JPH09221769A - Elevation adjuster and concrete secondary product with adjuster - Google Patents

Elevation adjuster and concrete secondary product with adjuster

Info

Publication number
JPH09221769A
JPH09221769A JP8032035A JP3203596A JPH09221769A JP H09221769 A JPH09221769 A JP H09221769A JP 8032035 A JP8032035 A JP 8032035A JP 3203596 A JP3203596 A JP 3203596A JP H09221769 A JPH09221769 A JP H09221769A
Authority
JP
Japan
Prior art keywords
bolt
hole
cotter
metal fitting
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.)
Granted
Application number
JP8032035A
Other languages
Japanese (ja)
Other versions
JP3500246B2 (en
Inventor
Yoji Sasaki
洋二 佐々木
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP03203596A priority Critical patent/JP3500246B2/en
Publication of JPH09221769A publication Critical patent/JPH09221769A/en
Application granted granted Critical
Publication of JP3500246B2 publication Critical patent/JP3500246B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

Landscapes

  • Retaining Walls (AREA)
  • Sewage (AREA)

Abstract

PROBLEM TO BE SOLVED: To simplify how to mount even a concrete secondary product which is thick and large by inserting a bolt whose tip is worked so as to shape up basically a sphere surface into a basically truncated cone-shaped cotter and engaging a universal adjuster with an inner screw with a male screw area of the bolt. SOLUTION: A male screw area 4 is threaded between the head 1 of a bolt 5 and the end of the bolt 5 where the tip 2 of the end 3 is worked substantially like a sphere surface. This bolt 5 is inserted into a cotter 6 with a through hole which is shaped up basically like a truncated cone. An universal adjuster 8 with an inner screw is engaged with the male screw area 4 of the bolt 5, thereby forming an elevation adjuster A. When it is used, the bolt 5 is inserted into a hole in a base plate of a concrete secondary product, thereby fitting the end of the cotter 6 on the side of a smaller outside diameter and engaging the universal adjuster 8 with the bolt 5 from the bottom side. It is, therefore, possible to inhibit the deviation of a central position between the bolt 5 and the hole and inhibit the slanting of their mutual central shafts only by dropping the cotter 6 into the hole of the concrete secondary product with self-weight and fitting them thereinto.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明はコンクリート二次製
品を敷設するための高さ調整金具および高さ調整金具付
コンクリート二次製品に関する。さらに詳しくは、とく
にコンクリート二次製品への取り付け作業が簡便であっ
て、コンクリート二次製品の精度の良い敷設を簡単かつ
確実に行なうことができ、しかも工期短縮とコストダウ
ンを図ることのできる、コンクリート二次製品を敷設す
るための高さ調整金具および高さ調整金具付コンクリー
ト二次製品に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a height adjusting fitting for laying a concrete secondary product and a concrete secondary product with a height adjusting fitting. More specifically, it is particularly easy to attach the concrete secondary product, and it is possible to lay the concrete secondary product accurately and easily, and it is possible to shorten the construction period and reduce the cost. The present invention relates to a height adjusting metal fitting for laying a concrete secondary product and a concrete secondary product with a height adjusting metal fitting.

【0002】[0002]

【従来の技術】従来より、コンクリートボックスカルバ
ート、擁壁ブロック、U字型水路ブロック、L字型水路
ブロック、道路用側溝ブロックなど、工場において製造
されるコンクリート二次製品にあっては、一定の長さを
有するコンクリート二次製品を順次トラッククレーンな
どを用いて敷設面上に吊り下ろし、吊り下げた状態で前
後方向に動かして前後面の位置合わせを行ない、さらに
敷設面とコンクリート二次製品の底面とのあいだに介在
物を介入して勾配や高さ合わせを行なったのち、敷設面
とコンクリート二次製品の底面とのあいだにモルタルな
どの充填材を注入してコンクリート二次製品を敷設面上
に固定していた。
2. Description of the Related Art Conventionally, concrete secondary products manufactured in factories such as concrete box culverts, retaining wall blocks, U-shaped waterway blocks, L-shaped waterway blocks, road gutter blocks, etc. A concrete secondary product with a length is sequentially hung on the laying surface using a truck crane, etc., and in the suspended state, it is moved in the front-rear direction to align the front and rear surfaces. After interposing an inclusion between the bottom surface and the slope or height adjustment, a filler such as mortar is injected between the laying surface and the bottom surface of the concrete secondary product to lay the concrete secondary product on the laying surface. It was fixed on top.

【0003】しかしながら、前記作業においては、重量
物を数人の作業者が狭くて深い掘穴の中で取り扱うばあ
いが多くあり、作業性がわるい。
However, in the above-mentioned work, there are many cases where a few workers handle a heavy object in a narrow and deep pit, and the workability is poor.

【0004】また、敷設面とコンクリート二次製品の底
面とのあいだの空間を充分に確保できないために、充填
材をコンクリート二次製品の底面全体にゆきわたるよう
に注入することが困難であった。その結果、コンクリー
ト二次製品の底面の中央部付近は中空状態のままであ
り、このような状態で放置するとコンクリート二次製品
に偏荷重が作用し易かった。
Further, since it is not possible to secure a sufficient space between the laying surface and the bottom surface of the concrete secondary product, it is difficult to inject the filler so as to spread over the entire bottom surface of the concrete secondary product. As a result, the vicinity of the central portion of the bottom surface of the secondary concrete product remained hollow, and when left in such a state, an unbalanced load was likely to act on the secondary concrete product.

【0005】以上の欠点を解決するものとして、実公昭
63-32211号公報に示されるように、コンクリート二次製
品中に長ナットを埋設し、該長ナットにメネジを螺合さ
せて該メネジの回転により敷設面とコンクリート二次製
品の底面との間隔を調整することのできる高さ調整機構
付コンクリート二次製品がある。しかしながら、該コン
クリート二次製品においては、工場での製造段階で予め
長ナットを埋設しておく必要があることに起因して種々
の問題が発生する。たとえば、コンクリート二次製品の
設置施工時に土砂、木片、小石などの異物が長ナット内
部に混入するおそれが多分にあり、こういった異物が混
入したばあいには長ナットとメネジとのかみ合いが不具
合となり、その結果、コンクリート二次製品の高さ調整
も難しくなる。
As a solution to the above drawbacks,
As disclosed in 63-32211, a long nut is embedded in a concrete secondary product, a female screw is screwed into the long nut, and the gap between the laying surface and the bottom face of the concrete secondary product is rotated by rotating the female screw. There is a concrete secondary product with a height adjustment mechanism that can adjust However, in the concrete secondary product, various problems occur due to the need to bury long nuts in advance at the manufacturing stage in the factory. For example, there is a possibility that foreign matter such as earth and sand, wood chips, and pebbles will mix inside the long nut during the installation and installation of secondary concrete products.If such foreign matter mixes, the long nut and female screw will not mesh with each other. It becomes a defect, and as a result, it becomes difficult to adjust the height of the secondary concrete product.

【0006】このような問題を解決するものとして、本
出願人は先に、特開平2-104829号公報に示される高さ調
整金具などを提案した。該高さ調整金具は、図8に示す
ように、頭部と反対側の端部が略球面状に加工されてお
り、コンクリート二次製品の底版部31aに形成された
孔32に挿入されるボルト36と、該ボルト36に螺合
されるナット34と、前記ボルト36に挿通される座金
33と、前記ボルト36のオネジ部と螺合するメネジ部
を有する略板状の自在調整金具37とからなり、使用に
際し、前記座金33およびナット34は、この順序で前
記底版部31aの孔32の上面に当該孔32と同心に固
着され、前記自在調整金具37は、前記孔32の下面に
設けられて前記ボルト36に螺合されることを特徴とし
ている。
In order to solve such a problem, the applicant of the present invention has previously proposed a height adjusting fitting shown in Japanese Patent Laid-Open No. 2-104829. As shown in FIG. 8, the height-adjusting metal fitting has an end on the side opposite to the head processed into a substantially spherical shape, and is inserted into a hole 32 formed in the bottom slab 31a of the secondary concrete product. A bolt 36, a nut 34 that is screwed into the bolt 36, a washer 33 that is inserted into the bolt 36, and a substantially plate-shaped adjustable metal fitting 37 having a female screw portion that is screwed into the male screw portion of the bolt 36. In use, the washer 33 and the nut 34 are fixed in this order to the upper surface of the hole 32 of the bottom slab 31a concentrically with the hole 32, and the adjustable metal fitting 37 is provided on the lower surface of the hole 32. It is characterized in that it is screwed into the bolt 36.

【0007】また、かかる高さ調整金具を用いたコンク
リート二次製品31は、図9に示されるように底版部3
1aの適宜の位置にボルト挿入用の孔32が形成されて
おり、該孔32の上面側に座金33およびナット34が
この順序で前記孔32と同心に固着されており、該孔3
2の下面側にはメネジ部を有する略板状の自在調整金具
37が設けられており、前記ナット34および自在調整
金具37に下端部が略球面状に加工されたボルト36が
螺合されており、かつ前記底版部31aの適宜の位置に
充填材注入用の透孔20が形成されており、前記ボルト
36の回転により敷設面である基礎コンクリート22の
上面とコンクリート二次製品31の底版部31aの底面
との間隔が調整可能なことを特徴としている。
Further, the concrete secondary product 31 using such a height adjusting fitting has a bottom slab 3 as shown in FIG.
A hole 32 for inserting a bolt is formed at an appropriate position of 1a, and a washer 33 and a nut 34 are fixed on the upper surface side of the hole 32 concentrically with the hole 32 in this order.
A substantially plate-shaped universal adjustment metal fitting 37 having a female screw portion is provided on the lower surface side of 2, and a bolt 36 having a lower end processed into a substantially spherical shape is screwed into the nut 34 and the universal adjustment metal fitting 37. And a through hole 20 for injecting a filler is formed at an appropriate position of the bottom slab portion 31a, and the top surface of the foundation concrete 22 which is a laying surface and the bottom slab portion of the concrete secondary product 31 are formed by the rotation of the bolt 36. The feature is that the distance from the bottom surface of 31a can be adjusted.

【0008】かかる高さ調整金具を使用するには、孔3
2の下面側から突出したボルト36の下端部に自在調整
金具37を螺合させ、この状態でコンクリート二次製品
31を基礎コンクリート22上の所定の敷設面の位置に
載置する。このとき、ボルト36の下端部の下方に位置
する基礎コンクリート22上に鉄板やステンレス板から
なるライナープレート25を設けておくことが好まし
く、コンクリート二次製品31は、ボルト36の下端部
がこのライナープレート25上にくるように載置され
る。ボルト36の下端部は前述したごとく略球面状に加
工されており、ライナープレート25上を良好に滑るこ
とができ、これによりコンクリート二次製品31の前後
左右の位置合わせが小さな力で容易に行なえる。前後左
右の位置合わせを行なったのちに、ボルト36の回転に
より部材の高さ調整が行なわれる。
To use such a height adjusting fitting, the hole 3
The adjustable secondary metal fitting 37 is screwed onto the lower end portion of the bolt 36 protruding from the lower surface side of 2, and in this state the concrete secondary product 31 is placed on the base concrete 22 at a predetermined laying surface position. At this time, it is preferable to provide a liner plate 25 made of an iron plate or a stainless steel plate on the basic concrete 22 located below the lower end of the bolt 36. In the concrete secondary product 31, the lower end of the bolt 36 is the liner plate. It is placed so as to come on the plate 25. The lower end of the bolt 36 is processed into a substantially spherical shape as described above, and can be slid on the liner plate 25 satisfactorily, so that the concrete secondary product 31 can be easily aligned with the front, rear, left and right with a small force. It After the front, rear, left, and right positions are aligned, the height of the member is adjusted by rotating the bolt 36.

【0009】最終的に、敷設面となる基礎コンクリート
22の上面と底版部31aの底面とのあいだに確保され
た空間21中に、前記透孔20から注入された充填材を
充填させて一連の作業が完了する。
Finally, the space 21 secured between the upper surface of the foundation concrete 22 which is the laying surface and the bottom surface of the bottom slab 31a is filled with the filler injected from the through hole 20 to make a series of The work is completed.

【0010】このようにして、先に提案した高さ調整金
具および高さ調整金具付コンクリート二次製品では、従
来にないつぎのような効果がえられる。
In this way, the previously proposed height adjusting metal fittings and concrete secondary products with height adjusting metal fittings have the following effects that have not been obtained conventionally.

【0011】コンクリート二次製品製造後に高さ調整
金具(ボルト、ナット、座金および自在調整金具)を取
り付けることができ、特殊な型枠を用いる必要がないの
で製造施設を簡素化できる。
After the secondary concrete product is manufactured, the height adjusting metal fittings (bolts, nuts, washers, and universal adjusting metal fittings) can be attached, and since it is not necessary to use a special formwork, the manufacturing facility can be simplified.

【0012】かみ合いを確認した上で部材に取り付け
ることができるので高さ調整部分に欠陥を有する部材の
発生を防ぐことができる。
Since it can be attached to the member after confirming the meshing, it is possible to prevent the occurrence of a member having a defect in the height adjusting portion.

【0013】現場にてコンクリート二次製品を設置す
る際にナットや自在調整金具を固着することができ、ナ
ット内に砂や小石などの異物が侵入してボルトとのかみ
合いが阻害されるのを防ぎ、確実に高さ調整を行なうこ
とができる。
When installing a concrete secondary product on site, it is possible to fix a nut and a free adjustment metal fitting, and foreign matter such as sand and pebbles intrudes into the nut to prevent the engagement with the bolt. It is possible to prevent and surely adjust the height.

【0014】部材設置後に、ボルトなどを取りはずす
ことが可能であるので、コンクリート二次製品中にさび
や腐食を生じることがなく、コンクリート二次製品の品
質を永年にわたり良好な状態に保つことができる。
Since the bolts and the like can be removed after the members are installed, the quality of the concrete secondary product can be kept in good condition for many years without causing rust or corrosion in the concrete secondary product. .

【0015】工場において製造するばあい、構造が極
めて簡単であるので精度の高い製品を大量かつ迅速に製
作供給できる。
When manufacturing in a factory, since the structure is extremely simple, it is possible to mass-produce and supply highly accurate products quickly.

【0016】使用する器材が極めて安価に入手できる
ものであるので製造単価を低く押えることができる。
Since the equipment to be used is available at a very low cost, the manufacturing unit price can be kept low.

【0017】ボルトの下端部が略球面状に加工されて
おりライナープレート上を極めてなめらかに滑るように
しているので、容易にかつ小さな力でしかも従来の埋込
み型に比べて極めて高い精度で前後左右の位置合わせを
行なうことができる。
Since the lower end portion of the bolt is processed into a substantially spherical shape so that it can slide on the liner plate extremely smoothly, it can be easily and with a small force, and is extremely highly precise in comparison with the conventional embedded type. Can be aligned.

【0018】自在調整金具が帽子状の金具のばあい、
下端(ライナープレートと接する部分)をアールを有す
るパイプ断面状に加工して摩擦係数を小さくすることが
できるので、ボルトを通さない状態でも前後左右の位置
合わせができる。
If the adjustable metal fitting is a hat-shaped metal fitting,
Since the lower end (the portion in contact with the liner plate) can be processed into a rounded pipe cross section to reduce the friction coefficient, the front, rear, left, and right can be aligned even without the bolts.

【0019】自在調整金具の座金に面する側の板状部
表面に突起を設けるばあい、圧着によって該金具がコン
クリート二次製品に強固に固定されるので、金具をコン
クリート二次製品に取り付けた直後に高さ調整を行なう
ことができ、工期を大幅に短縮化することができる。
When a protrusion is provided on the surface of the plate-like portion of the adjustable metal fitting facing the washer, the metal fitting is firmly fixed to the concrete secondary product by crimping, so the metal fitting is attached to the concrete secondary product. The height can be adjusted immediately after that, and the construction period can be greatly shortened.

【0020】[0020]

【発明が解決しようとする課題】しかしながら、前述の
特開平2-104829号公報に示される高さ調整金具を用いる
ばあいは、コンクリート二次製品の敷設に先立ち、コン
クリート二次製品の底版部に形成された孔の上面に、座
金およびナットをこの順序で孔と同心に接着剤などで予
め固着しておくことが必要である。このとき、座金、ナ
ットおよびボルトと孔との中心位置のズレおよび中心軸
同士の傾きが許容される値よりも大きいばあいには、該
ナットと螺合させながらボルトを前記孔の中心に真直ぐ
に挿入することができない。その結果、該ボルトの頭部
と反対側に螺合された自在調整金具が、コンクリート二
次製品の自重により敷設面とのあいだに挟まれてコンク
リート二次製品の下面に密着、固定されたばあいに、ナ
ットおよび自在調整金具とボルトとの2カ所の螺合部で
の円滑なボルトの動きが阻害されたり、ボルトの回転中
に生じる偏心力により座金およびナットの接着部が外れ
たりすることがある。さらに、ボルトと孔との中心位置
のズレおよび中心軸同士の傾きが極端に大きいばあいに
は、ボルトが孔の途中の壁面に接触するなどして、ボル
トが孔を完全に貫通しずらいなどの事態が生じる。
However, when using the height adjusting metal fitting disclosed in the above-mentioned Japanese Patent Laid-Open No. 2-104829, the bottom slab portion of the concrete secondary product is laid before laying the concrete secondary product. It is necessary to previously secure a washer and a nut to the upper surface of the formed hole in this order concentrically with the hole with an adhesive or the like. At this time, if the displacement of the center position of the washer, the nut or bolt and the hole and the inclination of the center axes are larger than the allowable value, the bolt is straightened to the center of the hole while being screwed with the nut. Can not be inserted into. As a result, if the adjustable metal fitting screwed on the side opposite to the head of the bolt is sandwiched between the laying surface by the weight of the concrete secondary product and adhered and fixed to the lower surface of the concrete secondary product. In the meantime, smooth movement of the bolt at the two threaded parts between the nut and the adjustable metal fitting and the bolt is obstructed, and the eccentric force generated during the rotation of the bolt causes the washer and the nut to come off. There is. Furthermore, if the center position of the bolt and the hole are misaligned and the inclination of the center axes is extremely large, the bolt may come into contact with the wall surface in the middle of the hole, making it difficult for the bolt to completely penetrate the hole. Such a situation occurs.

【0021】このような問題は、底版部の厚さが大きく
なり、長いボルトを使用しなければならないばあいに、
とくに顕著である。
Such a problem is caused when the thickness of the bottom slab becomes large and long bolts must be used.
Especially noticeable.

【0022】本発明は、叙上の事情に鑑み、前記従来技
術の有する欠点が解消された高さ調整金具および高さ調
整金具付コンクリート二次製品を提供することを目的と
する。すなわち、本発明の目的は、厚さの大きなコンク
リート二次製品に対しても取り付けが簡便であって、そ
の製造も容易であり、敷設時には小さな力で確実にコン
クリート二次製品の高さ調整ができるとともに、敷設後
にはボルトを確実に抜くことができる高さ調整金具およ
びこれを用いた高さ調整金具付コンクリート二次製品を
提供することを目的とする。
In view of the above circumstances, it is an object of the present invention to provide a height adjusting metal fitting and a concrete secondary product with the height adjusting metal fitting, in which the drawbacks of the prior art are solved. That is, the object of the present invention is that the secondary concrete product with a large thickness can be easily attached and easily manufactured, and the height of the secondary concrete product can be reliably adjusted with a small force when laying. An object of the present invention is to provide a height-adjusting metal fitting capable of surely removing bolts after installation and a concrete secondary product with the height-adjusting metal fitting using the same.

【0023】[0023]

【課題を解決するための手段】本発明の高さ調整金具
は、コンクリート二次製品の高さ調整に用いられる金具
であって、(a) 頭部と、該頭部の反対側の、先端が略球
面状に加工された端部とのあいだにオネジ部が刻設され
たボルトと、(b) 該ボルトに挿通される略円錐台状の貫
通孔付コッターと、(c) 前記ボルトのオネジ部と螺合さ
れるメネジ部を有する内ネジ付自在調整金具とからな
り、使用に際し、前記コッターを前記ボルトの頭部側に
挿通したのち、当該ボルトを前記コンクリート二次製品
の底版部に形成された孔に挿入し、前記コッターの外径
の小さい方の端部が、前記底版部の孔の上面側に嵌合さ
れて該孔と同心に固定され、前記自在調整金具が、前記
孔の下面側に設けられて前記ボルトに螺合されることを
特徴としている。
The height adjusting metal fitting of the present invention is a metal fitting used for height adjustment of a concrete secondary product, comprising: (a) a head and a tip opposite to the head. A bolt having an externally threaded portion engraved between it and an end processed into a substantially spherical shape, (b) a cotter with a through-hole having a substantially truncated cone shape that is inserted into the bolt, and (c) the bolt. It consists of a freely adjustable metal fitting with an internal thread having a female thread section to be screwed with a male thread section.In use, after inserting the cotter into the head side of the bolt, the bolt is attached to the bottom slab of the concrete secondary product. Inserted into the formed hole, the end of the cotter having a smaller outer diameter is fitted to the upper surface side of the hole of the bottom slab and is fixed concentrically with the hole, and the universal adjustment metal fitting is the hole. It is provided on the lower surface side of and is screwed to the bolt.

【0024】また、(a) 頭部と、該頭部の反対側の、先
端が略球面状に加工された端部とのあいだにオネジ部が
刻設されたボルトと、(b) 該ボルトのオネジ部に螺合さ
れる略円錐台状の内ネジ付コッターと、(c) 前記ボルト
のオネジ部と螺合されるメネジ部を有する内ネジ付自在
調整金具とからなり、使用に際し、前記コッターを前記
ボルトの頭部側に螺合したのち、当該ボルトを前記コン
クリート二次製品の底版部に形成された孔に挿入し、前
記コッターの外径の小さい方の端部が、前記底版部の孔
の上面側に嵌合されて該孔と同心に固定され、前記自在
調整金具が、前記孔の下面側に設けられて前記ボルトに
螺合されることを特徴としている。
Also, (a) a bolt having a male thread portion formed between the head portion and an end portion on the opposite side of the head portion, the tip of which is processed into a substantially spherical shape, and (b) the bolt. The cotter with an inner screw having a substantially truncated cone shape that is screwed to the male screw part of (c), and (c) the adjustable screw metal fitting with an inner screw that has a female screw part that is screwed with the male screw part of the bolt. After screwing the cotter on the head side of the bolt, the bolt is inserted into a hole formed in the bottom slab of the concrete secondary product, and the end of the cotter having a smaller outer diameter is the bottom slab. Is fitted to the upper surface side of the hole and fixed concentrically with the hole, and the adjustable metal fitting is provided on the lower surface side of the hole and screwed to the bolt.

【0025】さらに、本発明の高さ調整金具付コンクリ
ート二次製品は、底版部の適宜の位置にボルト挿入用の
孔が形成されており、該孔の上面側に略円錐台状の貫通
孔付コッターの外径の小さい方の端部が嵌合されてお
り、該孔の下面側にはメネジ部を有する内ネジ付自在調
整金具が設けられており、該自在調整金具に前記コッタ
ーを挿通するボルトが螺合されており、かつ前記底版部
の適宜の位置に充填材注入用の透孔が形成されており、
前記ボルトの回転により敷設面とコンクリート二次製品
の底面との間隔が調整可能なことを特徴としている。
Further, in the concrete secondary product with height adjusting fitting of the present invention, holes for inserting bolts are formed at appropriate positions in the bottom slab, and through holes of substantially frustoconical shape are formed on the upper surface side of the holes. The smaller outer diameter end of the attached cotter is fitted, and a free adjustment metal fitting with an internal thread having a female thread portion is provided on the lower surface side of the hole, and the cotter is inserted through the universal adjustment metal fitting. Bolts are screwed together, and a through hole for injecting a filler is formed at an appropriate position of the bottom plate portion,
It is characterized in that the distance between the laying surface and the bottom surface of the secondary concrete product can be adjusted by rotating the bolt.

【0026】また、底版部の適宜の位置にボルト挿入用
の孔が形成されており、該孔の上面側に略円錐台状の内
ネジ付コッターの外径の小さい方の端部が嵌合されてお
り、該孔の下面側にはメネジ部を有する内ネジ付自在調
整金具が設けられており、該自在調整金具に前記コッタ
ーを螺合するボルトが螺合されており、かつ前記底版部
の適宜の位置に充填材注入用の透孔が形成されており、
前記ボルトの回転により敷設面とコンクリート二次製品
の底面との間隔が調整可能なことを特徴としている。
Further, a hole for inserting a bolt is formed at an appropriate position of the bottom slab, and the end of the cotter with an inner screw having a generally frustoconical shape having a smaller outer diameter is fitted to the upper surface side of the hole. A freely adjustable metal fitting with an internal thread having a female thread portion is provided on the lower surface side of the hole, a bolt for screwing the cotter is screwed to the universal adjustment metal fitting, and the bottom plate portion is provided. A through hole for injecting the filler is formed at an appropriate position of
It is characterized in that the distance between the laying surface and the bottom surface of the secondary concrete product can be adjusted by rotating the bolt.

【0027】[0027]

【発明の実施の形態】以下、添付図面に基づき本発明の
高さ調整金具およびこれを用いた高さ調整金具付コンク
リート二次製品を説明する。
BEST MODE FOR CARRYING OUT THE INVENTION A height adjusting fitting and a concrete secondary product with a height adjusting fitting using the same according to the present invention will be described below with reference to the accompanying drawings.

【0028】図1は本発明の高さ調整金具の一実施例を
示す正面図、図2は図1における貫通孔付コッターを示
す斜視図、図3は図1における内ネジ付自在調整金具
(以下、自在調整金具という)を示す斜視図、図4は自
在調整金具の他の実施例を示す斜視図、図5は高さ調整
金具付コンクリート二次製品を示す断面図、図6は本発
明の高さ調整金具の他の実施例を示す正面図、図7は図
6における内ネジ付コッターを示す斜視図である。
FIG. 1 is a front view showing an embodiment of the height adjusting metal fitting of the present invention, FIG. 2 is a perspective view showing a cotter with a through hole in FIG. 1, and FIG. 3 is a freely adjusting metal fitting with an internal screw in FIG. Hereinafter, referred to as a universal adjustable metal fitting), FIG. 4 is a perspective view showing another embodiment of the universal adjustable metal fitting, FIG. 5 is a sectional view showing a concrete secondary product with a height adjustable metal fitting, and FIG. 6 is the present invention. FIG. 7 is a front view showing another embodiment of the height adjusting fitting of FIG. 7, and FIG. 7 is a perspective view showing a cotter with an internal screw in FIG.

【0029】図1〜3に示すように、本発明の高さ調整
金具Aは、頭部1と、該頭部1の反対側の、先端2が略
球面状に加工された端部3とのあいだにオネジ部4が刻
設されたボルト5と、該ボルト5に挿通される略円錐台
状の貫通孔付コッター6と、前記ボルト5のオネジ部4
と螺合されるメネジ部7を有する自在調整金具8とから
構成されている。
As shown in FIGS. 1 to 3, a height adjusting fitting A of the present invention comprises a head portion 1 and an end portion 3 on the opposite side of the head portion 1 whose tip 2 is processed into a substantially spherical shape. A bolt 5 having a male thread portion 4 engraved between them, a cotter 6 with a through-hole having a substantially truncated cone shape inserted into the bolt 5, and a male thread portion 4 of the bolt 5.
And a free-adjusting metal fitting 8 having a female screw portion 7 that is screwed together.

【0030】前記頭部1は、ボルト5を回転しやすくす
るために、六角形の回し部1aが形成しており、また前
記端部3の外径は、前記オネジ部4の外径よりも小さく
し、前記自在調整金具8がオネジ部4に螺合しやすくさ
れている。
The head portion 1 is formed with a hexagonal turning portion 1a for facilitating the rotation of the bolt 5, and the outer diameter of the end portion 3 is larger than that of the male screw portion 4. The size is made smaller so that the adjustable metal fitting 8 can be easily screwed into the male screw portion 4.

【0031】前記コッター6は、貫通孔6bを有してお
り、外径の小さい端部6aと外径の大きい端部6cから
構成されている。また前記自在調整金具8は、図5に示
されるコンクリート二次製品31の孔32に嵌合する円
筒部8aと底版部31aの下面と接するフランジ部8b
から構成され、前記底版部31aの下面と接するフラン
ジ部8bの表面側に4個の突起8cが設けられている。
前記円筒部8aにより、ボルト5は、後述するように、
支持され、ふらつきが防止される。この突起8cは、前
記コンクリート二次製品31を敷設面上に載置したとき
にコンクリート二次製品31の自重によって底版部31
aにくい込み、前記ボルト5を回転したときに確実に前
記自在調整金具8と螺合するようにされている。本実施
例では、突起は4個設けられているが、本発明において
は、これに限定されるものではなく、少なくとも1個設
けるようにしてもよい。また前記突起の形状は、本実施
例のごとく円錐状に限定されるものではなく、たとえば
図4に示すように、自在調整金具18の隅角部Cを底版
部の下面側に折り曲げた三角状の突起18cに形成して
もよい。
The cotter 6 has a through hole 6b and is composed of an end portion 6a having a small outer diameter and an end portion 6c having a large outer diameter. The adjustable metal fitting 8 has a cylindrical portion 8a fitted into the hole 32 of the secondary concrete product 31 shown in FIG. 5 and a flange portion 8b in contact with the lower surface of the bottom slab portion 31a.
And the four protrusions 8c are provided on the front surface side of the flange portion 8b which is in contact with the lower surface of the bottom plate portion 31a.
Due to the cylindrical portion 8a, the bolt 5 is, as described later,
It is supported and prevents wobbling. The projection 8c is provided on the bottom plate portion 31 by the weight of the concrete secondary product 31 when the concrete secondary product 31 is placed on the laying surface.
It is designed so that when the bolt 5 is rotated, it is securely screwed into the free adjustment metal fitting 8. Although four protrusions are provided in the present embodiment, the present invention is not limited to this, and at least one protrusion may be provided. Further, the shape of the projection is not limited to the conical shape as in this embodiment, and for example, as shown in FIG. 4, a corner shape C of the universal adjustment metal fitting 18 is bent to the lower surface side of the bottom plate portion to form a triangular shape. It may be formed on the protrusion 18c.

【0032】そして、前記高さ調整金具の組付構造は、
図5に示すように、コンクリート二次製品31の底版部
31aに設けたボルト挿入用の孔32の上面側に、前記
コッター6の外径の小さい方の端部6aが嵌合され、ま
た、コッター6の外径の大きい方の端部6cから、コッ
ター6に設けられた貫通孔6bを通ってボルト5が挿入
されている。さらに孔32の下面側にはメネジ部7を有
する自在調整金具8が配設され、該自在調整金具8にボ
ルト5が螺合されている。
The assembly structure of the height adjusting fitting is as follows.
As shown in FIG. 5, the smaller outer diameter end portion 6a of the cotter 6 is fitted to the upper surface side of the bolt insertion hole 32 provided in the bottom slab portion 31a of the concrete secondary product 31, and The bolt 5 is inserted from the end 6c having the larger outer diameter of the cotter 6 through a through hole 6b provided in the cotter 6. Further, a free adjustment metal fitting 8 having a female screw portion 7 is arranged on the lower surface side of the hole 32, and a bolt 5 is screwed into the free adjustment metal fitting 8.

【0033】つぎに前記高さ調整金具Aの敷設作業につ
いて説明する。図1および図5に示すように、まず、高
さ調整金具Aを底版部31aに据え付ける前に、自在調
整金具8を取り外しコッター6をボルト5に挿通した状
態にする。つぎに、底版部31aに設けた孔2の上面側
に、ボルト5をその端部3から挿入し、これらの全体の
自重によりコッター6の外径の小さい方の端部6aを孔
32に嵌合させて、高さ調整金具Aの位置決めおよび固
定を行なう。これだけの単純な作業で、ボルト5の中心
軸を孔32の中心軸にほぼ一致させることができるだけ
でなく、コッター6は孔32にくさび状に嵌合し、さら
に嵌合が締まる方向に全体の自重が作用しているので、
とくに接着剤でコッター6を孔32に固着しなくとも、
その後の作業を円滑に行なう上で必要な固定度を確保す
ることができる。
Next, the work for laying the height adjusting fitting A will be described. As shown in FIGS. 1 and 5, first, before the height adjusting fitting A is installed on the bottom plate portion 31 a, the universal adjusting fitting 8 is removed and the cotter 6 is inserted into the bolt 5. Next, the bolt 5 is inserted into the upper surface side of the hole 2 provided in the bottom plate portion 31a from the end portion 3 thereof, and the end portion 6a having the smaller outer diameter of the cotter 6 is fitted into the hole 32 by its own weight. Then, the height adjusting fitting A is positioned and fixed. Not only can the central axis of the bolt 5 be substantially aligned with the central axis of the hole 32 by such a simple operation, the cotter 6 can be fitted in the hole 32 in a wedge shape, and further, in the direction in which the fitting is tightened, the entire cotter 6 can be fitted. Because its own weight is acting,
Even if the cotter 6 is not fixed to the hole 32 with an adhesive,
It is possible to secure the degree of fixation required for smooth subsequent work.

【0034】さらに、コッター6と底版部31aの孔3
2とは完全には固定されておらず摺動が可能であり、か
つコッター6とボルト5とは、従来のナットとボルトと
のばあいよりも両者のあいだの相対的な動きに余裕があ
るので、たとえコンクリート二次製品31の底版部31
aの上下面の平行性およびこれらに対する孔32の垂直
性が充分に確保されていないばあいであっても、ボルト
5を挿入する過程で、孔32に対するコッター6および
ボルト5の適正な位置への調整が自動的に行なわれて、
従来のごとくボルトを孔に貫通させることができない、
または過大な偏心力が作用するなどの不都合な事態の発
生を防止することができる。
Further, the cotter 6 and the hole 3 of the bottom plate portion 31a.
2 is not completely fixed and is slidable, and the cotter 6 and the bolt 5 have more allowance for relative movement between the nut and the bolt than in the conventional case. So, even if the bottom slab 31 of the concrete secondary product 31
Even when the parallelism of the upper and lower surfaces of a and the perpendicularity of the hole 32 with respect to these are not sufficiently ensured, the cotter 6 and the bolt 5 are properly positioned with respect to the hole 32 in the process of inserting the bolt 5. Is automatically adjusted,
The bolt cannot be penetrated into the hole as in the past,
Alternatively, it is possible to prevent the occurrence of an inconvenient situation such as an excessive eccentric force being applied.

【0035】なお、前述の作業手順においては、高さ調
整金具Aを底版部31aに据え付ける直前に、コッター
6をボルト5に挿通したが、予め加工段階において、ボ
ルト5の下端部にオネジ部4を切る前にコッター6をボ
ルト5に挿通し、その後にボルト5の下端部にオネジ部
4を切るという加工手順をとり、さらに、そのオネジ部
4の外径をコッター6の貫通孔6bの径より大きくし
て、コッター6がボルト5から抜け出ることがないよう
にしておくことが好ましい。すなわち、ボルト5とコッ
ター6を加工段階で一体化しておくことにより、現場に
おいて部品の数をそれぞれに管理する手間が簡素化でき
るとともに、ボルト5にコッター6を装着しなければな
らない煩雑さを解消することもできる。しかも、ボルト
5を底版部31aの孔32の上面側から下方に向かって
挿入し、孔32に据え付ける作業においても、コッター
6がボルト5から抜け落ちることがなく、抜け落ちを防
止するために現場の作業者に必要とされる注意や手間が
全く不要であるので、作業性が良好である。このこと
は、作業環境が劣悪な狭くて深い堀穴の中での敷設作業
において、とくに重要である。
In the above-mentioned work procedure, the cotter 6 was inserted into the bolt 5 immediately before the height adjusting metal fitting A was installed on the bottom plate portion 31a. However, in the processing stage, the male screw portion 4 is attached to the lower end portion of the bolt 5 in advance. Before the cutting, the cotter 6 is inserted into the bolt 5, and then the male screw portion 4 is cut at the lower end of the bolt 5, and the outer diameter of the male screw portion 4 is changed to the diameter of the through hole 6b of the cotter 6. It is preferable to make it larger so that the cotter 6 does not come out of the bolt 5. That is, by integrating the bolt 5 and the cotter 6 at the processing stage, it is possible to simplify the work of managing the number of parts on site and eliminate the complexity of mounting the cotter 6 on the bolt 5. You can also do it. Moreover, even in the work of inserting the bolt 5 downward from the upper surface side of the hole 32 of the bottom slab 31a and installing it in the hole 32, the cotter 6 does not fall out from the bolt 5, and the work at the site to prevent the cotter 6 from coming off. The workability is good because the care and labor required by the operator are completely unnecessary. This is particularly important for laying work in narrow and deep trenches where the working environment is poor.

【0036】ついで、前記孔32の下面側から突出した
ボルト5の端部3側のオネジ部4に自在調整金具5を螺
合しつつ、円筒部8aを孔32内に嵌合させる。この状
態でコンクリート二次製品31を基礎コンクリート22
上の所定の敷設面の位置に載置する。このとき、ボルト
5の端部3の下方に位置する基礎コンクリート22上に
鉄板やステンレス板からなるライナープレート25を設
けておくことが好ましく、コンクリート二次製品31
は、ボルト5の端部3がこのライナープレート25上に
くるように載置される。ボルト5の先端2は前述したご
とく略球面状に加工されており、ライナープレート25
上を良好に滑ることができ、これによりコンクリート二
次製品31の前後左右の位置合わせが小さな力で容易に
行なえる。なお、ライナープレート25上に自己潤滑性
材料、たとえばフッ素樹脂を形成することにより、さら
に摩擦抵抗が少なくなる。前後左右の位置合わせを行な
ったのちに、ボルト5の回転によりコンクリート二次製
品31の高さ調整が行なわれるが、このばあいにおいて
も、ボルト5の頭部1側は、円錐台状のコッター6に案
内されて調芯作用を受けており、孔32に対するコッタ
ー6およびボルト5の自由度が比較的大きく、またボル
ト5の端部3側は、自在調整金具5の円筒部8aが孔3
2内に支持されているため、ボルト5の回転が円滑とな
り、過大な偏心力が作用することがない。そして、最終
的に、敷設面となる基礎コンクリート22の上面と底版
部31aの底面とのあいだに確保された空間21中に、
透孔20から注入されるモルタルなどの充填材を充填さ
せて一連の作業が完了する。
Then, the cylindrical portion 8a is fitted into the hole 32 while the free adjusting metal fitting 5 is screwed onto the male screw portion 4 on the end portion 3 side of the bolt 5 protruding from the lower surface side of the hole 32. In this state, the concrete secondary product 31 is added to the foundation concrete 22.
Place it on the specified laying surface. At this time, it is preferable to provide a liner plate 25 made of an iron plate or a stainless plate on the basic concrete 22 located below the end portion 3 of the bolt 5, and the concrete secondary product 31
Is placed so that the end 3 of the bolt 5 is on the liner plate 25. The tip 2 of the bolt 5 is processed into a substantially spherical shape as described above, and the liner plate 25
The upper part can be slid well, which makes it possible to easily position the secondary concrete product 31 in the front, rear, left and right with a small force. By forming a self-lubricating material such as a fluororesin on the liner plate 25, the frictional resistance is further reduced. The height of the concrete secondary product 31 is adjusted by rotating the bolt 5 after the front, rear, left, and right positions are aligned. In this case, the head 1 side of the bolt 5 is also a truncated cone-shaped cotter. 6, the cotter 6 and the bolt 5 have a relatively large degree of freedom with respect to the hole 32, and at the end 3 side of the bolt 5, the cylindrical portion 8a of the adjustable metal fitting 5 has the hole 3
Since it is supported inside 2, the bolt 5 rotates smoothly, and an excessive eccentric force does not act. Then, finally, in the space 21 secured between the upper surface of the foundation concrete 22 serving as the laying surface and the bottom surface of the bottom slab 31a,
A series of operations are completed by filling a filler such as mortar injected through the through holes 20.

【0037】つぎに前記充填作業が完了したのち、前記
ボルト5を回転して、引き抜く。このとき、ボルト5の
端部3にはオネジ部を刻設していないので、充填材がオ
ネジ部に詰まり、ボルトが回転しなくなる不具合は発生
せず、ボルト5を確実に回転して、引き抜くことができ
る。
Next, after the filling work is completed, the bolt 5 is rotated and pulled out. At this time, since the male thread portion is not formed in the end portion 3 of the bolt 5, the filling material does not clog the male thread portion and the bolt does not stop rotating, and the bolt 5 is reliably rotated and pulled out. be able to.

【0038】なお、図5において、23は基礎栗石を、
24は基礎地盤を表わしている。基礎コンクリート22
および基礎栗石23の種類や厚さなどはコンクリート二
次製品1の種類や基礎の状況に応じて適宜選択すればよ
い。
In FIG. 5, reference numeral 23 is a basic stone
Reference numeral 24 represents the foundation ground. Foundation concrete 22
The type and thickness of the foundation stones 23 may be appropriately selected according to the type of the secondary concrete product 1 and the situation of the foundation.

【0039】つぎに本発明の高さ調整金具の他の実施例
を説明する。図6〜7に示すように、本実施例の高さ調
整金具Bは、前記高さ調整金具Aとは、頭部11と端部
13とのあいだに刻設されるオネジ部14が長尺である
点と、コッターが前記オネジ部14に螺合するメネジ部
17を有する内ネジ付コッター16である点で相違す
る。本実施例では、高さ調整金具Bを敷設する際に、予
めコッター16を頭部11側のオネジ部14に螺着して
おくことにより、ボルト15をコンクリート二次製品の
孔に据え付ける作業が前記高さ調整金具Aよりも簡便に
行える。
Next, another embodiment of the height adjusting fitting of the present invention will be described. As shown in FIGS. 6 to 7, the height adjusting metal fitting B of this embodiment is different from the height adjusting metal fitting A in that the male screw portion 14 engraved between the head portion 11 and the end portion 13 is long. And the cotter is an internally-screwed cotter 16 having a female screw portion 17 that is screwed into the male screw portion 14. In this embodiment, when the height adjusting metal fitting B is laid, the cotter 16 is screwed in advance to the male screw portion 14 on the head 11 side so that the bolt 15 can be installed in the hole of the concrete secondary product. It can be performed more easily than the height adjustment fitting A.

【0040】なお、ボルトは引き抜かずにコンクリート
二次製品に挿通したままにしておいてもよく、このばあ
いボルトは一種のアンカーボルトとして機能し、コンク
リート二次製品をより強固に所定の箇所に固定すること
ができる。
The bolt may be left inserted in the concrete secondary product without being pulled out. In this case, the bolt functions as a kind of anchor bolt so that the concrete secondary product can be more firmly fixed at a predetermined position. Can be fixed.

【0041】本発明は、実施例として示したコンクリー
ト二次製品の擁壁ブロック以外にもボックスカルバー
ト、道路用側溝ブロック、大型水路などあらゆるコンク
リート二次製品に適用が可能であり、また本発明の要旨
の範囲内において種々の改良、変更が考えられる。
The present invention is applicable to all concrete secondary products such as box culverts, gutter blocks for roads, large waterways, etc. in addition to the retaining wall blocks of concrete secondary products shown as examples. Various improvements and changes are conceivable within the scope of the gist.

【0042】[0042]

【発明の効果】以上説明したとおり、本発明の高さ調整
金具および高さ調整金具付コンクリート二次製品によれ
ば、以下のごとき効果を奏しうる。
As described above, according to the height adjusting fitting and the concrete secondary product with the height adjusting fitting of the present invention, the following effects can be obtained.

【0043】コッターをコンクリート二次製品の孔に
自重で落とし込み、嵌合させるだけで、ボルトと孔との
中心位置のズレおよび中心軸同士の傾きを小さく抑える
ことができるとともに適度な固定度がえられるので、据
え付け作業が容易である。
By just dropping the cotter into the hole of the concrete secondary product by its own weight and fitting it, the deviation of the center position between the bolt and the hole and the inclination of the center axes can be suppressed to be small, and the proper fixing degree can be obtained. Therefore, the installation work is easy.

【0044】コンクリート二次製品の底版部の上下面
の平行性およびこれらに対する孔の垂直性が充分に確保
されていないばあいであっても、孔に対してコッターお
よびボルトの位置の自由度が高いので、ボルトの挿入時
および締め付け時において孔に対するコッターおよびボ
ルトの位置が適正に調整されるため、従来のごとくボル
トを孔に完全に貫通させることができない、またはボル
ト締め付け時に過大な偏心力が作用するなど事態の発生
を防止することができる。
Even when the parallelism of the upper and lower surfaces of the bottom slab of the secondary concrete product and the perpendicularity of the holes to these are not sufficiently ensured, the cotter and the bolt can be freely positioned with respect to the holes. Since the height is high, the positions of the cotter and the bolt with respect to the hole are properly adjusted when inserting and tightening the bolt, so it is impossible to completely penetrate the bolt into the hole as in the past, or excessive eccentric force is generated when tightening the bolt. It is possible to prevent the occurrence of situations such as acting.

【0045】さらに、加工段階において、予めコッター
をボルトと一体化するか、またはコッターとボルトを螺
着することにより、ボルトから抜け落ちることがないよ
うにしておくと、 現場において、部品の数をそれぞれに管理する手間が
簡素化できるとともに、ボルトにコッターを装着しなけ
ればならない煩雑さを解消することができ、さらに、 ボルトを底版部の孔の上面側から下方に向かって挿入
し、孔に据え付ける作業において、コッターがボルトか
ら抜け落ちることがないので、抜け落ちを防止するため
に現場の作業者に必要とされる注意や手間が全く不要で
あり、良好な作業性がえられる。
Further, in the processing stage, if the cotter is integrated with the bolt or the cotter and the bolt are screwed in advance so that the cotter does not fall out, the number of parts can be reduced on site. In addition to simplifying the work of managing the bolts, the complexity of having to attach a cotter to the bolts can be eliminated.In addition, insert the bolts downward from the top side of the holes in the bottom slab and install them in the holes. Since the cotter does not fall off from the bolt during work, the workability required to prevent the cotter from falling off is completely eliminated, and good workability can be obtained.

【0046】また、ボルトの端部には、オネジ部が刻
設されていないため、敷設作業後に、端部周辺に充填材
が固化していても、簡単にボルトを回転して引き抜くこ
とができる。
Further, since the male thread portion is not engraved at the end portion of the bolt, the bolt can be easily rotated and pulled out even after the laying work and the filler is solidified around the end portion. .

【0047】さらに、自在調整金具の円筒部がコンク
リート二次製品の孔に嵌合して、ボルトの下部を支持し
ているため、敷設作業におけるコンクリート二次製品の
前後左右の位置合わせを行なっても、ボルトのふらつき
が防止される。その結果、ボルトの回転によりコンクリ
ート二次製品の高さ調整が確実に行なわれる。
Further, since the cylindrical portion of the adjustable metal fitting is fitted into the hole of the concrete secondary product and supports the lower portion of the bolt, the front and rear and left and right of the concrete secondary product in the laying work can be aligned. Also, the wobbling of the bolt is prevented. As a result, the height of the concrete secondary product can be reliably adjusted by the rotation of the bolt.

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

【図1】本発明の高さ調整金具の一実施例を示す正面図
である。
FIG. 1 is a front view showing an embodiment of a height adjusting fitting of the present invention.

【図2】図1における貫通孔付コッターを示す斜視図で
ある。
FIG. 2 is a perspective view showing a cotter with a through hole in FIG.

【図3】図1における内ネジ付自在調整金具を示す斜視
図である。
FIG. 3 is a perspective view showing a freely adjustable metal fitting with an internal screw in FIG. 1.

【図4】自在調整金具の他の実施例を示す斜視図であ
る。
FIG. 4 is a perspective view showing another embodiment of the adjustable metal fitting.

【図5】高さ調整金具付コンクリート二次製品を示す断
面図である。
FIG. 5 is a cross-sectional view showing a concrete secondary product with a height adjusting fitting.

【図6】本発明の高さ調整金具の他の実施例を示す正面
図である。
FIG. 6 is a front view showing another embodiment of the height adjusting fitting of the present invention.

【図7】図6における内ネジ付コッターを示す斜視図で
ある。
7 is a perspective view showing a cotter with an internal screw in FIG.

【図8】従来の高さ調整金具を示す断面図である。FIG. 8 is a cross-sectional view showing a conventional height adjustment fitting.

【図9】従来の高さ調整金具付コンクリート二次製品を
示す断面図である。
FIG. 9 is a cross-sectional view showing a conventional concrete secondary product with a height adjusting fitting.

【符号の説明】[Explanation of symbols]

1、11 頭部 2 先端 3、13 端部 4、14 オネジ部 5、15 ボルト 6 貫通孔付コッター 6a、6c 端部 6b 貫通孔 7、17 メネジ部 8 内ネジ付自在調整金具 8a 円筒部 8b フランジ部 8c 突起 16 内ネジ付コッター 31 コンクリート二次製品 31a 底版部 32 孔 A、B 高さ調整金具 DESCRIPTION OF SYMBOLS 1, 11 Head part 2 Tip 3, 13 End part 4, 14 Male screw part 5, 15 Bolt 6 Cotter with through hole 6a, 6c End part 6b Through hole 7, 17 Female screw part 8 Adjustable metal fitting with internal screw 8a Cylindrical part 8b Flange 8c Protrusion 16 Inner threaded cotter 31 Concrete secondary product 31a Bottom slab 32 Holes A, B Height adjustment bracket

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート二次製品の高さ調整に用い
られる金具であって、(a) 頭部と、該頭部の反対側の、
先端が略球面状に加工された端部とのあいだにオネジ部
が刻設されたボルトと、(b) 該ボルトに挿通される略円
錐台状の貫通孔付コッターと、(c) 前記ボルトのオネジ
部と螺合されるメネジ部を有する内ネジ付自在調整金具
とからなり、使用に際し、前記コッターを前記ボルトの
頭部側に挿通したのち、当該ボルトを前記コンクリート
二次製品の底版部に形成された孔に挿入し、前記コッタ
ーの外径の小さい方の端部が、前記底版部の孔の上面側
に嵌合されて該孔と同心に固定され、前記自在調整金具
が、前記孔の下面側に設けられて前記ボルトに螺合され
ることを特徴とする高さ調整金具。
1. A metal fitting used for height adjustment of a secondary concrete product, comprising: (a) a head and an opposite side of the head.
A bolt having a male screw portion engraved between the end and the end portion processed into a substantially spherical shape, (b) a cotter with a substantially truncated cone-shaped through hole that is inserted into the bolt, and (c) the bolt It consists of a freely adjustable metal fitting with an internal screw having a female screw part to be screwed with the male screw part of, and when the cotter is inserted into the head side of the bolt during use, the bolt is applied to the bottom plate part of the concrete secondary product. Is inserted into the hole formed in, the end of the cotter having the smaller outer diameter is fitted to the upper surface side of the hole of the bottom plate portion and fixed concentrically with the hole, and the universal adjustment metal fitting is A height adjusting fitting provided on the lower surface side of the hole and screwed into the bolt.
【請求項2】 コンクリート二次製品の高さ調整に用い
られる金具であって、(a) 頭部と、該頭部の反対側の、
先端が略球面状に加工された端部とのあいだにオネジ部
が刻設されたボルトと、(b) 該ボルトのオネジ部に螺合
される略円錐台状の内ネジ付コッターと、(c) 前記ボル
トのオネジ部と螺合されるメネジ部を有する内ネジ付自
在調整金具とからなり、使用に際し、前記コッターを前
記ボルトの頭部側に螺合したのち、当該ボルトを前記コ
ンクリート二次製品の底版部に形成された孔に挿入し、
前記コッターの外径の小さい方の端部が、前記底版部の
孔の上面側に嵌合されて該孔と同心に固定され、前記自
在調整金具が、前記孔の下面側に設けられて前記ボルト
に螺合されることを特徴とする高さ調整金具。
2. A metal fitting used for height adjustment of a secondary concrete product, comprising: (a) a head and an opposite side of the head.
A bolt having a male screw portion engraved between the end and the end portion processed into a substantially spherical shape, and (b) a cotter with an inner screw having a substantially truncated cone shape screwed into the male screw portion of the bolt, c) It is composed of a freely adjustable metal fitting with an internal thread having a female thread portion to be screwed with the male thread portion of the bolt, and in use, after the cotter is screwed to the head side of the bolt, the bolt is fixed to the concrete Insert into the hole formed in the bottom plate of the next product,
The end of the cotter having a smaller outer diameter is fitted to the upper surface side of the hole of the bottom plate portion and fixed concentrically with the hole, and the adjustable metal fitting is provided on the lower surface side of the hole. A height adjustment fitting characterized by being screwed onto a bolt.
【請求項3】 前記自在調整金具が、前記孔に嵌合する
円筒部と前記底版部の下面と接するフランジ部からなる
請求項1または2記載の高さ調整金具。
3. The height adjusting metal fitting according to claim 1, wherein the adjustable metal fitting comprises a cylindrical portion fitted into the hole and a flange portion in contact with a lower surface of the bottom slab portion.
【請求項4】 前記底版部の下面と接するフランジ部の
表面側に少なくとも1個の突起が設けられてなる請求項
3記載の高さ調整金具。
4. The height adjusting fitting according to claim 3, wherein at least one protrusion is provided on the front surface side of the flange portion that contacts the lower surface of the bottom plate portion.
【請求項5】 底版部の適宜の位置にボルト挿入用の孔
が形成されており、該孔の上面側に略円錐台状の貫通孔
付コッターの外径の小さい方の端部が嵌合されており、
該孔の下面側にはメネジ部を有する内ネジ付自在調整金
具が設けられており、該自在調整金具に前記コッターを
挿通するボルトが螺合されており、かつ前記底版部の適
宜の位置に充填材注入用の透孔が形成されており、前記
ボルトの回転により敷設面とコンクリート二次製品の底
面との間隔が調整可能なことを特徴とする高さ調整金具
付コンクリート二次製品。
5. A hole for inserting a bolt is formed at an appropriate position of the bottom plate portion, and an end of the cotter with a through hole having a substantially truncated cone shape having a smaller outer diameter is fitted to the upper surface side of the hole. Has been done,
A freely adjustable metal fitting with an internal thread having a female thread portion is provided on the lower surface side of the hole, a bolt for inserting the cotter is screwed into the freely adjustable metal fitting, and at an appropriate position of the bottom plate portion. A concrete secondary product with a height adjusting fitting, wherein a through hole for injecting a filler is formed, and a distance between a laying surface and a bottom surface of the concrete secondary product can be adjusted by rotating the bolt.
【請求項6】 底版部の適宜の位置にボルト挿入用の孔
が形成されており、該孔の上面側に略円錐台状の内ネジ
付コッターの外径の小さい方の端部が嵌合されており、
該孔の下面側にはメネジ部を有する内ネジ付自在調整金
具が設けられており、該自在調整金具に前記コッターを
螺合するボルトが螺合されており、かつ前記底版部の適
宜の位置に充填材注入用の透孔が形成されており、前記
ボルトの回転により敷設面とコンクリート二次製品の底
面との間隔が調整可能なことを特徴とする高さ調整金具
付コンクリート二次製品。
6. A hole for inserting a bolt is formed at an appropriate position of the bottom slab, and the end of the cotter with a generally frustoconical inner screw having a smaller outer diameter is fitted to the upper surface side of the hole. Has been done,
An inner threaded adjustable metal fitting having a female thread portion is provided on the lower surface side of the hole, a bolt for screwing the cotter is screwed into the universal adjustable metal fitting, and an appropriate position of the bottom plate portion. A through hole for injecting a filler is formed in, and the space between the laying surface and the bottom surface of the concrete secondary product can be adjusted by rotating the bolt, and the concrete secondary product with a height adjusting fitting is characterized.
【請求項7】 前記自在調整金具が、前記孔に嵌合する
円筒部と前記底版部の下面と接するフランジ部からなる
請求項5または6記載の高さ調整金具付コンクリート二
次製品。
7. The concrete secondary product with a height adjusting fitting according to claim 5, wherein the universal adjusting fitting comprises a cylindrical portion fitted into the hole and a flange portion in contact with a lower surface of the bottom slab portion.
【請求項8】 前記底版部の下面と接するフランジ部の
表面側に少なくとも1個の突起が設けられてなる請求項
7記載の高さ調整金具付コンクリート二次製品。
8. The secondary concrete product with a height adjusting fitting according to claim 7, wherein at least one protrusion is provided on the front surface side of the flange portion which is in contact with the lower surface of the bottom slab portion.
JP03203596A 1996-02-20 1996-02-20 Height adjustment bracket and concrete secondary product with height adjustment bracket Expired - Lifetime JP3500246B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP03203596A JP3500246B2 (en) 1996-02-20 1996-02-20 Height adjustment bracket and concrete secondary product with height adjustment bracket

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP03203596A JP3500246B2 (en) 1996-02-20 1996-02-20 Height adjustment bracket and concrete secondary product with height adjustment bracket

Publications (2)

Publication Number Publication Date
JPH09221769A true JPH09221769A (en) 1997-08-26
JP3500246B2 JP3500246B2 (en) 2004-02-23

Family

ID=12347627

Family Applications (1)

Application Number Title Priority Date Filing Date
JP03203596A Expired - Lifetime JP3500246B2 (en) 1996-02-20 1996-02-20 Height adjustment bracket and concrete secondary product with height adjustment bracket

Country Status (1)

Country Link
JP (1) JP3500246B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011219960A (en) * 2010-04-07 2011-11-04 Takahashi Doken Kk Side ditch repairing method
JP2014058833A (en) * 2012-09-19 2014-04-03 Nikkon:Kk Gutter regeneration structure and gutter regeneration method
CN104947784A (en) * 2015-06-26 2015-09-30 吕西强 Floor-drain inner core and deodorization floor drain with floor-drain inner core

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011219960A (en) * 2010-04-07 2011-11-04 Takahashi Doken Kk Side ditch repairing method
JP2014058833A (en) * 2012-09-19 2014-04-03 Nikkon:Kk Gutter regeneration structure and gutter regeneration method
CN104947784A (en) * 2015-06-26 2015-09-30 吕西强 Floor-drain inner core and deodorization floor drain with floor-drain inner core

Also Published As

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