JPH035284B2 - - Google Patents
Info
- Publication number
- JPH035284B2 JPH035284B2 JP546684A JP546684A JPH035284B2 JP H035284 B2 JPH035284 B2 JP H035284B2 JP 546684 A JP546684 A JP 546684A JP 546684 A JP546684 A JP 546684A JP H035284 B2 JPH035284 B2 JP H035284B2
- Authority
- JP
- Japan
- Prior art keywords
- hole
- receiving member
- template
- concrete product
- support member
- 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
Links
- 238000009415 formwork Methods 0.000 claims description 9
- 238000000034 method Methods 0.000 claims description 9
- 239000004568 cement Substances 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 6
- 230000002093 peripheral effect Effects 0.000 claims description 5
- 238000000465 moulding Methods 0.000 claims description 2
- 239000004570 mortar (masonry) Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000007711 solidification Methods 0.000 description 2
- 230000008023 solidification Effects 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 1
Landscapes
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Description
【発明の詳細な説明】
[産業上の利用分野]
この発明は、コンクリート製品の接続用受部材
の埋設方法に関し、一層詳細には、周面に対向し
て透孔が穿設されており、接続の際に連結部材が
嵌入される筒状の受部材を、セメント材のその内
部への流入を確実に阻止する埋設方法に関する。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a method for burying a connection receiving member for a concrete product, and more specifically, a through hole is bored facing the peripheral surface, The present invention relates to a method of embedding a cylindrical receiving member into which a connecting member is inserted during connection, reliably preventing cement material from flowing into the receiving member.
[従来の技術及び解決しようとする課題]
従来、排水路等を形成するためのU字ブロツク
のようなコンクリート製品は、その接続面の近傍
外壁面にナツトが埋設されており、接続に際して
両ブロツク間に亘る接続板にボルトを挿通し、ボ
ルトナツトを締め付けて、両コンクリート製品を
固定していた。[Prior art and problems to be solved] Conventionally, concrete products such as U-shaped blocks for forming drainage channels, etc., have nuts buried in the outer wall surface near the connecting surfaces, and when connecting, both blocks are connected. Both concrete products were fixed by inserting bolts into the connecting plates between them and tightening the bolt nuts.
しかるにこの接続に際しては施工現場でいちち
ちボルトを締め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合わずその
施工に手間がかかるばかりでなく、ボルトを締め
付けるスパナー等の工具が紛失することがあり、
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表面に露出しているた
め、長い間には腐食してしまい接続箇所は耐久性
に劣るものであつた。 However, when making this connection, each bolt must be tightened at the construction site, and the holes in the connection plate and the positions of the nuts do not match easily, which not only takes time, but also requires tools such as spanners to tighten the bolts. may be lost,
Furthermore, since the connecting plates and bolts, which are generally made of iron, are exposed on the surface of the concrete product, they corrode over a long period of time, resulting in poor durability at the joints.
本発明は発明者は前記従来の接続が有する欠点
を解消すべく、接続面に開口して受部材を埋設し
ておき、接続されるべきコンクリート製品の接続
面に対向して開口している受部材間に亘つて連結
部材を嵌入し、受部材と連結部材とを適宜固定部
材で共に縫合して両コンクリート製品を接続固定
する接続方法を発明した。この接続方法によれば
両コンクリート製品の位置決めは接続面を突き合
わせるだけで容易に行なうことができ、この固定
もボルトを締め付けなくとも良いもので簡単であ
り、さらに長い年月の使用でも、連結部材や固定
部材がコンクリート製品の中に埋設されるので腐
食することがなくに耐久性に優れるという効果を
有するものである。 In order to eliminate the drawbacks of the conventional connections, the present invention has been developed by burying a receiving member with an opening in the connecting surface, and creating a receiving member with an opening facing the connecting surface of concrete products to be connected. A connecting method has been invented in which a connecting member is inserted between the members, and the receiving member and the connecting member are sewn together with a fixing member as appropriate to connect and fix both concrete products. With this connection method, the two concrete products can be easily positioned by simply butting the connection surfaces together, and this fixation is also simple as there is no need to tighten bolts. Since the members and fixing members are embedded in the concrete product, they do not corrode and have excellent durability.
本発明は、特に大きなコンクリート製品に埋設
される受部材であつて、その重量も重いものを埋
設する際に好適であり、受部材を正確な位置に固
定するとともにその内部へのセメント材料の流入
固化を確実に防止することができ、さらに受部材
の型枠への取り付けも容易な受部材の埋設方法を
提供することを目的とする。 The present invention is a receiving member to be buried in a particularly large concrete product, and is suitable for burying a heavy item, and it fixes the receiving member in an accurate position and prevents the flow of cement material into the interior of the receiving member. It is an object of the present invention to provide a method for embedding a receiving member that can reliably prevent solidification and also allow easy attachment of the receiving member to a mold.
[課題を解決するするための手段]
上記目的を達成するために、本発明は以下の特
徴を有している。[Means for Solving the Problems] In order to achieve the above object, the present invention has the following features.
周面に対向して透孔2aが穿設される筒状の受
部材2をコンクリート製品1の接続面に開口して
埋設するとともに、前記透孔2aと軸心が一致す
る盲孔4aをコンクリート製品1の外壁面に開口
して形成すべく、コンクリート製品1の接続面を
形成する型板6に前記受部材2の埋設位置に対応
して前記受部材2の開口端内側形状と同じ形状の
透孔6aを設け、
一端の周面に貫通孔9aが穿設される支持部材
9を該貫通孔9aが型枠内に位置するように前記
透孔6aから挿入し、
型枠内に突出するものとなつた前記支持部材9
に前記受部材2を嵌挿し、
コンクリート製品1の外壁面に開口する前記盲
孔4aを形成する型部材11をコンクリート製品
1の外壁面を形成する型板7から挿入して前記受
部材2の透孔2aと前記支持部材9の貫通孔9a
とを共に嵌通し、
しかる後に、前記支持部材9の型板6外面から
の突出部に設けられ、型板6を外方から押圧して
前記支持部材9を型枠内から引き抜くように作用
する押圧手段を作動して前記受部材2の端面を型
板6内面に密接させ、
次いで型枠内にコンクリート材料を充填し、
セメント固化後に前記押圧手段をゆるめて前記
型部材11と支持部材9とを引き抜き、型板6,
7を取り外すようにしたことを特徴とする。 A cylindrical receiving member 2 in which a through hole 2a is bored facing the circumferential surface is opened and buried in the connection surface of the concrete product 1, and a blind hole 4a whose axis coincides with the through hole 2a is inserted into the concrete. In order to form an opening on the outer wall surface of the product 1, a mold plate 6 forming the connection surface of the concrete product 1 has a shape that is the same as the inside shape of the open end of the receiving member 2, corresponding to the buried position of the receiving member 2. A support member 9 is provided with a through hole 6a, and a through hole 9a is bored in the circumferential surface of one end thereof.The support member 9 is inserted through the through hole 6a so that the through hole 9a is located within the formwork, and protrudes into the formwork. The support member 9 that has become a thing
The receiving member 2 is inserted into the receiving member 2, and the molding member 11 that forms the blind hole 4a opening in the outer wall surface of the concrete product 1 is inserted from the template 7 that forms the outer wall surface of the concrete product 1. Through-hole 2a and through-hole 9a of the support member 9
After that, the support member 9 is provided at a protrusion from the outer surface of the template 6 and acts to press the template 6 from the outside and pull out the support member 9 from within the mold. The pressing means is operated to bring the end face of the receiving member 2 into close contact with the inner surface of the mold plate 6, and then concrete material is filled into the mold, and after the cement has solidified, the pressing means is loosened to separate the mold member 11 and the supporting member 9. Pull out the template 6,
7 can be removed.
[実施例]
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。[Examples] Hereinafter, preferred embodiments of the present invention will be described in detail based on the accompanying drawings.
まず、受部材が埋設されたコンクリート製品と
その接続の方法を説明すると、第1図において、
1はU字ブロツクであり、このU字ブロツク1の
接続面に開口して2個の受部材2が埋設されてい
る。3は受部材2内に嵌入される連結部材であ
る。 First, to explain the concrete product in which the receiving member is buried and the method of connecting it, in Fig. 1,
Reference numeral 1 denotes a U-shaped block, and two receiving members 2 are buried in openings in the connection surface of the U-shaped block 1. 3 is a connecting member fitted into the receiving member 2.
受部材2は、第2図に示すように、一端が閉塞
される角筒で形成され、その閉塞端近傍の周壁に
対向して透孔2aが穿設されている。なお、外表
面をざらざらにしたり、あるいは突起を設けれ
ば、コンクリートとの接着は一層確実となる。 As shown in FIG. 2, the receiving member 2 is formed of a rectangular tube with one end closed, and a through hole 2a is formed opposite to the peripheral wall near the closed end. Note that if the outer surface is roughened or provided with protrusions, the adhesion to concrete will be more reliable.
連結部材3は、その全長は受部材2の深さのほ
ぼ2倍であり、その断面形状は受部材2にガタ付
きなく嵌合する大きさとなつている。また、連結
部材3の両端近傍の周面の、連結部材3を受部材
2内に挿入したときに前記透孔2aと軸心が一致
する位置にそれぞれ透孔3aが穿設されている。 The overall length of the connecting member 3 is approximately twice the depth of the receiving member 2, and its cross-sectional shape is large enough to fit into the receiving member 2 without play. In addition, through holes 3a are formed in the circumferential surface near both ends of the connecting member 3 at positions whose axes coincide with the through holes 2a when the connecting member 3 is inserted into the receiving member 2.
なお、この透孔3aの間隔は、両U字ブロツク
1,1をその接続面間に約10mmの空隙を有して対
向させたときの対向する受部材2の各透孔2aの
間隔であり、また、この透孔3aを長孔とするこ
とにより透孔2aとの一致は容易となる。 The distance between the through holes 3a is the distance between the through holes 2a of the opposing receiving members 2 when the U-shaped blocks 1, 1 are faced with a gap of about 10 mm between their connecting surfaces. Furthermore, by making the through hole 3a a long hole, it is easy to match it with the through hole 2a.
4は固定部材であり、受部材2の両側面に突出
して透孔2aを挿通すべく丸棒で形成され、U字
ブロツク1の外壁面に透孔2aと同径であつて軸
心が一致して開口する盲孔4aから挿入され、透
孔2aと透孔3aとを共に貫通する。 Reference numeral 4 denotes a fixing member, which is formed of a round bar that protrudes from both sides of the receiving member 2 and is inserted through the through hole 2a. It is inserted through a blind hole 4a that opens accordingly, and passes through both the through hole 2a and the through hole 3a.
なお、U字ブロツク1に接続されるべき他のU
字ブロツク1にも、同様に受部材2が対向位置に
埋設され、盲孔4aが形成されている。 In addition, other U blocks to be connected to U-block 1
Similarly, in the block 1, a receiving member 2 is buried at an opposing position, and a blind hole 4a is formed.
しかして、第3図に示すように、2つのU字ブ
ロツク1,1をその接続面を対向させて突き合わ
せる際に、予め、一方のU字ブロツク1の受部材
2に連結部材3を嵌入しておき、接続面から突出
している連結部材3に他方のU字ブロツク1の受
部材2を合わせて両U字ブロツクを突合せれば両
ブロツク1,1は互いにずれることなく、仮止め
される。 As shown in FIG. 3, when the two U-shaped blocks 1, 1 are butted against each other with their connection surfaces facing each other, the connecting member 3 is fitted into the receiving member 2 of one of the U-shaped blocks 1 in advance. Then, by aligning the receiving member 2 of the other U-shaped block 1 with the connecting member 3 protruding from the connecting surface and butting both U-shaped blocks together, both blocks 1 and 1 will be temporarily fixed without shifting from each other. .
次に、第4図に示すように、盲孔4aから固定
部材4を挿入して透孔2aと透孔3aとを共に貫
通し、固定部材4の頭部に残された盲孔4aをモ
ルタル5で埋めて、両U字ブロツク1,1は確実
に固定される。 Next, as shown in FIG. 4, the fixing member 4 is inserted through the blind hole 4a, passes through both the through holes 2a and 3a, and the blind hole 4a left in the head of the fixing member 4 is filled with mortar. 5, and both U-shaped blocks 1, 1 are securely fixed.
しかる後に、両U字ブロツク1,1間に残され
た空隙をモルタル頭の目地材で埋めるものであ
る。 After that, the gap left between the two U-shaped blocks 1, 1 is filled with the joint material of the mortar head.
なお、一方のU字ブロツク1への連結部材3の
固定は、施工現場以外の場所で予め行なつておい
ても良く、現場の状況に応じて適宜なし得るもの
である。 The fixing of the connecting member 3 to one of the U-shaped blocks 1 may be done in advance at a location other than the construction site, and can be done as appropriate depending on the situation at the site.
次に受部材2を埋設する方法を、コンクリート
製品成形用型枠を上方から見た第5図により説明
すると、
6はU字ブロツク1の接続面を形成する型枠で
あり、7は外側面を形成する型板である。8はU
字状内壁面を形成する型板である。 Next, the method of burying the receiving member 2 will be explained with reference to FIG. 5, which shows the formwork for forming concrete products seen from above. 6 is the formwork that forms the connection surface of the U-shaped block 1, and 7 is the outer surface. It is a template for forming. 8 is U
This is a template for forming a letter-shaped inner wall surface.
型板6には受部材2の開口面と同じ形状の透孔
6aが形成されるとともに、この透孔6aと軸心
を一致させて誘導枠6bが型板の外面に突出され
る。 A through hole 6a having the same shape as the opening surface of the receiving member 2 is formed in the template 6, and a guide frame 6b is projected onto the outer surface of the template with its axis aligned with the through hole 6a.
9は支持部材であり、その一端は受部材2内に
嵌合する形状であり、この一端の周面に受部材2
の透孔2aと中心が一致する貫通孔9aが穿設さ
れる。また、支持部材9の他端周面にはネジ部9
bが形成されている。なお、このネジ部9bのネ
ジは支持部材9の全周に亘つて刻設される必要は
なく、第6図に示すように、支持部材9が角柱で
ある場合にはその周面の一部に形成されることと
なる。なお、前記貫通孔9aは長穴等にすること
により、後述する型部材の挿通が容易となる。 Reference numeral 9 denotes a support member, one end of which is shaped to fit into the receiving member 2, and the receiving member 2 is attached to the peripheral surface of this one end.
A through hole 9a whose center coincides with the through hole 2a is bored. Further, a threaded portion 9 is provided on the peripheral surface of the other end of the support member 9.
b is formed. Note that the screw of this threaded portion 9b does not need to be carved all over the circumference of the support member 9, but as shown in FIG. will be formed. Note that by making the through hole 9a a long hole or the like, it becomes easy to insert a mold member, which will be described later.
10は支持部材9のネジ部9bに回転自在に螺
合するハンドルである。なお、ネジ部9bとハン
ドル10とで押圧手段が形成される。 Reference numeral 10 denotes a handle that is rotatably screwed into the threaded portion 9b of the support member 9. Note that the threaded portion 9b and the handle 10 form a pressing means.
一方、型板7には、受部材2と誘導枠6bとの
軸心を一致させて受部材2の端面を型板6内壁面
に当接したときに、受部材2の透孔2aと軸心が
一致する透孔7aが穿設されており、この透孔7
aと中心を一致させてナツト7bが外面に溶着さ
れている。 On the other hand, in the template 7, when the axes of the receiving member 2 and the guide frame 6b are aligned and the end face of the receiving member 2 is brought into contact with the inner wall surface of the template 6, the through hole 2a of the receiving member 2 and the axis A through hole 7a whose centers coincide with each other is bored, and this through hole 7
A nut 7b is welded to the outer surface with its center aligned with a.
11は基礎にのみナツト7bに螺合するネジが
刻設されている型部材たるボルトであり、その径
は透孔2aを密に挿通する大きさとなつている。 Reference numeral 11 denotes a bolt, which is a molded member, and has a screw carved into the base only to be screwed into the nut 7b, and its diameter is large enough to tightly fit through the through hole 2a.
しかして、支持部材9をその貫通孔9aが型枠
内となるようにして誘導枠6bから挿入し、型枠
内に突出する支持部材9に受部材2を嵌合し、ボ
ルト11を透孔7aから挿入して受部材2と支持
部材9とをそれぞれの透孔2aと貫通孔9aとを
挿通して互いに固定し、ボルト11をナツト7b
に締め付け、次いで、ネジ部9bに螺合されたハ
ンドル10を回転すれば、ハンドル10の端面は
誘導枠6bの端面を押圧し、これによつて支持部
材9は型枠外方向に引つ張られ、支持部材9にボ
ルト11によつて固定されている受部材2は、そ
の端面が型板6の内周面に密接されて固定される
ものとなる。 Then, the support member 9 is inserted through the guide frame 6b so that its through hole 9a is inside the form, the receiving member 2 is fitted into the support member 9 protruding into the form, and the bolt 11 is inserted into the through hole. 7a, the receiving member 2 and the supporting member 9 are fixed to each other by passing through the through hole 2a and the through hole 9a, and the bolt 11 is inserted into the nut 7b.
When the handle 10 screwed into the threaded part 9b is rotated, the end face of the handle 10 presses the end face of the guide frame 6b, and thereby the support member 9 is pulled outward from the form frame. The receiving member 2, which is fixed to the supporting member 9 with bolts 11, is fixed with its end surface brought into close contact with the inner circumferential surface of the template 6.
しかる後に、セメント材料を型枠内に充填し、
固化後にハンドル10を逆回転させてその押圧を
ゆるめ、ボルト11と支持部材9を抜き取り、型
枠を取り外せば、受部材2はU字ブロツク1の接
続面に開口して埋設されるとともに、U字ブロツ
ク1の外側面には受部材2の透孔2aに連結する
盲孔4aが形成されることとなる。 After that, cement material is filled into the formwork,
After solidification, the handle 10 is rotated in the opposite direction to loosen the pressure, the bolts 11 and the support member 9 are extracted, and the formwork is removed. A blind hole 4a connected to the through hole 2a of the receiving member 2 is formed on the outer surface of the block 1.
なお、前記押圧手段としては、前述のハンドル
10とネジ部9bとの構成に限らず、他の手段、
例えばてこクランク機構(図示せず)等を支持部
材9に設けても良い。 Note that the pressing means is not limited to the above-described configuration of the handle 10 and the threaded portion 9b, but may include other means,
For example, a lever crank mechanism (not shown) or the like may be provided on the support member 9.
[発明の効果]
本発明によれば、コンクリート製品の外壁面に
開口する盲孔を形成するための型部材を利用し
て、受部材と支持部材とを互いに固定するように
したので、受部材の型枠への取り付けは短時間で
容易に行なうことができるとともに、受部材は正
確な位置に位置決めすることができ、さらに、押
圧手段を用いて受部材の端面を型板に密接するの
で、受部材内へのセメントの流入固化を確実に阻
止することができるなどの著効を奏するものであ
る。[Effects of the Invention] According to the present invention, since the receiving member and the supporting member are fixed to each other using a mold member for forming a blind hole opening in the outer wall surface of the concrete product, the receiving member can be easily attached to the formwork in a short time, and the receiving member can be positioned at an accurate position.Furthermore, since the end face of the receiving member is brought into close contact with the template using a pressing means, This has remarkable effects such as being able to reliably prevent cement from flowing into the receiving member and solidifying.
第1図はコンクリート製品および接続の際に用
いられる連結部材、固定部材の斜視図、第2図a
は受部材の側面図、第2図bはそのA−A断面
図、第3図はコンクリート製品の接続状態を示す
側面図、第4図は第3図のB−B断面図、第5図
は本発明に係る埋設方法を示す平面図、第6図は
支持部材の斜視図、である。
1……U字ブロツク、2……受部材、2a……
透孔、3……連結部材、3a……透孔、4……固
定部材、4a……盲穴、5……モルタル、6……
型板、6a……透孔、6b……誘導枠、7……型
板、7a……透孔、7b……ナツト、8……型
板、9……支持部材、9a……貫通孔、9b……
ネジ部、10……ハンドル、11……ボルト。
Figure 1 is a perspective view of concrete products, connecting members and fixing members used for connection, Figure 2 a
is a side view of the receiving member, Fig. 2b is its A-A cross-sectional view, Fig. 3 is a side view showing the connection state of the concrete product, Fig. 4 is a B-B cross-sectional view of Fig. 3, and Fig. 5 6 is a plan view showing the embedding method according to the present invention, and FIG. 6 is a perspective view of the support member. 1... U-shaped block, 2... Receiving member, 2a...
Through hole, 3...Connecting member, 3a...Through hole, 4...Fixing member, 4a...Blind hole, 5...Mortar, 6...
Template, 6a... Through hole, 6b... Guide frame, 7... Template, 7a... Through hole, 7b... Nut, 8... Template, 9... Support member, 9a... Through hole, 9b...
Threaded part, 10...handle, 11...bolt.
Claims (1)
受部材2をコンクリート製品1の接続面に開口し
て埋設するとともに、前記透孔2aと軸心が一致
する盲孔4aをコンクリート製品1の外壁面に開
口して形成すべく、コンクリート製品1の接続面
を形成する型板6に前記受部材2の埋設位置に対
応して前記受部材2の開口端内側形状と同じ形状
の透孔6aを設け、 一端の周面に貫通孔9aが穿設される支持部材
9を該貫通孔9aが型枠内に位置するように前記
透孔6aから挿入し、 型枠内に突出するものとなつた前記支持部材9
に前記受部材2を嵌装し、 コンクリート製品1の外壁面に開口する前記盲
孔4aを形成する型部材11をコンクリート製品
1の外壁面を形成する型板7から挿入して前記受
部材2の透孔2aと前記支持部材9の貫通孔9a
とを共に嵌通し、 しかる後に、前記支持部材9の型板6外面から
の突出部に設けられ、型板6を外方から押圧して
前記支持部材9を型枠内から引き抜くように作用
する押圧手段を作動して前記受部材2の端面を型
板6内面に密接させ、 次いで型枠内にコンクリート材料を充填し、 セメント固化後に前記押圧手段をゆるめて前記
型部材11と支持部材9とを引き抜き、型板6,
7を取り外すようにしたことを特徴とするコンク
リート製品接続用受部材の埋設方法。[Scope of Claims] 1. A cylindrical receiving member 2 with a through hole 2a formed opposite to the circumferential surface is opened and buried in the connection surface of the concrete product 1, and the through hole 2a and the axis are aligned. In order to form matching blind holes 4a in the outer wall surface of the concrete product 1, an opening in the receiving member 2 is formed in the template 6 forming the connection surface of the concrete product 1 in a manner corresponding to the buried position of the receiving member 2. A through hole 6a having the same shape as the inside shape of the end is provided, and a support member 9 having a through hole 9a bored in the peripheral surface of one end is inserted through the through hole 6a so that the through hole 9a is located within the formwork. , the support member 9 protruding into the formwork;
The receiving member 2 is inserted into the receiving member 2, and the molding member 11 that forms the blind hole 4a opening in the outer wall surface of the concrete product 1 is inserted from the template 7 that forms the outer wall surface of the concrete product 1. through-hole 2a and through-hole 9a of the support member 9
After that, the support member 9 is provided at a protrusion from the outer surface of the template 6 and acts to press the template 6 from the outside and pull out the support member 9 from within the mold. The pressing means is operated to bring the end face of the receiving member 2 into close contact with the inner surface of the mold plate 6, and then concrete material is filled into the mold, and after the cement has solidified, the pressing means is loosened to separate the mold member 11 and the supporting member 9. Pull out the template 6,
A method for burying a receiving member for connecting a concrete product, characterized in that 7 is removed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP546684A JPS60149409A (en) | 1984-01-13 | 1984-01-13 | Method of burying receiving member for connecting concrete product |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP546684A JPS60149409A (en) | 1984-01-13 | 1984-01-13 | Method of burying receiving member for connecting concrete product |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS60149409A JPS60149409A (en) | 1985-08-06 |
| JPH035284B2 true JPH035284B2 (en) | 1991-01-25 |
Family
ID=11612010
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP546684A Granted JPS60149409A (en) | 1984-01-13 | 1984-01-13 | Method of burying receiving member for connecting concrete product |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS60149409A (en) |
-
1984
- 1984-01-13 JP JP546684A patent/JPS60149409A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS60149409A (en) | 1985-08-06 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JPH035284B2 (en) | ||
| JPH0239961B2 (en) | KONKURIITOSEIHINSETSUZOKUYOJUBUZAINOMAISETSUHOHO | |
| JPH0613876Y2 (en) | Culvert box and gutter block connecting device | |
| JPH0239962B2 (en) | ||
| JPH0737843Y2 (en) | Insert bush coupling structure | |
| JPS6040667Y2 (en) | Joint joint device for secondary cement products | |
| JP2512260Y2 (en) | Formwork for filling holes | |
| JPH022569Y2 (en) | ||
| JPH026894B2 (en) | ||
| JPH026895B2 (en) | ||
| CN1980815A (en) | Device for clamping of a load carrier at a towing hook of a vehicle | |
| JPS60157810A (en) | Concrete product into which connector is buried | |
| JPH0228027Y2 (en) | ||
| JPH0427614Y2 (en) | ||
| JPS6312982B2 (en) | ||
| JPS6242094B2 (en) | ||
| JPS6020733Y2 (en) | Web material for three-dimensional truss | |
| JPS60175638A (en) | Connection method and connector of concrete product | |
| JP2543803B2 (en) | Communication pipe facility equipment | |
| JPS60152748A (en) | Connection method and connector of concrete product | |
| JP3019953U (en) | Manhole wall binding | |
| JPH0573563B2 (en) | ||
| JP3519955B2 (en) | Anchor bolt mounting structure of concrete product manufacturing formwork | |
| JPS6312983B2 (en) | ||
| JPH0242828Y2 (en) |