JP2554422B2 - Manufacturing method of precast concrete block for building foundation - Google Patents
Manufacturing method of precast concrete block for building foundationInfo
- Publication number
- JP2554422B2 JP2554422B2 JP4186852A JP18685292A JP2554422B2 JP 2554422 B2 JP2554422 B2 JP 2554422B2 JP 4186852 A JP4186852 A JP 4186852A JP 18685292 A JP18685292 A JP 18685292A JP 2554422 B2 JP2554422 B2 JP 2554422B2
- Authority
- JP
- Japan
- Prior art keywords
- main body
- manufacturing
- precast concrete
- foundation
- concrete block
- 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
Links
- 239000011178 precast concrete Substances 0.000 title claims description 49
- 238000004519 manufacturing process Methods 0.000 title claims description 29
- 238000000034 method Methods 0.000 claims description 5
- 230000000630 rising effect Effects 0.000 description 37
- 239000004567 concrete Substances 0.000 description 16
- 239000002002 slurry Substances 0.000 description 14
- 230000003014 reinforcing effect Effects 0.000 description 8
- 238000009415 formwork Methods 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 4
- 238000003466 welding Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000000465 moulding Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
Landscapes
- Foundations (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は建物の基礎用プレキャス
トコンクリート(PC)ブロックの製造方法に係り、特
にユニット建物を建てる際に利用できる。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of manufacturing a precast concrete (PC) block for a building foundation, and can be used particularly when constructing a unit building.
【0002】[0002]
【背景技術】建物の基礎は、建築現場で型枠を組みこの
型枠にコンクリートを打設することで作られるのが一般
的である。しかし、ユニット建物においては、工業化率
を高めるために、基礎も予め工場で作成するPCブロッ
ク基礎が使用されるようになっている。BACKGROUND ART The foundation of a building is generally made by assembling a formwork at a construction site and placing concrete in this formwork. However, in a unit building, a PC block foundation prepared in advance in a factory is used in order to increase the industrialization rate.
【0003】図6にはPCブロック基礎60の一部が示さ
れており、同図によれば、PCブロック基礎60は、所定
長さのフーチング部材61と立ち上がり部材62とで構成さ
れている。立ち上がり部材62は端部63A で連結されるよ
うになっており、そのために各立ち上がり部材62の端部
63A は、本体部63よりも幅寸法の大きい膨大部となって
いる。これらの端部63A には外端側に開口した窪み部66
が形成されている。この窪み部66により、端部63A には
本体部63から直線的に延びる第1延出部64と、第1延出
部64と平行な第2延出部65とが設けられ、これらの延出
部64,65は基部69で結合されており、このため、端部63
A は平面コ字形状となっている。このような立ち上がり
部材62を工場で作る場合には、立ち上がり部材62の成形
型枠内に所定の補強部材や上端筋,下端筋等を配置し
て、コンクリートスラリーを打設して行う。なお、立ち
上がり部材62を連結する際は、立ち上がり部材62のそれ
ぞれの窪み部66内にスターラップ67等からなる補強部材
68を設け、窪み部66にコンクリートスラリーを打設して
2つの立ち上がり部材62,62を連結するようになってい
る。FIG. 6 shows a part of the PC block foundation 60. According to the figure, the PC block foundation 60 is composed of a footing member 61 and a rising member 62 having a predetermined length. The riser members 62 are adapted to be joined at the ends 63A, which is why the ends of each riser member 62 are
63A is an enormous part having a width dimension larger than that of the main body part 63. These end portions 63A have recesses 66 that are open to the outer end side.
Are formed. Due to the recess 66, the end portion 63A is provided with a first extending portion 64 linearly extending from the main body portion 63 and a second extending portion 65 parallel to the first extending portion 64, and these extending portions are provided. The outlets 64, 65 are joined at the base 69 and therefore the end 63
A has a flat U shape. When such a rising member 62 is produced in a factory, a predetermined reinforcing member, an upper end streak, a lower end streak, and the like are arranged in the molding frame of the rising member 62, and concrete slurry is poured. When connecting the rising members 62, a reinforcing member made of a stirrup 67 or the like is provided in each recess 66 of the rising members 62.
68 is provided, and concrete slurry is cast in the recess 66 to connect the two rising members 62, 62.
【0004】[0004]
【発明が解決しようとする課題】しかしながら、前述の
ようなPCブロック基礎60の製造方法では、立ち上がり
部材62の端部63A に窪み部66を挟んで第1,第2の延出
部64,65を形成し平面コ字形状としてあり、PCブロッ
ク基礎60は成形型枠にコンクリートスラリーを打設して
製造する。このような製造方法では、立ち上がり部材62
の端部63A が平面コ字形のような複雑な形状なので、コ
ンクリートスラリーが隅々まで流れにくく、PCブロッ
ク基礎60の製造が困難であるという問題があった。However, in the method of manufacturing the PC block foundation 60 as described above, the first and second extending portions 64 and 65 are sandwiched between the end portion 63A of the rising member 62 and the recess portion 66. The PC block foundation 60 is manufactured by placing concrete slurry on a molding frame. In such a manufacturing method, the rising member 62
Since the end portion 63A of the PC has a complicated shape such as a U-shape in a plan view, there is a problem in that it is difficult for the concrete slurry to flow to every corner and it is difficult to manufacture the PC block foundation 60.
【0005】ここに、本発明の目的は、連結端部の平面
コ字形状を容易に形成できる建物の基礎用プレキャスト
コンクリートブロックの製造方法を提供することにあ
る。It is an object of the present invention to provide a method for manufacturing a precast concrete block for a building foundation, which can easily form a planar U-shape at the connecting end.
【0006】[0006]
【課題を解決するための手段】そこで第1の発明は、互
いに連結される端部が外端方向に開口した窪み部を有
し、平面コ字形状となっている建物の基礎用プレキャス
トコンクリートブロックの製造方法において、前記プレ
キャストコンクリートブロックの端部が前記窪み部を挟
んで対向配置される本体と附属部とで形成され、この附
属部は予め製造された後、前記本体製造時に、この本体
製造用の型枠の上面側に配置されかつ厚さ寸法が前記窪
み部の寸法と等しく形成された支持部材に支持されて前
記本体に固設され、この本体と一体化されることを特徴
とする建物の基礎用プレキャストコンクリートブロック
の製造方法としたものである。Therefore, a first aspect of the present invention is a precast concrete block for a foundation of a building having a U-shape in a plan view , which has recesses whose ends connected to each other are open toward the outer end. In the manufacturing method, the end portion of the precast concrete block is formed of a main body and an ancillary portion that are arranged to face each other with the recessed portion interposed therebetween, and the annexed portion is pre-manufactured in advance , and then the main body is produced at the time of manufacturing the main body
It is arranged on the upper surface side of the manufacturing mold and has a thickness dimension
Is fixed and is supported by the dimensions equally formed support member of the saw unit before <br/> Symbol Body method foundation for precast concrete block building, characterized in that it is integrated with the body It is what
【0007】また第2の発明は、互いに連結される端部
が外端方向に開口した窪み部を有し平面コ字形状となっ
ている建物の基礎用プレキャストコンクリートブロック
の製造方法において、前記プレキャストコンクリートブ
ロックの端部が前記窪み部を挟んで対向配置された本体
と附属部とが別体で形成され、これら本体と附属部とを
連結して両者が一体化される建物の基礎用プレキャスト
コンクリートブロックの製造方法としたものである。A second aspect of the invention is a method of manufacturing a precast concrete block for a foundation of a building, which has a U-shape in a plan view and has recesses whose ends are connected to each other and open toward the outer end. Precast concrete for a building foundation in which a main body and an ancillary part, whose ends are opposed to each other with the end of the concrete block interposed therebetween, are formed as separate bodies, and the main body and the ancillary part are connected to integrate the two. This is a block manufacturing method.
【0008】[0008]
【作用】このような第1の発明では、建物の基礎用プレ
キャストコンクリートブロックは、予め製造された附属
部を、本体製造用の型枠の上面側に配置された支持部材
に支持させて本体製造時に本体に固設し、この本体と一
体化させて製造する。予め製造された附属部を本体に固
設して両者を一体化させれば、支持部材の厚さ寸法が窪
み部の寸法と等しくなっているので、窪み部を有する端
部を容易に形成でき、平面コ字状の端部を有する建物の
基礎用プレキャストコンクリートブロックを容易に製造
でき、前記目的が達成される。In the first aspect of the invention as described above, the precast concrete block for the foundation of a building has a prefabricated auxiliary part and a supporting member arranged on the upper surface side of a mold for manufacturing the main body.
And is fixed to the main body at the time of manufacturing the main body, and is integrated with the main body to be manufactured. If the prefabricated accessory is fixed to the main body and the two are integrated, the thickness of the support member will be reduced.
Since the size is equal to the size of the recess, the end having the recess can be easily formed, and the precast concrete block for the foundation of the building having the flat U-shaped end can be easily manufactured. It
【0009】また第2の発明では、建物の基礎用プレキ
ャストコンクリートブロックは、予め製造された附属部
と本体とを連結することで製造する。附属部と本体とは
予め製造されており、これらを連結すれば窪み部を有す
る端部となり、平面コ字形状の端部を有する建物の基礎
用プレキャストコンクリートブロックを容易に製造で
き、前記目的が達成される。In the second aspect of the invention, the precast concrete block for the foundation of the building is manufactured by connecting the prefabricated auxiliary part and the main body. The auxiliary part and the main body are manufactured in advance, and if these are connected, it becomes an end having a recess, and a precast concrete block for a building foundation having a planar U-shaped end can be easily manufactured. To be achieved.
【0010】[0010]
【実施例】以下、本発明の一実施例を図面に基づいて説
明する。図1には、本実施例に係る製造方法で製造され
る基礎用プレキャストコンクリートブロック1(以下、
単にPCブロックという)の端部が示されている。PC
ブロック1は、PC製のフーチング部材2と、このフー
チング部材2の上部に配置されるPC製の立ち上がり部
材3とで構成されている。An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 shows a precast concrete block 1 for a foundation manufactured by the manufacturing method according to this embodiment (hereinafter,
The edge of the PC block is shown). PC
The block 1 includes a footing member 2 made of PC and a rising member 3 made of PC arranged on the footing member 2.
【0011】立ち上がり部材3には外端方向に開口した
窪み部4が形成されており、立ち上がり部材3は、窪み
部4を挟んで対向配置された本体5と、この本体5に連
結される附属部6とで構成されている。本体5の端部7
は、本体5の中央部8の巾より内側(図1中斜め右側)
がやや狭く形成されている。The rising member 3 is formed with a recess 4 which is open toward the outer end, and the rising member 3 has a main body 5 which is disposed to face the recessed member 4 and which is attached to the main body 5. And a part 6. End 7 of body 5
Is inside the width of the central part 8 of the main body 5 (obliquely right side in FIG. 1)
Is slightly narrower.
【0012】附属部6は、本体5の中央部8の外側に連
結される基端部9と、基端部9に連続するとともに、外
端部側に延出し中央部8と平行な先端部10とを有し、平
面略万年筆のキャップ状に形成されている。先端部10は
基端部9の幅より外側(図1中斜め左側)がやや狭く形
成されている。このように本体5の端部7と附属部6の
先端部10とで窪み部4が形成され、これによって平面コ
字形状とされている。The auxiliary portion 6 is connected to the outside of the central portion 8 of the main body 5, and a distal end portion which is continuous with the proximal end portion 9 and extends toward the outer end portion and is parallel to the central portion 8. 10 and is formed in a cap shape of a substantially fountain pen on a plane. The tip portion 10 is formed to be slightly narrower outside the width of the base portion 9 (obliquely left side in FIG. 1). In this way, the end portion 7 of the main body 5 and the tip end portion 10 of the auxiliary portion 6 form the recessed portion 4, thereby forming a planar U-shape.
【0013】図2,3には、前述のような立ち上がり部
材3を製造するための第1実施例が示されている。本実
施例では、附属部6Aが予め製作されており、この附属部
6Aの内部には、先端部10A から基端部9Aに延び、そこか
ら略90度本体5A側に向けて曲げられた配筋20が埋め込ま
れている。2 and 3 show a first embodiment for manufacturing the rising member 3 as described above. In this embodiment, the accessory 6A is manufactured in advance.
Inside the 6A, there is embedded a bar arrangement 20 extending from the tip end portion 10A to the base end portion 9A and bent from the tip end portion 10A toward the main body 5A side by approximately 90 degrees.
【0014】本体5Aは、図2,3に示す型枠21内に例え
ば坩堝22等によってコンクリートスラリー23を打設する
ことによって形成される。この型枠21は、立ち上がり部
材3の本体5Aの高さに相当する幅Hと、本体5Aの中央部
8の幅に相当する高さWと、所定長さを有する箱型に形
成されており、型枠21の端部は前記高さWより低くなっ
た高さW1 の段差部11となっている。そして、この段差
部11により形成された部分が、図1における本体5の端
部7に相当する本体5Aの端部7となっている。The main body 5A is formed by pouring concrete slurry 23 in a mold 21 shown in FIGS. 2 and 3 with a crucible 22 or the like. The mold 21 is formed in a box shape having a width H corresponding to the height of the main body 5A of the rising member 3, a height W corresponding to the width of the central portion 8 of the main body 5A, and a predetermined length. The end of the mold 21 is a stepped portion 11 having a height W1 which is lower than the height W. The portion formed by the step portion 11 is the end portion 7 of the main body 5A corresponding to the end portion 7 of the main body 5 in FIG.
【0015】型枠21の段差部11には、中空の箱状に形成
された支持部材24が出し入れ自在に設けられている。こ
の支持部材24の厚さ寸法は、窪み部4の寸法と等しくな
っている。従って、型枠21上に附属部6Aが載せられた
際、付属部6Aの先端部10A の下面に当接可能となってお
り、また型枠21の幅Hより幅広に、かつ型枠21の端部よ
り外方に突出した大きさに形成されている。A hollow box-shaped support member 24 is provided in the stepped portion 11 of the mold 21 so as to be freely inserted and removed. The thickness dimension of this support member 24 should not be equal to the dimension of the depression 4.
ing. Therefore, when the accessory 6A is placed on the mold 21, it can come into contact with the lower surface of the tip 10A of the accessory 6A, and the width is wider than the width H of the mold 21. It is formed in a size protruding outward from the end.
【0016】型枠21内には複数本の配筋26が配置され、
この配筋26はコンクリートスラリー23を打設することに
よって固定される。また配筋26は附属部6Aの配筋20と係
合可能であり、附属部6Aを設置する際、配筋26,20同士
を溶接で固着するようになっている。なお、附属部6Aを
型枠21に取り付ける際、附属部6Aが支持部材24に載せら
れ、これら附属部6A,支持部材24,型枠21はバンド27等
によって結わえられ、さらに強固に固定されるようにな
っている。A plurality of bar arrangements 26 are arranged in the formwork 21,
This bar arrangement 26 is fixed by placing concrete slurry 23. Further, the reinforcing bar 26 can be engaged with the reinforcing bar 20 of the auxiliary section 6A, and when the auxiliary section 6A is installed, the reinforcing bars 26, 20 are fixed to each other by welding. When attaching the accessory 6A to the mold 21, the accessory 6A is placed on the support member 24, and the accessory 6A, the support 24, and the mold 21 are connected by a band 27 or the like, and are further firmly fixed. It is like this.
【0017】次に、本実施例の作用を説明する。型枠21
の段差部11上に支持部材24を取り付け、この上に附属部
6Aを載せる。この際、附属部6Aの基端部9Aが型枠21の内
のりに位置するように配置するとともに、附属部6Aの配
筋20を本体5Aの配筋26に係合させて両者を溶接し、附属
部6Aを型枠21に固定させる。さらに、バンド27等を附属
部6A,支持部材24,型枠21に廻してこれらを強固に固定
する。Next, the operation of this embodiment will be described. Formwork 21
Attach the support member 24 on the step 11 of the
Place 6A. At this time, while arranging so that the base end portion 9A of the auxiliary portion 6A is located in the inside of the form 21, the bar 20 of the auxiliary part 6A is engaged with the bar 26 of the main body 5A to weld them together. The annex 6A is fixed to the form 21. Further, the band 27 and the like are turned around the auxiliary portion 6A, the support member 24, and the mold 21 to firmly fix them.
【0018】次いで、坩堝22によってコンクリートスラ
リー23を型枠21に打設する。コンクリートスラリー23が
型枠21に充填され、その後凝固したら、バンド27等を外
し、さらに支持部材24を取り外す。このようにしてPC
製の立ち上がり部材3が形成される。なお、このような
立ち上がり部材3を連結するには、従来技術と同様、窪
み部4内にスターラップ等からなる補強部材を設けてお
いて、窪み部4内にコンクリートスラリー23を打設して
行う。Next, the concrete slurry 23 is cast on the mold 21 by the crucible 22. When the concrete slurry 23 is filled in the mold 21 and then solidified, the band 27 and the like are removed, and the support member 24 is further removed. PC in this way
The rising member 3 made of metal is formed. In addition, in order to connect the rising member 3 as described above, a reinforcing member made of stirrup or the like is provided in the hollow portion 4 and the concrete slurry 23 is placed in the hollow portion 4 as in the prior art. To do.
【0019】前述のような本実施例によれば次のような
効果がある。すなわち、端部が平面コ字形の立ち上がり
部材3の製造は、予め製作されている附属部6Aを、立ち
上がり部材3の本体5A製作用の型枠21に固定しておい
て、この型枠21にコンクリートスラリー23を打設すれば
よく、コンクリートスラリー23の凝固により、附属部6A
と本体5Aとは一体化されるので、立ち上がり部材3の製
造が容易である。According to the above-described embodiment, the following effects can be obtained. That is, in order to manufacture the rising member 3 having a flat U-shaped end, the previously manufactured auxiliary portion 6A is fixed to the mold 21 for manufacturing the main body 5A of the rising member 3, and the rising member 3 is fixed to the mold 21. It is only necessary to pour the concrete slurry 23, and by solidifying the concrete slurry 23, the annex 6A
Since the main body 5A is integrated with the main body 5A, the rising member 3 can be easily manufactured.
【0020】また、立ち上がり部材3の端部の窪み部4
を形成するには、支持部材24を附属部6Aと本体5Aとの間
に介在させればよいので、窪み部4の形成が容易であ
る。さらに、附属部6Aを型枠21に固定するには、両者の
配筋20,26 を係合させて溶接させる他、バンド27等によ
っても結わえ付けているので、より強固に固定でき、従
って、型枠21にコンクリートスラリー23を打設するに際
して附属部6Aが不安定とならないので、精度のよい立ち
上がり部材3が製造できる。Also, the recess 4 at the end of the rising member 3
Since the support member 24 may be interposed between the auxiliary portion 6A and the main body 5A in order to form the above, the recessed portion 4 can be easily formed. Furthermore, in order to fix the accessory part 6A to the form 21, in addition to engaging and welding the reinforcement bars 20 and 26 of both, since it is also tied by the band 27, etc., it can be fixed more firmly, therefore, Since the ancillary portion 6A does not become unstable when the concrete slurry 23 is cast on the form 21, the rising member 3 with high accuracy can be manufactured.
【0021】図4には、立ち上がり部材3を製作するた
めの第2実施例が示されている。本実施例では、前記第
1実施例の本体5Aをも予め製作されたPC製とした点が
第1実施例と異なる。すなわち、PC製の附属部6Bと本
体5Bとを後から結合して両者を一体化したものである。FIG. 4 shows a second embodiment for producing the rising member 3. This embodiment is different from the first embodiment in that the main body 5A of the first embodiment is also made of a prefabricated PC. That is, the accessory part 6B made of PC and the main body 5B are later joined to integrate them.
【0022】附属部6Bの全体形状は、前記第1実施例の
附属体6Aと同一であり、従って、その詳細は省略する。
附属部6Bの基端部9Bにはざぐり穴30が形成されており、
このざぐり穴30にはボルト31が挿入可能とされている。
また、本体5Bの全体形状もPCブロック1の全体で述べ
た本体5と同一であり、従って、その詳細は省略する。
本体5Bの中央部8Aには埋め込みナット35が予め埋め込ま
れており、この埋め込みナット35には、附属部6B側から
差し込まれたボルト31が螺入されるようになっている。
このようにボルト31と埋め込みナット35が螺合して、附
属部6Bと本体5とが一体化し、これによってPC製の立
ち上がり部材3が形成される。The overall shape of the attachment 6B is the same as that of the attachment 6A of the first embodiment, and therefore the details thereof will be omitted.
A counterbore hole 30 is formed in the base end portion 9B of the auxiliary portion 6B,
A bolt 31 can be inserted into the counterbore 30.
The overall shape of the main body 5B is also the same as that of the main body 5 of the PC block 1 described above, and therefore the details thereof will be omitted.
An embedded nut 35 is previously embedded in the central portion 8A of the main body 5B, and a bolt 31 inserted from the side of the accessory portion 6B is screwed into the embedded nut 35.
Thus, the bolt 31 and the embedded nut 35 are screw-engaged with each other, and the accessory portion 6B and the main body 5 are integrated with each other, whereby the rising member 3 made of PC is formed.
【0023】このような第2実施例では、PC製の附属
部6Bを本体5Bに当接させ、附属部6Bのざぐり穴30からボ
ルト31を差し込み、このボルト31を埋め込みナット35に
螺合させ、附属部6Bを本体5Bに一体的に連結する。な
お、このような立ち上がり部材3を連結するには、前述
のように、窪み部4内にスターラップ等からなる補強部
材を設けておいて、窪み部4内にコンクリートスラリー
23を打設して行う。In the second embodiment as described above, the accessory portion 6B made of PC is brought into contact with the main body 5B, the bolt 31 is inserted from the counterbore hole 30 of the accessory portion 6B, and the bolt 31 is screwed into the embedded nut 35. , The attachment part 6B is integrally connected to the main body 5B. In order to connect the rising members 3 as described above, as described above, a reinforcing member made of stirrup or the like is provided in the hollow portion 4, and the concrete slurry is placed in the hollow portion 4.
Place 23 and perform.
【0024】このような第2実施例では、附属6Bと本体
5Bとが予め製造されたPC製とされており、これらをボ
ルト31と埋め込みナット35との螺合で連結しているの
で、端部に窪み部4を有するPC製の立ち上がり部材3
が容易に製造できるという効果がある。In such a second embodiment, the attachment 6B and the main body
5B is made of PC manufactured in advance, and these are connected by screwing the bolt 31 and the embedded nut 35. Therefore, the rising member 3 made of PC having the recessed portion 4 at the end is formed.
Has the effect that it can be easily manufactured.
【0025】図5には、立ち上がり部材3を製造するた
めの第3実施例が示されている。本実施例では、第2実
施例と同様附属部6Cと本体5Cとが予め製作されたPC製
とされており、両者は後から結合されて一体化されるも
のである。FIG. 5 shows a third embodiment for producing the rising member 3. In this embodiment, as in the second embodiment, the accessory part 6C and the main body 5C are made of PC, which is manufactured in advance, and both are joined and integrated later.
【0026】附属体部6Cおよび本体5Cの全体形状は、前
記各実施例と同一であり、従って、その詳細は省略す
る。附属体部6Cの内部には、附属部6Cの長手方向に設置
された配筋40が設けられており、さらにこの配筋40に直
交するとともに、附属部6Cの外側かつ本体5C側に延びる
突出配筋41が設けられている。The overall shapes of the auxiliary body portion 6C and the main body 5C are the same as those in the above-mentioned respective embodiments, and therefore the details thereof will be omitted. Inside the annex body portion 6C, there is provided a bar arrangement 40 installed in the longitudinal direction of the annex part 6C. Further, a protrusion extending orthogonal to the bar arrangement 40 and extending to the outside of the annex part 6C and the main body 5C side. A bar arrangement 41 is provided.
【0027】一方、本体5Cの内部にも本体5Cの長手方向
に設置された配筋42が設けられており、さらにこの配筋
42に直交するとともに、本体5Cの外側かつ附属部6C側に
延びる突出配筋43が設けられている。この突出配筋43
は、附属部6Cの突出配筋41と係合可能とされ、両者は例
えばフレア溶接44等によって固着されるようになってい
る。なお、このような立ち上がり部材3を連結するに
は、前述のように、窪み部4内にスターラップ等からな
る補強部材を設けておいて、窪み部4内にコンクリート
スラリー23を打設して行う。On the other hand, inside the main body 5C, there is also a bar arrangement 42 installed in the longitudinal direction of the main body 5C.
A protruding bar 43 is provided which is orthogonal to 42 and extends to the outside of the main body 5C and to the side of the auxiliary portion 6C. This protruding bar 43
Can be engaged with the projecting bar 41 of the attached portion 6C, and both are fixed by, for example, flare welding 44 or the like. In order to connect the rising members 3 as described above, as described above, a reinforcing member made of stirrup or the like is provided in the recess 4 and the concrete slurry 23 is placed in the recess 4. To do.
【0028】このような第3実施例では、附属部6Cと本
体5Cとが予め製造されたPC製とされており、両者の連
結は、突出配筋43,41同士をフレア溶接44等によって固
着するだけでよいので、端部に窪み部4を有するPC製
の立ち上がり部材3が容易に製造できるという効果があ
る。また第3実施例では、突出配筋43,41は既存の配筋
を曲げる等して設けるだけでよく、附属部6Cと本体5Cと
に、例えば埋め込みナット等を埋め込む等の特別の工作
をしなくてもよいので、そのための手間が省け、その結
果、PC製の立ち上がり部材3の製造がより容易になる
という効果がある。In the third embodiment as described above, the accessory portion 6C and the main body 5C are made of PC which is manufactured in advance, and the connection between the two is fixed by flare welding 44 or the like between the projecting reinforcement bars 43 and 41. Therefore, it is possible to easily manufacture the rising member 3 made of PC having the recess 4 at the end. Further, in the third embodiment, the projecting reinforcements 43, 41 need only be provided by bending the existing reinforcements, and special work such as embedding an embedding nut or the like in the auxiliary portion 6C and the main body 5C is performed. Since it does not need to be provided, there is an effect that the labor for that is saved, and as a result, the manufacturing of the rising member 3 made of PC becomes easier.
【0029】なお、本発明は前述の各実施例に限定され
るものではなく、次に示すような変形例を含むものであ
る。すなわち、前記第1実施例で型枠21の段差部11と附
属部6Aの間に介在される支持部材24は箱状のものとした
が、これに限らず、例えば差し込み方向にリブを有する
角形の樋状としたものでもよい。このようにすれば支持
部材の製作が簡単である。The present invention is not limited to the above-mentioned embodiments but includes the following modifications. That is, in the first embodiment, the supporting member 24 interposed between the stepped portion 11 of the mold 21 and the auxiliary portion 6A is a box-shaped member, but the present invention is not limited to this. For example, a rectangular member having a rib in the inserting direction. It may be a gutter shape. In this way, the support member can be easily manufactured.
【0030】また、前記各実施例の立ち上がり部材3の
端部に形成された平面コ字形は、本体5の端部7と附属
部6の先端部10とで形成されているが、両者で平面コ字
形を形成できればよく、例えば本体5側の端部7を中央
部8と同じ寸法の幅とし、あるいは附属部6の段差をな
くした形状としてもよい。要は、立ち上がり部材3を連
結する窪み部4が形成されればよい。Further, the planar U-shape formed at the end of the rising member 3 in each of the above-mentioned embodiments is formed by the end 7 of the main body 5 and the tip 10 of the auxiliary portion 6, both of which are flat. It is only necessary to form a U-shape, and for example, the end portion 7 on the main body 5 side may have the same width as the central portion 8 or the stepped portion of the auxiliary portion 6 may be eliminated. The point is that the recess 4 that connects the rising members 3 may be formed.
【0031】さらに、前記第2実施例で附属部6B側にボ
ルト31を設け、本体5B側に埋め込みナット35を埋設して
あるが、これらは逆に設けてもよく、つまり附属部6B側
に埋め込みナット35を埋設し、本体5B側にボルト31を設
けてもよい。要は、附属部6Bと本体5Bとを連結できれば
よい。Further, in the second embodiment, the bolt 31 is provided on the side of the auxiliary portion 6B and the embedded nut 35 is embedded on the side of the main body 5B, but these may be provided in reverse, that is, on the side of the additional portion 6B. The embedded nut 35 may be embedded and the bolt 31 may be provided on the main body 5B side. In short, it suffices if the accessory part 6B and the main body 5B can be connected.
【0032】その他、本発明の実施の際の具体的な構造
および形状等は、本発明の目的を達成できる範囲であれ
ば他の構造等でもよい。In addition, the specific structure and shape for carrying out the present invention may be any other structure as long as the object of the present invention can be achieved.
【0033】[0033]
【発明の効果】以上に説明したように、本発明の建物の
基礎用プレキャストコンクリートブロックの製造方法に
よれば、プレキャストコンクリートブロックの端部の平
面コ字形状を容易に形成できるという効果がある。As described above, according to the method for manufacturing a precast concrete block for a building foundation of the present invention, it is possible to easily form the planar U-shape of the end portion of the precast concrete block .
【図1】本発明の実施例に係る製造方法により製造され
た立ち上がり部材の斜視図である。FIG. 1 is a perspective view of a rising member manufactured by a manufacturing method according to an embodiment of the present invention.
【図2】立ち上がり部材を製造するための第1実施例を
示す縦断面図である。FIG. 2 is a longitudinal sectional view showing a first embodiment for manufacturing a rising member.
【図3】同第1実施例の斜視図である。FIG. 3 is a perspective view of the first embodiment.
【図4】立ち上がり部材を製造するための第2実施例を
示す縦断面図である。FIG. 4 is a vertical sectional view showing a second embodiment for manufacturing a rising member.
【図5】立ち上がり部材を製造するための第3実施例を
示す縦断面図である。FIG. 5 is a vertical sectional view showing a third embodiment for manufacturing a rising member.
【図6】従来の立ち上がり部材が向かい合って設けられ
た斜視図である。FIG. 6 is a perspective view in which conventional rising members are provided facing each other.
1 PCブロック基礎 2 PC製のフーチング部材 3 PCブロックであるPC製の立ち上がり部材 4 窪み部 5,5A,5B,5C 本体 6,6A,6B,6C 附属部 24 支持部材 1 PC block foundation 2 PC footing member 3 PC block PC rising member 4 Recessed part 5,5A, 5B, 5C Main body 6,6A, 6B, 6C Attached part 24 Support member
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭50−96615(JP,A) 特開 昭61−162636(JP,A) 実公 昭52−53373(JP,Y2) ─────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP-A-50-96615 (JP, A) JP-A-61-162636 (JP, A) Jikkoku 52-53373 (JP, Y2)
Claims (2)
した窪み部を有し、平面コ字形状となっている建物の基
礎用プレキャストコンクリートブロックの製造方法にお
いて、前記プレキャストコンクリートブロックの端部が
前記窪み部を挟んで対向配置される本体と附属部とで形
成され、この附属部は予め製造された後、前記本体製造
時に、この本体製造用の型枠の上面側に配置されかつ厚
さ寸法が前記窪み部の寸法と等しく形成された支持部材
に支持されて前記本体に固設され、この本体と一体化さ
れることを特徴とする建物の基礎用プレキャストコンク
リートブロックの製造方法。1. A method of manufacturing a precast concrete block for a foundation of a building, wherein the end portions connected to each other have a recess portion that opens toward the outer end, and the precast concrete block for a foundation of a building has a U-shape in plan view. The part is formed of a main body and an auxiliary part that are arranged to face each other with the recessed part in between, and the auxiliary part is pre-manufactured and then, when the main body is manufactured, is arranged on the upper surface side of the mold for manufacturing the main body. Thickness
Support member having a flat dimension equal to that of the recess
Supported fixed to the present body, method for manufacturing a foundation for precast concrete block building, characterized in that it is integrated with the body.
した窪み部を有し平面コ字形状となっている建物の基礎
用プレキャストコンクリートブロックの製造方法におい
て、前記プレキャストコンクリートブロックの端部が前
記窪み部を挟んで対向配置された本体と附属部とが別体
で形成され、これら本体と附属部とを連結して両者が一
体化されることを特徴とする建物の基礎用プレキャスト
コンクリートブロックの製造方法。2. A method for manufacturing a precast concrete block for a foundation of a building, the end portions of which are connected to each other and which have a recessed portion that opens toward the outer end and have a U-shape in plan view, wherein the end portion of the precast concrete block is A precast concrete for a building foundation, characterized in that the main body and an ancillary section, which are opposed to each other with the hollow section sandwiched therebetween, are formed separately, and the main body and the ancillary section are connected to integrate the two. Block manufacturing method.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4186852A JP2554422B2 (en) | 1992-07-14 | 1992-07-14 | Manufacturing method of precast concrete block for building foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4186852A JP2554422B2 (en) | 1992-07-14 | 1992-07-14 | Manufacturing method of precast concrete block for building foundation |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0649851A JPH0649851A (en) | 1994-02-22 |
| JP2554422B2 true JP2554422B2 (en) | 1996-11-13 |
Family
ID=16195782
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4186852A Expired - Fee Related JP2554422B2 (en) | 1992-07-14 | 1992-07-14 | Manufacturing method of precast concrete block for building foundation |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2554422B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6035823A (en) * | 1998-06-15 | 2000-03-14 | Toyota Jidosha Kabushiki Kaisha | Spark-ignition type engine |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5096615A (en) * | 1973-12-26 | 1975-07-31 | ||
| JPS5649078Y2 (en) * | 1975-10-16 | 1981-11-16 | ||
| JPS61162636A (en) * | 1985-01-11 | 1986-07-23 | Kenichi Sasaki | Block for strip footing and method of building strip footing employing said block |
-
1992
- 1992-07-14 JP JP4186852A patent/JP2554422B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0649851A (en) | 1994-02-22 |
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