible to eliminate the conventional work of installing, disassembling, and disposing of the formwork, thus reducing the construction work and shortening the construction period. Can be planned.

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

【図1】本発明の実施例の機械基礎の構成及び構造を説
明する機械基礎の斜視図である。
FIG. 1 is a perspective view of a machine base illustrating a configuration and a structure of a machine base according to an embodiment of the present invention.

【図2】本発明の実施例の機械基礎の構成及び構造を説
明する機械基礎の側断面図である。
FIG. 2 is a side sectional view of a machine base for explaining the configuration and structure of the machine base according to the embodiment of the present invention.

【図3】本発明の実施例の機械基礎の構成及び構造を説
明する機械基礎の断面図である。
FIG. 3 is a cross-sectional view of a mechanical foundation for explaining the configuration and structure of the mechanical foundation of the embodiment of the present invention.

【図4】本発明の実施例の機械基礎を構成する打込み型
枠材の構成及び形状を説明する機械基礎の一部の側断面
図である。
FIG. 4 is a side cross-sectional view of a part of the machine foundation for explaining the configuration and shape of the driving form material constituting the machine foundation of the embodiment of the present invention.

【図5】本発明の実施例の機械基礎を構成する打込み型
枠材に用いられたH型連結部材の断面図である。
FIG. 5 is a cross-sectional view of an H-shaped connecting member used in the driving form material that constitutes the mechanical foundation of the embodiment of the present invention.

【図6】本発明の実施例の他の形状の機械基礎を説明す
る機械基礎の断面図である。
FIG. 6 is a cross-sectional view of a machine base for explaining a machine base having another shape according to the embodiment of the present invention.

【図7】本発明の実施例の他の形状の機械基礎を説明す
る機械基礎の断面図である。
FIG. 7 is a cross-sectional view of a machine base for explaining a machine base having another shape according to the embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 機械基礎 2 打込み型枠材 3 基礎用鉄筋(補強筋) 4 鉄筋 10 立ち上がり型枠部材 11 下部型枠部材 12 上部型枠部材 13 顎型枠部材 14 H型連結部材(連結部材) 15 顎部 16 水きり部 17 板材嵌合溝(嵌合溝) 18 保護壁21 レベラ K コンクリートDESCRIPTION OF SYMBOLS 1 Mechanical foundation 2 Driving form material 3 Reinforcing bar for reinforcement (reinforcing bar) 4 Reinforcing bar 10 Standing formwork member 11 Lower formwork member 12 Upper formwork member 13 Jaw formwork member 14 H type connecting member (connecting member) 15 Jaw part 16 Draining part 17 Plate material fitting groove (fitting groove) 18 Protective wall 21 Leveler K concrete

───────────────────────────────────────────────────── フロントページの続き (72)発明者 堀尾 泉 神奈川県川崎市川崎区大川町5−1 昭 和電工株式会社化学品研究所内 (72)発明者 高田 隆次 神奈川県川崎市川崎区大川町5−1 昭 和電工株式会社化学品研究所内 (72)発明者 小畑 政雄 東京都港区芝浦一丁目2番3号 清水建 設株式会社内 (56)参考文献 特開 平6−200533(JP,A) 特開 平7−34468(JP,A) 実開 平1−69843(JP,U) (58)調査した分野(Int.Cl.7,DB名) E04G 21/02 103 E02D 27/00 - 27/52 E04B 1/16 E04B 1/64 E04B 2/86 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Izumi Horio 5-1, Okawa-cho, Kawasaki-ku, Kawasaki-shi, Kanagawa Akira Watanabe Co., Ltd. Chemicals Research Laboratory (72) Ryuji Takada 5 Okawa-cho, Kawasaki-ku, Kawasaki-shi, Kanagawa -1 Sho within the Chemicals Research Laboratory, Waseda Electric Works Co., Ltd. (72) Inventor Masao Obata, 1-3-2 Shibaura, Minato-ku, Tokyo Shimizu Construction Co., Ltd. (56) Reference JP-A-6-200533 (JP, A) ) Japanese Patent Laid-Open No. 7-34468 (JP, A) Actual Development 1-69843 (JP, U) (58) Fields investigated (Int.Cl. 7 , DB name) E04G 21/02 103 E02D 27/00-27 / 52 E04B 1/16 E04B 1/64 E04B 2/86

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 打設されるコンクリートとともに埋め込
まれる打込み型枠材によって外周が囲われる機械基礎で
あって、 前記打込み型枠材は、下部型枠部材および上部型枠部材
をH型連結部材を介して上下に連結してなる立ち上がり
型枠部材と、この立ち上がり型枠部材にH型連結部材に
よって連結される顎型枠部材とからなり、 前記顎型枠部材には、その外周側における下面側に水き
り部が形成され、 前記下部型枠部材には、前記打込み型枠の高さの調節を
行うレベラが設けられていることを特徴とする機械基
礎。
1. A machine foundation, the outer periphery of which is surrounded by a driving form material embedded with concrete to be poured, wherein the driving form material is a lower mold member and an upper mold member.
And a jaw form member connected to the rise form member by an H-type connecting member. The jaw form member includes: draining portion is formed on the lower surface side in the outer peripheral side thereof, before Symbol lower mold member, the adjustment of the height of the implantation formwork
A machine foundation characterized by being provided with a leveler to perform .
【請求項2】 前記打込み型枠部材の内部に、補強筋が
一体的に設けられてなることを特徴とする請求項1記載
の機械基礎。
2. The machine foundation according to claim 1, wherein reinforcing bars are integrally provided inside the driving form member.
【請求項3】 前記顎型枠部材には、前記水きり部より
も内周側における下面側に、周方向へ亘って嵌合溝が形
成され、該嵌合溝には、周方向へ亘って保護壁が嵌め込
まれてなることを特徴とする請求項1または請求項2記
載の機械基礎。
3. The jaw form member is formed with a fitting groove extending in the circumferential direction on the lower surface side on the inner circumference side of the water draining portion, and the fitting groove extending in the circumferential direction. The mechanical foundation according to claim 1 or 2, wherein a protective wall is fitted therein.
【請求項4】 建築物の屋上における機械基礎の設置箇
所に補強筋を配設し、この補強筋を囲うように、下部型
枠部材および上部型枠部材をH型連結部材を介して上下
に連結してなる立ち上がり型枠部材と、外周側における
下面側に水きり部が形成された顎型枠部材とをH型連結
部材によって上下に連結してなる打込み型枠材を配設
し、該打込み型枠の高さをレベラにより調節を行った
後、前記打込み型枠材の内部にコンクリートを打設し、
前記打込み型枠材をコンクリートとともに埋め込むこと
を特徴とする機械基礎の施工方法。
4. A machine foundation installation site on the roof of a building.
Place a reinforcing bar in the place and enclose this reinforcing bar.
The frame member and the upper frame member are vertically moved through the H-shaped connecting member.
And the rising formwork member connected to
H-type connection with a jaw form member that has a water cutout on the bottom side
Arranged a driving mold material that is vertically connected by members
Then, the height of the driving form was adjusted by a leveler.
After that, concrete is placed inside the driving form material,
Embedding the driving formwork material with concrete
A method of constructing a machine foundation characterized by.
JP08849395A 1995-04-13 1995-04-13 Machine foundation and its construction method Expired - Fee Related JP3445017B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP08849395A JP3445017B2 (en) 1995-04-13 1995-04-13 Machine foundation and its construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP08849395A JP3445017B2 (en) 1995-04-13 1995-04-13 Machine foundation and its construction method

Publications (2)

Publication Number Publication Date
JPH08284415A JPH08284415A (en) 1996-10-29
JP3445017B2 true JP3445017B2 (en) 2003-09-08

Family

ID=13944347

Family Applications (1)

Application Number Title Priority Date Filing Date
JP08849395A Expired - Fee Related JP3445017B2 (en) 1995-04-13 1995-04-13 Machine foundation and its construction method

Country Status (1)

Country Link
JP (1) JP3445017B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6027389B2 (en) * 2012-10-18 2016-11-16 株式会社竹中工務店 Foundation structure built using the frame of an existing structure
JP6206954B2 (en) * 2013-08-27 2017-10-04 フジプレコン株式会社 Column laying method using concrete formwork for concrete foundation
JP7269807B2 (en) * 2019-07-04 2023-05-09 株式会社竹中工務店 Rooftop facility foundation structure and its construction method
JP7330082B2 (en) * 2019-12-06 2023-08-21 株式会社長谷工コーポレーション Construction method of equipment foundation

Also Published As

Publication number Publication date
JPH08284415A (en) 1996-10-29

Similar Documents

Publication Publication Date Title
JP5576207B2 (en) Installation foundation and its construction method
KR101574253B1 (en) A method for construction using a twin wall structure using a PC panel
JP3445017B2 (en) Machine foundation and its construction method
KR101027016B1 (en) Construction Method of Support Plate for Grating
JP6624797B2 (en) Construction method of pile foundation structure and pile foundation structure
JPH06316942A (en) Precast product for foundation of steel tower, and construction of steel tower therewith
JP3671344B2 (en) Joint structure between foundation pile and column base and its construction method
JP3511159B2 (en) Concrete casting method
JP3778392B2 (en) Basic block
JP3029343U (en) Form tool for mortar material injection in exposed elastic fixed column base method
JP3889497B2 (en) Molding method for concrete basement
KR100609825B1 (en) Preflexed rigid- frame bridge installed using prestressed upper structure and constructing method thereof
KR100634698B1 (en) Construction method of hollow pire using reclaimed form
JPH10299003A (en) Foundation work using precast concrete member
JP3202101B2 (en) Construction method of balustrade in concrete structure with balustrade
JP3629684B2 (en) Sound insulation wall foundation block
JP7292587B2 (en) Foundation construction method and foundation structure
JPH06146311A (en) Construction method of underground work by completely automatic building construction system
JP2677174B2 (en) Column base structure of steel column
JP3878945B2 (en) Method of installing a plate on the top end of concrete columns or column base concrete
JPH0565717A (en) Prefabrication work of reinforcing bar for foundation
JPH11181784A (en) Unit for foundation structure
JP3126097B2 (en) Basic structure of two-stage parking device
JP2517735Y2 (en) Precast concrete foundation
JPS6014816Y2 (en) Simple foundation structure for housing

Legal Events

Date Code Title Description
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20030520

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313117

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313117

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080627

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090627

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100627

Year of fee payment: 7

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100627

Year of fee payment: 7

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120627

Year of fee payment: 9

LAPS Cancellation because of no payment of annual fees