JPS6312983B2 - - Google Patents

Info

Publication number
JPS6312983B2
JPS6312983B2 JP59005467A JP546784A JPS6312983B2 JP S6312983 B2 JPS6312983 B2 JP S6312983B2 JP 59005467 A JP59005467 A JP 59005467A JP 546784 A JP546784 A JP 546784A JP S6312983 B2 JPS6312983 B2 JP S6312983B2
Authority
JP
Japan
Prior art keywords
concrete products
diameter
circumferential surface
threaded part
concrete
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP59005467A
Other languages
Japanese (ja)
Other versions
JPS60148939A (en
Inventor
Hideji Takami
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 JP546784A priority Critical patent/JPS60148939A/en
Publication of JPS60148939A publication Critical patent/JPS60148939A/en
Publication of JPS6312983B2 publication Critical patent/JPS6312983B2/ja
Granted legal-status Critical Current

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  • Sewage (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

【発明の詳細な説明】 この発明は、コンクリート製品の接続方法に関
し、一層詳細には、接続面に開口して複数個の筒
状受部材が埋設されて成るコンクリート製品を、
その施工に際して、対向する受部材間に連結部材
を嵌合して接続するようにし、その施工が容易で
あるとともに、接続部の強度は大であつて耐久性
に勝れるコンクリート製品の接続方法に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for connecting concrete products, and more particularly, the present invention relates to a method for connecting concrete products, and more particularly, to a method for connecting concrete products, in which a plurality of cylindrical receiving members are opened and embedded in a connecting surface.
Relating to a method for connecting concrete products that is easy to construct and has high strength and durability by fitting a connecting member between opposing receiving members during construction. .

従来、U字ブロツク等のコンクリート製品の接
続方法としては、各コンクリート製品を接続面間
に若干の空隙を残して敷設し、この空隙をモルタ
ル等の目地材で埋めたものがある。この方法は、
各コンクリート製品の位置決めが正確とならず、
また接続部の強度も十分でない。
Conventionally, as a method for connecting concrete products such as U-shaped blocks, each concrete product is laid with a slight gap left between connecting surfaces, and this gap is filled with a joint material such as mortar. This method is
The positioning of each concrete product is not accurate,
Also, the strength of the connection part is not sufficient.

また、コンクリート製品の一端の内周面を他端
の外周面形状となるように段差を形成したものが
あり、この段差部で各コンクリート製品を重ね合
わせ、目地材で接続固定する方法がある。これに
よれば、位置決めは正確にかつ容易になされ、ま
た左右方向にはずれないという利点はあるが、上
下方向や前後方向へのずれに対しての強度は十分
でないという欠点がある。
There is also a method in which a step is formed so that the inner peripheral surface of one end of the concrete product has the same shape as the outer peripheral surface of the other end, and each concrete product is overlapped at this step and connected and fixed with joint material. According to this, although there is an advantage that positioning can be performed accurately and easily and there is no deviation in the left-right direction, there is a disadvantage that the strength against deviation in the vertical direction or the front-back direction is not sufficient.

さらにまた、コンクリートの接続面の近傍外壁
面にナツトを埋設し、両コンクリート製品間に亙
る接続板にボルトを挿通してナツトに螺着し、目
地材で目地を埋めて接続する方法がある。これは
強度は十分であるが、施工現場でいちいちボルト
を取り付けなければならず、また接続板の穴位置
とナツトの位置とがなかなか一致せず、その施工
に手間がかかるばかりでなく、ボルトを回すスパ
ナー等の工具が粉失することも多く発生し、さら
に、一般に鉄材で形成されている接続板やボルト
は、コンクリート製品の外表面に露出しているた
めに、長い間に腐触し、耐久性に劣るという欠点
がある。
Furthermore, there is a method of embedding a nut in the outer wall surface near the connecting surface of the concrete, inserting a bolt through a connecting plate extending between the two concrete products, screwing it into the nut, and filling the joint with a joint material to connect. This is strong enough, but the bolts must be installed one by one at the construction site, and the positions of the holes in the connection plate and the nuts do not easily match, which not only takes time and effort, but also makes it difficult to install the bolts. Tools such as spanners are often lost, and connecting plates and bolts, which are generally made of iron, are exposed to the outer surface of concrete products, so they corrode over a long period of time. It has the disadvantage of being inferior in durability.

本発明は上記欠点を解消するものであり、その
目的とするところは、両コンクリート製品を接続
面を対向させて突き合わせるだけで位置決めされ
て固定され施工が容易であり、また、長い年月の
使用にも耐え得るコンクリート製品の接続方法を
提供するにあり、その特徴は、一端が閉塞される
筒体で形成され、その内周面には開口端から所定
位置までネジが刻設されており、さらにネジ部端
でネジ部径より大径となつて段差部が形成される
受部材が、それぞれの接続面に開口して埋設され
る両コンクリート製品を対向配置し、予め一方の
受部材に、一端周面に雄ネジが刻設され、他端周
面には外力によりネジ部径より小さくなり、外力
を取り除いたときに復元してネジ部径より大きく
なる係合部が形成されている連結部材をそのネジ
部で螺合しておき、両コンクリート製品を突き合
わせて連結部材の前記係合部を他方の受部材内に
挿入し、該係合部を前記段差部に係合して両コン
クリート製品を接続し固定するようにしたところ
にある。
The present invention solves the above-mentioned drawbacks, and its purpose is to position and fix the two concrete products simply by butting them together with their connecting surfaces facing each other, making construction easy. The purpose is to provide a method for connecting concrete products that can withstand use.The feature is that it is formed of a cylindrical body with one end closed, and a screw is carved into the inner peripheral surface from the open end to a predetermined position. Furthermore, the receiving member, which has a diameter larger than the diameter of the threaded portion at the end of the threaded portion to form a stepped portion, is arranged facing each other with both concrete products to be buried with openings on their respective connecting surfaces, , a male thread is carved on the circumferential surface of one end, and an engaging portion is formed on the circumferential surface of the other end that becomes smaller than the diameter of the threaded portion due to external force, and returns to its original size and becomes larger than the diameter of the threaded portion when the external force is removed. The connecting members are screwed together at their threaded portions, the two concrete products are butted together, the engaging portion of the connecting member is inserted into the other receiving member, the engaging portion is engaged with the stepped portion, and both concrete products are screwed together. This is where concrete products are connected and fixed.

以下、本発明の好適な実施例を添付図面に基づ
いて詳細に説明する。
Hereinafter, preferred embodiments of the present invention will be described in detail based on the accompanying drawings.

1はコンクリート製品であり、1aはその接続
面である。
1 is a concrete product, and 1a is its connection surface.

2は接続面1aに開口して一体成形される受部
材である。この受部材2は一端が閉塞される筒体
であり、その外周面には抜け止め用のフランジ2
aが形成されている。またその内周面には開口端
から所定位置までネジが刻設されており、該ネジ
部2bの終端でネジ部2bの径より大径な内周面
となつて段差部2cが形成される。
Reference numeral 2 designates a receiving member integrally molded with an opening on the connecting surface 1a. This receiving member 2 is a cylindrical body with one end closed, and a flange 2 for preventing it from coming off is provided on the outer peripheral surface of the receiving member 2.
a is formed. Further, a screw is carved on the inner circumferential surface from the opening end to a predetermined position, and at the end of the threaded portion 2b, the inner circumferential surface becomes larger in diameter than the diameter of the threaded portion 2b, forming a stepped portion 2c. .

3はボルト状の連結部材であり、周面に前記ネ
ジ部2bに螺合する雄ネジが刻設されており、頭
部3aは前記段差部に係合する係合部となる。こ
の頭部3aは先端に向かつて縮径となる傘状に形
成されるとともに、頭部3a全体が弾性を有して
縮径となるように軸線方向にすり割3bが形成さ
れている。なお、頭部3aの先端の径はネジ部2
bの径より小さく、頭部3aの基端の径はネジ部
2bの径より大きく、またすり割3bの幅は頭部
3aを縮径としたときに頭部3aの最大径を前記
ネジ部2bの径より小さくすることができる大き
さとする。
Reference numeral 3 designates a bolt-shaped connecting member, and a male thread is carved on the circumferential surface of the connecting member to engage with the threaded portion 2b, and the head portion 3a serves as an engaging portion that engages with the stepped portion. The head 3a is formed into an umbrella shape whose diameter decreases toward the tip, and a slot 3b is formed in the axial direction so that the entire head 3a has elasticity and decreases in diameter. Note that the diameter of the tip of the head 3a is the same as that of the threaded portion 2.
The diameter of the proximal end of the head 3a is larger than the diameter of the threaded part 2b, and the width of the slot 3b is the same as the maximum diameter of the head 3a when the diameter of the head 3a is reduced. The size is such that it can be made smaller than the diameter of 2b.

なお、係合部たる前記頭部3aは、前述の構造
に限らず、他の構造のもの例えば、周面に突出す
る板バネ(図示せず)を押圧したときに周面より
内側に没するように装着してもよい。
Note that the head 3a serving as the engaging portion is not limited to the above-described structure, but may have another structure, such as one that sinks inward from the circumferential surface when a leaf spring (not shown) protruding from the circumferential surface is pressed. You can also wear it like this.

次に前記受部材2がそれぞれ埋設されたコンク
リート製品1を接続する方法について説明する。
Next, a method for connecting the concrete products 1 in which the receiving members 2 are respectively buried will be explained.

接続されるべきコンクリート製品1の一方に予
め連結部材3をネジ部2bに螺合して取り付けて
おく。この連結部材3の螺着の作業は、施工現場
で行つてもよく、あるいはコンクリート製品1を
成形する工場など他の場所で行うこともできる。
The connecting member 3 is attached in advance to one of the concrete products 1 to be connected by screwing it into the threaded part 2b. This screwing operation of the connecting member 3 may be performed at the construction site or at another location such as a factory where the concrete product 1 is formed.

このコンクリート製品1に他のコンクリート製
品1をそれぞれの接続面1aを対向させ連結部材
3の頭部3aを受部材2の開口端に合わせて両コ
ンクリート製品1を突き合わせれば頭部3aは縮
径されてネジ部2bを通過するものとなり、段差
部2cの所まで達すると、頭部3aは元の大きさ
に復元し、頭部3aの顎部は段差部2cに係合し
て抜け止めされ、両コンクリート製品1は接続固
定されるものとなる。
If this concrete product 1 and another concrete product 1 are placed with their connection surfaces 1a facing each other, and the head 3a of the connecting member 3 is aligned with the open end of the receiving member 2, and both concrete products 1 are butted against each other, the diameter of the head 3a will be reduced. When it reaches the stepped portion 2c, the head 3a returns to its original size, and the jaws of the head 3a engage with the stepped portion 2c to prevent it from coming off. , both concrete products 1 are connected and fixed.

しかる後に、両コンクリート製品1の接続面1
a間に残された目地を、モルタル等の目地材で埋
めて、接続作業は完了する。
After that, the connecting surface 1 of both concrete products 1
The joints left between a are filled with a joint material such as mortar, and the connection work is completed.

このようにして本発明によれば、一方のコンク
リート製品に連結部材を螺着しておき、両コンク
リート製品を単に突き合わせるだけで、両コンク
リート製品を接続固定することができるので、そ
の接続作業は極めて容易となり、また作業時間も
短縮することができる。
In this manner, according to the present invention, it is possible to connect and fix both concrete products by simply screwing the connecting member onto one of the concrete products and butting the two concrete products together. This is extremely easy and can also shorten the working time.

また、連結部材と受部材との一方の接続はネジ
の螺合によりなされているので、両コンクリート
製品間に残される目地の間隔を必要に応じて所望
のものとすることができる。
Furthermore, since one of the connecting members and the receiving member is connected by screwing, the gap between the joints left between the two concrete products can be adjusted as desired.

さらに、両コンクリート製品には同一の受部材
が埋設されるので、予め連結部材を取り付けてお
く方のコンクリート製品を施工現場の状況に応じ
て所望のいずれか一方とすることができ、使い易
いものとなるなどの著効を奏することができる。
Furthermore, since the same receiving member is buried in both concrete products, the concrete product with the connecting member attached in advance can be used as the desired one depending on the situation at the construction site, making it easier to use. It can be effective as follows.

以上本発明につき好適な実施例を挙げて種々説
明したが、本発明はこの実施例に限定されるもの
ではなく、発明の精神を逸脱しない範囲内で多く
の改変を施し得るのはもちろんのことである。
Although the present invention has been variously explained above with reference to preferred embodiments, the present invention is not limited to these embodiments, and it goes without saying that many modifications can be made without departing from the spirit of the invention. It is.

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

第1図はコンクリート製品を接続した状態を示
す断面図、第2図は連結部材の頭部を示す側面図
である。 1……コンクリート製品、1a……接続面、2
……受部材、2a……フランジ、2b……ネジ
部、2c……段差部、3……連結部材、3a……
頭部、3b……すり割。
FIG. 1 is a sectional view showing a state in which concrete products are connected, and FIG. 2 is a side view showing the head of a connecting member. 1... Concrete product, 1a... Connection surface, 2
...Receiving member, 2a...Flange, 2b...Threaded part, 2c...Step part, 3...Connecting member, 3a...
Head, 3b...slit.

Claims (1)

【特許請求の範囲】[Claims] 1 一端が閉塞される筒体で形成され、その内周
面には開口端から所定位置までネジが刻設されて
おり、さらにネジ部端でネジ部径より大径となつ
て段差部が形成される受部材が、それぞれの接続
面に開口して埋設される両コンクリート製品を対
向配置し、予め一方の受部材に、一端周面に雄ネ
ジが刻設され、他端周面には外力によりネジ部径
より小さくなり、外力を取り除いたときに復元し
てネジ部径より大きくなる係合部が形成されてい
る連結部材をそのネジ部で螺合しておき、両コン
クリート製品を突き合わせて連結部材の前記係合
部を他方の受部材内に挿入し、該係合部を前記段
差部に係合して両コンクリート製品を接続し固定
するようにしたことを特徴とするコンクリート製
品の接続方法。
1 It is formed of a cylindrical body with one end closed, and the inner circumferential surface thereof has a thread carved from the open end to a predetermined position, and furthermore, the diameter of the threaded part becomes larger than the diameter of the threaded part, forming a stepped part. The two concrete products to be buried are arranged facing each other, with the receiving member having openings on their respective connecting surfaces, and a male thread is pre-engraved on the circumferential surface of one end of one of the receiving members, and the circumferential surface of the other end is provided with external A connecting member is formed with an engaging part that becomes smaller than the diameter of the threaded part and restores itself to become larger than the diameter of the threaded part when the external force is removed, and is screwed together at the threaded part, and the two concrete products are butted together. Connection of concrete products, characterized in that the engaging part of the connecting member is inserted into the other receiving member, and the engaging part is engaged with the stepped part to connect and fix both concrete products. Method.
JP546784A 1984-01-13 1984-01-13 Connection of concrete product Granted JPS60148939A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP546784A JPS60148939A (en) 1984-01-13 1984-01-13 Connection of concrete product

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP546784A JPS60148939A (en) 1984-01-13 1984-01-13 Connection of concrete product

Publications (2)

Publication Number Publication Date
JPS60148939A JPS60148939A (en) 1985-08-06
JPS6312983B2 true JPS6312983B2 (en) 1988-03-23

Family

ID=11612038

Family Applications (1)

Application Number Title Priority Date Filing Date
JP546784A Granted JPS60148939A (en) 1984-01-13 1984-01-13 Connection of concrete product

Country Status (1)

Country Link
JP (1) JPS60148939A (en)

Also Published As

Publication number Publication date
JPS60148939A (en) 1985-08-06

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