JPH0245347Y2 - - Google Patents

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Publication number
JPH0245347Y2
JPH0245347Y2 JP6341787U JP6341787U JPH0245347Y2 JP H0245347 Y2 JPH0245347 Y2 JP H0245347Y2 JP 6341787 U JP6341787 U JP 6341787U JP 6341787 U JP6341787 U JP 6341787U JP H0245347 Y2 JPH0245347 Y2 JP H0245347Y2
Authority
JP
Japan
Prior art keywords
concrete
product
head
bolt
construction
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
Application number
JP6341787U
Other languages
Japanese (ja)
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JPS63171482U (en
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 filed Critical
Priority to JP6341787U priority Critical patent/JPH0245347Y2/ja
Publication of JPS63171482U publication Critical patent/JPS63171482U/ja
Application granted granted Critical
Publication of JPH0245347Y2 publication Critical patent/JPH0245347Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、プレキヤストコンクリート製品、例
えば、長尺の水路用ブロツク、巾広の水路用ブロ
ツク、ボツクスカルバート、門型カルバート等の
構築用コンクリート製品において、高さ調節の可
能な製品に関するものである。
[Detailed description of the invention] [Industrial application field] The present invention is applicable to precast concrete products, such as concrete for construction of long waterway blocks, wide waterway blocks, box culverts, gate-type culverts, etc. Regarding products, it relates to products whose height can be adjusted.

〔従来の技術とその問題点〕[Conventional technology and its problems]

近時、上記の構築用コンクリート製品は巨大化
され、極めて重量の重いものが多く生産されるよ
うになり、その製品の施工精度も高いところから
好評を博している。
In recent years, the above-mentioned construction concrete products have become larger in size and are often produced with extremely heavy weight, and these products have gained popularity due to their high construction accuracy.

而して、前記製品の現場施工に当つては、通
常、既に施工された基礎コンクリートの上に設置
するのが殆どであるが、基礎コンクリートはその
表面を平坦且つ平滑に仕上げることは至難の業
で、必ずと言つて良いほど、僅かな凹凸が生じ、
前記製品の表面を平滑に仕上げても、前記凹凸の
ために製品の設置面を基礎コンクリートに密着さ
せることができなかつた。
Therefore, when on-site construction of the above-mentioned products is carried out, it is usually installed on the foundation concrete that has already been constructed, but it is extremely difficult to finish the surface of the foundation concrete flat and smooth. So, almost always, there will be slight unevenness,
Even if the surface of the product was smoothed, the unevenness made it impossible to bring the installation surface of the product into close contact with the foundation concrete.

そのため、空練りモルタルを許容される厚さに
平滑に敷均して、その上に製品を設置する方法が
採られていたが、基準面の調整のためには、別に
楔等で高さの調整をしながら基準面に合せる微調
整作業が行われなければならないので、手数がか
かるという難点があり、また、先に空練モルタル
を敷均しながら楔等を打込むこともあるが、結果
的には空練モルタルと製品との間には空隙が必ず
発生して、製品の設置後、背面からの洩れや基礎
コンクリートとの分離により、構造体としての一
体化がなされていなかつた。
For this reason, the method used was to spread dry mortar smoothly to an allowable thickness and then install the product on top of it. Fine adjustment work must be done to match the reference surface while making adjustments, which is time-consuming.Also, it may be necessary to drive wedges etc. while leveling the dry mortar first, but the result is Generally speaking, a gap always occurs between the air-mixed mortar and the product, and after the product is installed, it is not integrated into the structure due to leakage from the back side or separation from the foundation concrete.

従つて、施工後、経年による製品の陥没等が発
生し、例えば、水路の場合にあつては、正常な均
一勾配であるべき製品水路が仕上後、経年するう
ちに不陸を生じて、溢流域は水路の流量減少によ
る支障が発生すること等があり、また、擁壁等に
あつては、上記同様に既に間隙が発生しているた
めに、地震等においては過大な荷重が局部的に加
わる結果、構造上安定性を欠き、損壊するに到る
という問題点があるのである。
Therefore, after construction, products may sag over time. For example, in the case of waterways, product waterways that should have a normal, uniform slope may become uneven and overflow over time after completion. In the basin, problems may occur due to a decrease in the flow rate of waterways, and in the case of retaining walls, etc., gaps have already been created as described above, so in the event of an earthquake, etc., excessive loads may be applied locally. As a result, there is a problem in that the structure lacks stability and may be damaged.

〔問題点を解決するための手段〕[Means for solving problems]

本考案の考案者は、上述のような従来技術の問
題点を解決するため、種々研究を重ねた結果、構
築用コンクリート製品を基礎コンクリートの上に
設計通りの高さに設置するには、該コンクリート
製品を高さ調整可能にし、高さ調節の結果その設
置面と基礎コンクリートとの間に空隙が生じた
ら、その空隙にモルタル等を充填するようにすれ
ば良いとの結論を得た。そこで、本考案は、高さ
調整の可能なコンクリート製品を提供することを
目的としてなされたもので、その構成は、構築用
コンクリート製品において、基礎コンクリートに
接する面に複数個の切欠部を設けると共に該切欠
部の上面側内部に、調整用固定ナツトを包蔵した
鍔状体を下端に一体に設けた筒体を回転不能に埋
設し、ボルトヘツドに半球形状等の頭部を設けた
ボルトの前記頭部に、外周下部に脚を設け中央部
辺に前記頭部に対応する凹部を設けた受台を前記
頭部に前記凹部を嵌合させて定着し、前記ボルト
を前記ナツトに螺合して成ることを特徴とするも
のである。
In order to solve the problems of the conventional technology as described above, the inventor of this invention has conducted various studies and found that in order to install construction concrete products at the designed height on top of the foundation concrete, it is necessary to It was concluded that if the height of a concrete product is adjustable and a gap is created between the installation surface and the foundation concrete as a result of the height adjustment, the gap should be filled with mortar or the like. Therefore, the present invention was developed with the aim of providing a concrete product whose height can be adjusted.The structure of this invention is to provide a concrete product for construction with a plurality of notches on the surface in contact with the foundation concrete. A cylindrical body integrally provided at the lower end with a flanged body containing an adjustment fixing nut is embedded in the upper surface of the notch, and the bolt head is provided with a hemispherical head or the like. A pedestal having legs on the lower outer periphery and a recess corresponding to the head on the center side is fixed to the part by fitting the recess into the head, and screwing the bolt into the nut. It is characterized by:

〔考案の作用〕[Effect of invention]

即ち、本考案構築用コンクリート製品は、これ
を基礎コンクリートの上に設置した際、設計通り
の高さににならなかつた場合は、スパナ等でボル
トヘツドを回転させて、受台を基礎コンクリート
に密着させながら高さ調整を行なうことにより、
設計通りの高さに設置することができる。
In other words, when the concrete product for construction of this invention is installed on the foundation concrete, if the height is not as designed, the bolt head can be rotated with a wrench etc. so that the pedestal is tightly attached to the foundation concrete. By adjusting the height while
It can be installed at the height as designed.

〔実施例〕〔Example〕

次に本考案の実施の一例を図に拠り説明する。 Next, an example of implementation of the present invention will be explained with reference to the drawings.

図において、Aは構築用コンクリート製品、F
は基礎コンクリートで、前記コンクリート製品A
の基礎コンクリートFに接する底面1の四隅付近
に適宜深さの切欠部2を設け、該切欠部2の上面
3側の内部に調整用固定ナツト4を包蔵した鍔状
体5を下端部に一体に設けた筒体6を回転不能に
埋設し、ボルトヘツド8に半球形状等の頭部9を
設けたボルト7の前記頭部9に、外周下部に脚1
1を設け中央部辺に該頭部9の形状に対応する凹
部12を設けた受台10を前記凹部12を嵌合さ
せ、かしめ付13等の手段により定着させて、該
ボルト7を前記調整用固定ナツト4に螺合してあ
り、常態においては、ボルト7のネジ部が筒体6
内に収められ、ボルトヘツド8がナツト4に近接
してボルト7の頭部9と受台10が切欠部2内に
位置し、受台10の脚11がコンクリート製品A
の底面1より上位に位置するようになつている。
図中、20はコンクリート製品Aの底板に設けた
グラウト等の注入孔、21は同じく排気孔であ
り、上記により本考案構築用コンクリート製品の
一例が構成される。
In the diagram, A is a concrete product for construction, F
is the foundation concrete, and the concrete product A
Notches 2 of appropriate depth are provided near the four corners of the bottom surface 1 in contact with the foundation concrete F, and a flange-like body 5 containing an adjustment fixing nut 4 inside the upper surface 3 side of the notches 2 is integrated at the lower end. A bolt 7 has a cylindrical body 6 provided therein in a non-rotatable manner, and a bolt head 8 having a hemispherical head 9. A leg 1 is attached to the head 9 of the bolt 7 at the lower part of the outer periphery.
1, and a pedestal 10 having a recess 12 corresponding to the shape of the head 9 on the center side thereof is fitted into the recess 12, and fixed by means such as caulking 13, and the bolt 7 is adjusted as described above. The threaded part of the bolt 7 is screwed into the cylindrical body 6 in the normal state.
The bolt head 8 is located close to the nut 4, the head 9 of the bolt 7 and the pedestal 10 are located in the notch 2, and the leg 11 of the pedestal 10 is placed in the concrete product A.
It is positioned above the bottom surface 1 of the.
In the figure, 20 is an injection hole for grout, etc. provided in the bottom plate of concrete product A, and 21 is also an exhaust hole, and the above constitutes an example of the concrete product for construction of the present invention.

尚、上記コンクリート製品Aの製造に際して
は、所定の位置に筒体6と鍔状体5を位置してか
らコンクリートを打設するものとし、固定用ナツ
ト4はその外周に接着剤等を塗布して鍔状体5に
嵌合定着し、該ナツト4にボルト7をそのヘツド
8が該ナツトに近接するまで螺合させるのであ
る。
Incidentally, when producing the above-mentioned concrete product A, the cylindrical body 6 and the brim-like body 5 are placed in predetermined positions before pouring concrete, and the fixing nut 4 is coated with an adhesive or the like on its outer periphery. Then, the bolt 7 is screwed into the nut 4 until the head 8 approaches the nut.

而して、上記のコンクリート製品Aを既に施工
された基礎コンクリートF上に設置施工する例に
ついて説明すれば、次の通りである。
An example in which the above concrete product A is installed on an already constructed foundation concrete F will be described as follows.

製品Aを基礎コンクリートF上に載置し、所定
の基準の高さに合せるために、四隅のボルト7の
ヘツド8をスパナ等で回転し、受台10の脚の下
面が基礎Fに当接すると共に前記製品の高さが所
定の基準高さに合致するまで調整する。
Place the product A on the foundation concrete F, and turn the heads 8 of the bolts 7 at the four corners with a spanner or the like to adjust the height to the predetermined standard height, so that the lower surface of the leg of the pedestal 10 comes into contact with the foundation F. and adjust the height of the product until it matches a predetermined reference height.

次いで、製品Aの基礎コンクリートF上の外周
をモルタル又はコンクリートCで隅角部を堰止
め、グラウト注入孔20から超流動性膨張モルタ
ル22を基礎コンクリートFと製品Aとの間隙2
3に注入するのであるが、製品Aの外周がモルタ
ル又はコンクリートCで閉塞されているため、前
記注入により、間隙23内の空気は排気孔21か
ら排除されるので、前記超流動性膨張モルタル2
2は確実に注入され膨張して間隙23の隅々まで
行き渡り、硬化して両者を密着させ、一体化する
ことができる。
Next, the corners of the outer periphery of the product A on the foundation concrete F are dammed with mortar or concrete C, and the superfluid expansion mortar 22 is poured into the gap 2 between the foundation concrete F and the product A through the grout injection hole 20.
However, since the outer periphery of product A is closed with mortar or concrete C, the air in the gap 23 is expelled from the exhaust hole 21 by the injection, so that the superfluid expanding mortar 2
2 is reliably injected, expands, and spreads to every corner of the gap 23, and hardens to bring them into close contact and integrate them.

〔考案の効果〕[Effect of idea]

本考案は上述の通りであつて、構築用コンクリ
ート製品の底面の四隅付近に配設した調整用のボ
ルトによる基準面の調整が容易になり、高さ調整
後はグラウト作業が残るのみとなることにより、
現場作業が分離されて、製品の敷設作業が迅速且
つ確実に施工され、実施例に示すように、膨張性
モルタルをグラウトすれば、製品と基礎コンクリ
ートの開隙で膨張硬化するために隅々まで行渡り
確実に密着するので、製品が基礎コンクリートと
一体化されて、前述の従来技術の問題点を完全に
解決することができる。
The present invention is as described above, and the reference plane can be easily adjusted using adjustment bolts placed near the four corners of the bottom of a construction concrete product, and only grouting work remains after height adjustment. According to
The site work is separated, and the product installation work is done quickly and reliably.As shown in the example, if you grout with expandable mortar, it will expand and harden in the gaps between the product and the foundation concrete, so that every corner will be covered. Since the product is spread and firmly adhered, the product is integrated with the foundation concrete, and the problems of the prior art mentioned above can be completely solved.

尚、第1図に示すように、連続的に製品を敷設
する場合は、敷設作業に支障のない位置に各製品
に切欠を設けて並列、或いは、直列に敷設し施工
区間を区切つて上記作業を繰返すようにすれば、
安全、確実な施工を経済的に容易且つ迅速に行な
うことができる。
As shown in Figure 1, when installing products continuously, make a cut in each product at a position that does not interfere with the installation work, and lay them in parallel or in series to separate the construction sections and carry out the above work. If you repeat
Safe and reliable construction can be carried out economically, easily and quickly.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案構築用コンクリート製品を連続
的に敷設した状態の斜視図、第2図は前記製品を
基礎コンクリート上に設置した状態の要部の断面
図、第3図は第2図の状態から高さ調節を行な
い、基礎上の四周をモルタル又はコンクリートで
堰き止めた状態の断面図である。 A……構築用コンクリート製品、F……基礎コ
ンクリート、1……製品Aの底面、2……切欠
部、3……切欠部2の上面、4……調整用固定ナ
ツト、5……鍔状体、6……筒体、7……ボル
ト、8……ボルトヘツド、9……半球形状頭部、
10……受台、11……受台の脚、12……受台
の凹部、20……モルタル等の注入孔、21……
排気孔。
Figure 1 is a perspective view of the concrete product of the present invention being laid continuously, Figure 2 is a sectional view of the main parts of the product installed on foundation concrete, and Figure 3 is the same as Figure 2. It is a sectional view of the state in which the height has been adjusted and the four circumferences on the foundation have been dammed with mortar or concrete. A... Concrete product for construction, F... Foundation concrete, 1... Bottom of product A, 2... Notch, 3... Top surface of notch 2, 4... Fixing nut for adjustment, 5... Flange shape Body, 6... Cylindrical body, 7... Bolt, 8... Bolt head, 9... Hemispherical head,
10... pedestal, 11... leg of pedestal, 12... recess of pedestal, 20... injection hole for mortar etc., 21...
Exhaust hole.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 構築用コンクリート製品において、基礎コンク
リートに接する面に複数個の切欠部を設けると共
に該切欠部の上面側内部に、調整用固定ナツトを
包蔵した鍔状体を下端に一体に設けた筒体を回転
不能に埋設し、ボルトヘツドに半球形状等の頭部
を設けたボルトの前記頭部に、外周下部に脚を設
け中央部辺に前記頭部に対応する凹部を設けた受
台を前記頭部に前記凹部を嵌合させて定着し、前
記ボルトを前記ナツトに螺合して成ることを特徴
とする高さ調整の可能な構築用コンクリート製
品。
In construction concrete products, a rotating cylinder is provided with multiple notches on the surface that contacts the foundation concrete, and a flange-like body containing a fixing nut for adjustment is integrally provided at the lower end inside the upper surface of the notches. The head of a bolt is buried in a way that it cannot be buried, and the bolt head is provided with a hemispherical head, etc., and a cradle is attached to the head, which has legs on the lower part of the outer periphery and a recess corresponding to the head on the center side. A concrete product for construction whose height is adjustable, characterized in that the recess is fitted and fixed, and the bolt is screwed into the nut.
JP6341787U 1987-04-28 1987-04-28 Expired JPH0245347Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6341787U JPH0245347Y2 (en) 1987-04-28 1987-04-28

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6341787U JPH0245347Y2 (en) 1987-04-28 1987-04-28

Publications (2)

Publication Number Publication Date
JPS63171482U JPS63171482U (en) 1988-11-08
JPH0245347Y2 true JPH0245347Y2 (en) 1990-11-30

Family

ID=30898623

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6341787U Expired JPH0245347Y2 (en) 1987-04-28 1987-04-28

Country Status (1)

Country Link
JP (1) JPH0245347Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0833002B2 (en) * 1987-07-14 1996-03-29 有限会社藤商事 Construction method of large block made of concrete
JP6400934B2 (en) * 2014-04-08 2018-10-03 大成建設株式会社 Precast structure installation method

Also Published As

Publication number Publication date
JPS63171482U (en) 1988-11-08

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