JP3384449B2 - Joint structure in concrete products - Google Patents
Joint structure in concrete productsInfo
- Publication number
- JP3384449B2 JP3384449B2 JP29053299A JP29053299A JP3384449B2 JP 3384449 B2 JP3384449 B2 JP 3384449B2 JP 29053299 A JP29053299 A JP 29053299A JP 29053299 A JP29053299 A JP 29053299A JP 3384449 B2 JP3384449 B2 JP 3384449B2
- Authority
- JP
- Japan
- Prior art keywords
- mortise
- tenon
- locking portion
- block
- spring
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 230000002093 peripheral effect Effects 0.000 description 8
- 230000008878 coupling Effects 0.000 description 5
- 238000010168 coupling process Methods 0.000 description 5
- 238000005859 coupling reaction Methods 0.000 description 5
- 230000037431 insertion Effects 0.000 description 5
- 238000003780 insertion Methods 0.000 description 5
- 239000000463 material Substances 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000009933 burial Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
Landscapes
- Sewage (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は側溝を構築するU字
溝ブロックや、地中配線の要所に設けた埋設ボックスを
構築する箱形ブロックや、地面を覆う覆工ブロック等の
コンクリートブロック相互を接合するコンクリート製品
における接合構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a U-shaped groove block for constructing a gutter, a box-shaped block for constructing a buried box provided at an important point of underground wiring, and a concrete block such as a lining block for covering the ground. The present invention relates to a joint structure in a concrete product that joins together.
【0002】[0002]
【従来の技術】従来のコンクリート製品の接合構造を図
1に基づき説明すると、図1Aに示すように一方のブロ
ック1内に小径部4を持つ挿入孔2を有する筒形アンカ
ー3を埋設し、該挿入孔2内に結合スリーブ5の下半部
を挿入し、上半部を突出させる。2. Description of the Related Art A conventional joint structure for concrete products will be described with reference to FIG. 1. As shown in FIG. 1A, a tubular anchor 3 having an insertion hole 2 having a small diameter portion 4 is embedded in one block 1 as shown in FIG. The lower half of the coupling sleeve 5 is inserted into the insertion hole 2 and the upper half is projected.
【0003】そして図1Bに示すように、同スリーブ5
内に大径頭部7を有するアンカーピン6の下半部を挿入
し、同ピン6の上半部を突出させる。As shown in FIG. 1B, the sleeve 5
The lower half of the anchor pin 6 having the large diameter head 7 is inserted therein, and the upper half of the pin 6 is projected.
【0004】他方ブロック1′に小径部4′を持つ挿入
孔2′を有する筒形アンカー3′を埋設し、上記一方ブ
ロック1から突出せるアンカーピン6を該挿入孔2′内
へ挿入することにより、上記アンカーピン6の上半部の
頭部7を上記結合スリーブ5の上半部内に圧入しつつ、
同ピンの頭部7と同スリーブを該挿入孔2′内に圧入
し、同ピン6の下半部を結合スリーブ5の下半部内に圧
入する。A cylindrical anchor 3'having an insertion hole 2'having a small diameter portion 4'is embedded in the other block 1 ', and an anchor pin 6 projecting from the one block 1 is inserted into the insertion hole 2'. While press-fitting the upper half head portion 7 of the anchor pin 6 into the upper half portion of the coupling sleeve 5,
The head 7 and the sleeve of the pin are press-fitted into the insertion hole 2 ', and the lower half of the pin 6 is press-fitted into the lower half of the coupling sleeve 5.
【0005】そして図1Cに示すように、上記アンカー
ピン6の大径頭部7にて結合スリーブ5の一端を拡開し
て上記小径部4′に係合せしめると共に、同アンカーピ
ンの下半部にて同チューブの他端を拡開して上記小径部
4に係合せしめて、両ブロック1,1 ′を接合してい
る。Then, as shown in FIG. 1C, one end of the coupling sleeve 5 is expanded by the large-diameter head portion 7 of the anchor pin 6 to engage with the small-diameter portion 4 ', and the lower half of the anchor pin is formed. At the section, the other end of the tube is expanded and engaged with the small diameter section 4 to join the two blocks 1, 1 '.
【0006】[0006]
【発明が解決しようとする課題】然しながら、上記接合
構造においては部材点数が多く構造も複雑であり、又接
合作業にも時間と手間が掛かることからコストアップを
招いている。However, in the above-mentioned joining structure, the number of members is large and the structure is complicated, and the joining work also requires time and labor, resulting in an increase in cost.
【0007】[0007]
【課題を解決するための手段】そこで本発明は、従来の
コンクリート製品における接合構造の上記問題点を適切
に解決する手段として、一方のブロックにほぞ穴を形成
するインサート筒を埋設し、該インサート筒は上記ほぞ
穴内に該ほぞ穴の径方向へ弾性変位可能な係止バネを保
有し、他方のブロックに係止部を有するほぞ部材を突設
し、該ほぞ部材を上記ほぞ穴内へ挿入することにより、
上記係止部を上記係止バネと弾力的に係合して抜け止め
を図る構成とする。SUMMARY OF THE INVENTION Therefore, according to the present invention, as a means for appropriately solving the above problems of the joint structure in the conventional concrete product, an insert cylinder for forming a mortise hole is embedded in one block and the insert cylinder is embedded. The cylinder has a locking spring capable of elastically displacing in the radial direction of the mortise in the mortise, and a tenon member having a locking portion is projectingly provided on the other block, and the mortise member is inserted into the mortise. By
The locking portion is elastically engaged with the locking spring to prevent coming off.
【0008】上記係止バネは上記ほぞ穴内に延在する複
数のバネ片を有し、該各バネ片の内端を内端リングに連
設すると共に同外端を外端リングに連設し、上記バネ片
を上記内端リングと外端リング間において径方向内方へ
折曲して弾性係止部を形成し、該弾性係止部に上記係止
部を係合する構成とする。The locking spring has a plurality of spring pieces extending into the mortise, the inner end of each spring piece is connected to the inner end ring, and the outer end is connected to the outer end ring. The spring piece is bent inward in the radial direction between the inner end ring and the outer end ring to form an elastic locking portion, and the elastic locking portion is engaged with the locking portion.
【0009】本発明の接合構造の他例として、一方のブ
ロックにほぞ穴を形成する筒形の係止バネを埋設し、該
係止バネは上記ほぞ穴内に延在する複数のバネ片を有
し、該各バネ片の内端を内端リングに連設すると共に、
同外端を外端リングに連設し、上記バネ片を上記内端リ
ングと外端リング間において径方向内方へ折曲して弾性
係止部を形成し、他方のブロックに係止部を有するほぞ
部材を突設し、該ほぞ部材を上記ほぞ穴内へ挿入するこ
とにより、上記係止部を上記弾性係止部に弾力的に係合
して抜け止めを図り上記両ブロックを接合する構成とす
る。As another example of the joining structure of the present invention, a cylindrical locking spring for forming a mortise is embedded in one of the blocks, and the locking spring has a plurality of spring pieces extending in the mortise. The inner end of each spring piece is connected to the inner end ring,
The outer end is connected to the outer end ring, and the spring piece is bent inward in the radial direction between the inner end ring and the outer end ring to form an elastic locking portion, and the locking portion is secured to the other block. By projecting a tenon member having a mortise member and inserting the tenon member into the tenon hole, the locking portion is elastically engaged with the elastic locking portion to prevent coming off and join the both blocks. The configuration.
【0010】上記構成により、部材点数を減少させると
共に構造を簡素化できる。又接合作業が容易になり作業
時間が短縮されコストダウンを達成することができる。With the above structure, the number of members can be reduced and the structure can be simplified. Further, the joining work is facilitated, the working time is shortened, and the cost can be reduced.
【0011】[0011]
【発明の実施の形態】本発明の実施の形態例を図2乃至
図6に基き説明する。BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of the present invention will be described with reference to FIGS.
【0012】図中の1,1′は、接合されるコンクリー
トブロックを夫々示し、上記コンクリートブロックには
側溝等を構築するU字溝ブロック、地中埋設ボックスを
構築する箱形ブロック、地面を覆工する覆工ブロック等
を含む。Reference numerals 1 and 1'in the figure respectively denote concrete blocks to be joined. The concrete blocks are U-shaped groove blocks for constructing a gutter, a box-shaped block for constructing an underground box, and a ground cover. Includes lining blocks to be worked.
【0013】第1実施形態例(図2乃至図5参照)First embodiment (see FIGS. 2 to 5)
【0014】本発明のコンクリート製品における接合構
造の一例として図2に基づきその構成を説明すると、接
合するコンクリートブロックのいずれか一方のブロック
1にほぞ穴8を形成するインサート筒9を埋設する。As an example of the joint structure in the concrete product of the present invention, its construction will be described with reference to FIG. 2. An insert cylinder 9 for forming a mortise hole 8 is buried in one of the concrete blocks 1 to be joined.
【0015】上記インサート筒9は開口を有する有底筒
から成り、その内端の底壁周囲に張り出すフランジ9a
を設け、上記開口が上記ブロック1の表面と同一面に形
成されるよう埋設し、フランジ9aをブロック1の母材
中に喰い込ませて上記インサート筒9をブロック1内に
強固に固定する。よって該インサート筒9内にほぞ穴8
を画成する。The insert cylinder 9 is a bottomed cylinder having an opening, and a flange 9a projecting around the bottom wall at the inner end thereof.
Is provided, the opening is embedded so as to be formed on the same surface as the surface of the block 1, and the flange 9a is embedded in the base material of the block 1 to firmly fix the insert cylinder 9 in the block 1. Therefore, the mortise 8 is inserted in the insert cylinder 9.
Define.
【0016】上記インサート筒9は上記ほぞ穴8内に、
該ほぞ穴8の径方向へ弾性変位可能な係止バネ10を保
有する。The insert cylinder 9 is placed in the mortise hole 8,
A holding spring 10 is provided which is elastically displaceable in the radial direction of the mortise 8.
【0017】上記係止バネは10は、図2に示すように
上記ほぞ穴8内に延在する複数のバネ片10aを有し、
該各バネ片10aの内端を内端リング11に連設すると
共に同外端を外端リング12に連設し、上記バネ片10
aを上記内端リング11と外端リング12間において、
上記ほぞ穴8の径方向内方へ折曲して弾性係止部10b
を形成し、該弾性係止部10bにより上記ほぞ穴8内に
小径部8aを形成する。The locking spring 10 has a plurality of spring pieces 10a extending into the mortise 8, as shown in FIG.
The inner ends of the spring pieces 10a are connected to the inner end ring 11 and the outer ends of the spring pieces 10a are connected to the outer end ring 12.
a is between the inner end ring 11 and the outer end ring 12,
The elastic locking portion 10b is bent inward in the radial direction of the mortise 8.
And a small diameter portion 8a is formed in the mortise 8 by the elastic locking portion 10b.
【0018】他方、ブロック1 ′に係止部13aを有
するほぞ部材13を突設し、該ほぞ部材13を上記ほぞ
穴8内へ挿入し、該ほぞ部材13の頭部14により上記
バネ片10aの弾性係止部10bを押圧して、同弾性係
止部10bを径方向外方へ弾性変位させて上記小径部8
aを拡開し、上記ほぞ部材13の上半部を同ほぞ穴8内
に圧入する。そして上記バネ片10aの復元力により、
上記係止部13aを上記係止バネ10の弾性係止部10
bと弾力的に係合して抜け止めを図り、上記両ブロック
1,1′を接合する。On the other hand, a tenon member 13 having a locking portion 13a is projected on the block 1 ', the tenon member 13 is inserted into the tenon hole 8 and the head 14 of the tenon member 13 causes the spring piece 10a. Of the small diameter portion 8 by pressing the elastic locking portion 10b of the above and elastically displacing the elastic locking portion 10b outward in the radial direction.
Expand a and press the upper half of the tenon member 13 into the tenon hole 8. Then, due to the restoring force of the spring piece 10a,
The locking portion 13a is replaced with the elastic locking portion 10 of the locking spring 10.
The above blocks 1 and 1'are joined by elastically engaging with b to prevent them from coming off.
【0019】図2に示す係止バネ10は、上記ほぞ部材
13の頭部14により強制的に抜去力を与えることによ
り、バネ片10aを外方へ変位させて上記小径部8aを
拡開することにより、ほぞ部材13をほぞ穴8内から抜
去できる。In the locking spring 10 shown in FIG. 2, the head 14 of the tenon member 13 forcibly applies a pull-out force to displace the spring piece 10a outwardly to expand the small diameter portion 8a. As a result, the tenon member 13 can be pulled out from the tenon hole 8.
【0020】上記ブロック1′に突設せるほぞ部材13
の係止部13aは、図2及び図5B,Cに示すように上
記大径の頭部14を有する有頭ピンにて形成し、該頭部
14を係止部13aとする。A tenon member 13 projecting from the block 1 '.
2 and FIGS. 5B and 5C, the locking portion 13a is formed of a headed pin having the large-diameter head portion 14, and the head portion 14 serves as the locking portion 13a.
【0021】上記有頭ピンの具体例として図5B,Cに
示すように、上記ほぞ部材13の頭部14を錘形又は錘
台形に形成し、上記ほぞ穴8内への挿入時において弾性
係止部10bを該頭部14の斜面に沿って滑動させつつ
弾性係止部10bをスムーズに拡開し、該頭部14が該
小径部8aを越えた後には同頭部14が弾性係止部10
bと係合して、ほぞ穴8内へ挿入しやすく抜けにくい構
成にする。As a concrete example of the headed pin, as shown in FIGS. 5B and 5C, the head portion 14 of the tenon member 13 is formed in a cone shape or a frustum shape, and when it is inserted into the tenon hole 8, the elastic member is engaged. The elastic locking portion 10b is smoothly expanded while sliding the stopper 10b along the slope of the head 14, and the head 14 is elastically locked after the head 14 crosses the small diameter portion 8a. Part 10
It is configured so that it can be easily inserted into the mortise 8 by engaging with b and is hard to come out.
【0022】又は図2に示すように、上記ほぞ部材13
の頭部14を逆錘形に形成し、頭部14を係止部13a
として弾性係止部10bと係合させつつ、ほぞ部材13
の抜去時において弾性係止部10bを該頭部14の斜面
に沿って滑動させつつ小径部8a、即ち弾性係止部10
bをスムーズに拡開できるよう構成し、該ほぞ部材13
がほぞ穴8に対して抜去可能な構成にする。Alternatively, as shown in FIG. 2, the above-mentioned tenon member 13
Head 14 is formed in the shape of an inverted cone, and the head 14 is fixed to the locking portion 13a.
As the tenon member 13 while engaging with the elastic locking portion 10b.
The small diameter portion 8a, that is, the elastic locking portion 10 while sliding the elastic locking portion 10b along the inclined surface of the head portion 14 when removing the
The tenon member 13 is configured so that b can be spread smoothly.
The mortise 8 can be pulled out.
【0023】又は図5Aに示すように、上記ほぞ部材1
3を上記ほぞ穴8の小径部8aよりも大径のピンにて形
成し、該ピンの先端部周面に周溝15を設け、該周溝1
5にて係止部13aを形成し、該周溝15と上記弾性係
止部10bを係合させる。Alternatively, as shown in FIG. 5A, the above-mentioned tenon member 1
3 is formed by a pin having a diameter larger than the small diameter portion 8a of the mortise 8, and a peripheral groove 15 is provided on the peripheral surface of the tip portion of the pin.
5, the engaging portion 13a is formed, and the circumferential groove 15 and the elastic engaging portion 10b are engaged with each other.
【0024】上記ほぞ部材13を形成するピンは、図5
Aに示すように上記ブロック1′にその下半部を直接打
ち込んで又はインサート成形して固定する。The pins forming the tenon member 13 are shown in FIG.
As shown in A, the lower half portion of the block 1'is directly driven or fixed by insert molding.
【0025】又は図5Bに示すように、ブロック1′に
取付孔18を予め形成し、該取付孔18内にアンカー1
6を打ち込み、同アンカー16にほぞ部材13を形成す
る結合ピン17を打ち込み、アンカー16の先端を拡開
させ取付孔18の周壁に喰い込ませ、該ほぞ部材13を
ブロック1′に強固に固定する。Alternatively, as shown in FIG. 5B, a mounting hole 18 is preformed in the block 1 ′, and the anchor 1 is inserted in the mounting hole 18.
6 is driven, the connecting pin 17 forming the tenon member 13 is driven into the anchor 16, the tip of the anchor 16 is expanded and bited into the peripheral wall of the mounting hole 18, and the tenon member 13 is firmly fixed to the block 1 '. To do.
【0026】又は図5Cに示すように、ほぞ部材13と
して上記アンカーピンを用い、ブロック1′内に予め埋
設しておいた取付筒19内に上記アンカー16を打ち込
み圧入し、該アンカー16内へ結合ピン17を打込み、
アンカー16の先端を拡開させ取付筒19の周壁に喰い
込ませ、該ほぞ部材13をブロック1′に強固に固定す
る。Alternatively, as shown in FIG. 5C, the anchor pin is used as the tenon member 13, and the anchor 16 is driven into the mounting cylinder 19 previously embedded in the block 1 ′ and press-fitted into the anchor 16. Drive the connecting pin 17,
The tip end of the anchor 16 is expanded and bited into the peripheral wall of the mounting cylinder 19, and the tenon member 13 is firmly fixed to the block 1 '.
【0027】図3は本発明の接合構造の具体例として、
側溝を構築するコンクリート製U字溝ブロック20とコ
ンクリート製蓋ブロック21とにおける接合構造を示
す。U字溝ブロック20の上端面に図2に示すほぞ部材
13を形成する有頭ピンを突設し、他方蓋ブロック21
にはほぞ穴8を形成するインサート筒9と係止バネ10
を埋設し、上記ほぞ部材13をほぞ穴8に対し挿入し、
上記ほぞ部材13を係止バネ10に係合してU字溝ブロ
ック20と蓋ブロック21を接合する。FIG. 3 shows a concrete example of the joint structure of the present invention.
The joint structure in the concrete U-shaped groove block 20 and the concrete lid block 21 which build a side groove is shown. On the upper end surface of the U-shaped groove block 20, a headed pin forming the tenon member 13 shown in FIG.
An insert cylinder 9 and a locking spring 10 that form a mortise hole 8 in
Embedded, insert the tenon member 13 into the tenon 8,
The tenon member 13 is engaged with the locking spring 10 to join the U-shaped groove block 20 and the lid block 21.
【0028】又図4は地中埋設ボックスを形成するブロ
ック22相互における接合構造を示し、一方の箱形ブロ
ック22の上端面に、図2に示すほぞ部材13を形成す
る有頭ピンを突設し、他方の箱形ブロック又は蓋ブロッ
ク22にはほぞ穴8を形成するインサート筒9と係止バ
ネ10を埋設し、上記ほぞ部材13をほぞ穴8に対し挿
入し、上記ほぞ部材13を係止バネ10に係合してブロ
ック22相互を接合する。FIG. 4 shows a joint structure between blocks 22 forming an underground burial box, and a headed pin forming the tenon member 13 shown in FIG. In the other box-shaped block or lid block 22, an insert cylinder 9 forming a mortise hole 8 and a locking spring 10 are embedded, and the mortise member 13 is inserted into the mortise hole 8 to engage the mortise member 13. The blocks 22 are joined to each other by engaging with the stop spring 10.
【0029】以上接合構造によれば、部材点数が少なく
接合構造を簡素化し、安価な接合具を使用して所期の接
合目的が達成できる。又接合作業もほぞ部材13をほぞ
穴8内へ圧入するのみで迅速に行うことが可能となり、
作業時間の短縮が図られコストダウンを達成できる。According to the above-described joining structure, the number of members is small, the joining structure is simplified, and the intended joining purpose can be achieved by using an inexpensive joining tool. Also, the joining work can be performed quickly only by pressing the tenon member 13 into the tenon hole 8.
Work time can be shortened and cost can be reduced.
【0030】 第2実施形態例(図6,図5,図3,図4参照)[0030] Second embodiment example (see FIGS. 6, 5, 5, and 4)
【0031】図6のように、接合するブロックの何れか
一方のブロック1に孔23を形成し、該孔23内にほぞ
穴8を形成する筒形の係止バネ10を埋設し、該係止バ
ネ10は上記ほぞ穴8内に延在する複数のバネ片10a
を有し、該各バネ片10aの内端を内端リング11に連
設すると共に同外端を外端リング12に連設し、上記バ
ネ片10aを上記内端リング11と外端リング12間に
おいて、上記ほぞ穴8の径方向内方へ折曲して弾性係止
部10bを形成し、該弾性係止部10bにより上記ほぞ
穴8内に小径部8aを形成する。As shown in FIG. 6, a hole 23 is formed in one of the blocks 1 to be joined, and a cylindrical locking spring 10 forming a mortise hole 8 is embedded in the hole 23. The stop spring 10 includes a plurality of spring pieces 10 a extending in the mortise 8.
And each of the spring pieces 10a has an inner end connected to the inner end ring 11 and an outer end connected to the outer end ring 12, and the spring pieces 10a are connected to the inner end ring 11 and the outer end ring 12. In the meantime, the elastic locking portion 10b is formed by bending inward in the radial direction of the mortise 8, and the elastic locking portion 10b forms the small diameter portion 8a in the mortise 8.
【0032】他方、ブロック1′に係止部13aを有す
るほぞ部材13を突設し、該ほぞ部材13を上記ほぞ穴
8内へ挿入し、該ほぞ部材13の頭部により上記バネ片
10aの弾性係止部10bを押圧し、同弾性係止部10
bを径方向外方へ弾性変位させて上記小径部8aを拡開
し、上記ほぞ部材13の上半部を同ほぞ穴8内に圧入す
る。そして上記バネ片10aの復元力により、上記係止
部13aを上記弾性係止部10bと弾力的に係合して抜
け止めを図り上記両ブロック1,1′を接合する。On the other hand, a tenon member 13 having a locking portion 13a is projected on the block 1 ', the tenon member 13 is inserted into the tenon hole 8, and the head of the tenon member 13 causes the spring piece 10a to move. By pressing the elastic locking portion 10b, the elastic locking portion 10b
b is elastically displaced outward in the radial direction to expand the small diameter portion 8a, and the upper half of the tenon member 13 is press-fitted into the tenon hole 8. Then, due to the restoring force of the spring piece 10a, the locking portion 13a is elastically engaged with the elastic locking portion 10b to prevent it from coming off, and the two blocks 1, 1'are joined together.
【0033】図6に示す係止バネ10は、上記ほぞ部材
13の頭部14により強制的に抜去力を与えることによ
り、バネ片10aを外方へ変位させて上記小径部8aを
拡開することにより、ほぞ部材13をほぞ穴8内から抜
去できる。In the locking spring 10 shown in FIG. 6, the head 14 of the tenon member 13 is forcibly applied with a pulling force to displace the spring piece 10a outward to expand the small diameter portion 8a. As a result, the tenon member 13 can be pulled out from the tenon hole 8.
【0034】他方ブロック1′に突設せるほぞ部材13
の係止部13aは、図6及び図5B,Cに示すように上
記大径の頭部14を有する有頭ピンにて形成し、該頭部
14を係止部13aとする。On the other hand, the tenon member 13 projecting from the block 1 '.
6 and 5B, C, the locking portion 13a is formed of a headed pin having the large-diameter head portion 14, and the head portion 14 serves as the locking portion 13a.
【0035】上記有頭ピンの具体例として図5B,Cに
示すように、上記ほぞ部材13の頭部14を錘形又は錘
台形に形成し、上記ほぞ穴8内への挿入時において弾性
係止部10bを該頭部14の斜面に沿って滑動させつつ
弾性係止部10bをスムーズに拡開し、該頭部14が該
小径部8aを越えた後には同頭部14が弾性係止部10
bと係合して、ほぞ穴8内へ挿入しやすく抜けにくい構
成にする。As a concrete example of the headed pin, as shown in FIGS. 5B and 5C, the head portion 14 of the tenon member 13 is formed in a cone shape or a frustum shape, and when it is inserted into the tenon hole 8, the elastic member is engaged. The elastic locking portion 10b is smoothly expanded while sliding the stopper 10b along the slope of the head 14, and the head 14 is elastically locked after the head 14 crosses the small diameter portion 8a. Part 10
It is configured so that it can be easily inserted into the mortise 8 by engaging with b and is hard to come out.
【0036】又は図6に示すように、上記ほぞ部材13
の頭部14を逆錘形に形成し、頭部14を係止部13a
として弾性係止部10bと係合させつつ、ほぞ部材13
の抜去時において弾性係止部10bを該頭部14の斜面
に沿って滑動させつつ小径部8a、即ち弾性係止部10
bをスムーズに拡開できるよう構成し、該ほぞ部材13
がほぞ穴8に対して抜去可能な構成にする。Or, as shown in FIG. 6, the above-mentioned tenon member 13
Head 14 is formed in the shape of an inverted cone, and the head 14 is fixed to the locking portion 13a.
As the tenon member 13 while engaging with the elastic locking portion 10b.
The small diameter portion 8a, that is, the elastic locking portion 10 while sliding the elastic locking portion 10b along the inclined surface of the head portion 14 when removing the
The tenon member 13 is configured so that b can be spread smoothly.
The mortise 8 can be pulled out.
【0037】又は図5Aに示すように、上記ほぞ部材1
3を上記ほぞ穴8の小径部8aよりも大径のピンにて形
成し、該ピンの先端部周面に周溝15を設け、該周溝1
5にて係止部13aを形成し、該周溝15と上記弾性係
止部10bを係合させる。Alternatively, as shown in FIG. 5A, the above-mentioned tenon member 1
3 is formed by a pin having a diameter larger than the small diameter portion 8a of the mortise 8, and a peripheral groove 15 is provided on the peripheral surface of the tip portion of the pin.
5, the engaging portion 13a is formed, and the circumferential groove 15 and the elastic engaging portion 10b are engaged with each other.
【0038】上記ほぞ部材13を形成するピンは、図5
Aに示すように上記ブロック1′にその下半部を直接打
ち込んで又はインサート成形して固定する。The pins forming the tenon member 13 are shown in FIG.
As shown in A, the lower half portion of the block 1'is directly driven or fixed by insert molding.
【0039】又は図5Bに示すように、ブロック1′に
取付孔18を予め形成し、該取付孔18内にアンカー1
6を打ち込み、同アンカー16にほぞ部材13を形成す
る結合ピン17を打ち込み、アンカー16の先端を拡開
させ取付孔18の周壁に喰い込ませ、該ほぞ部材13を
ブロック1′に強固に固定する。Alternatively, as shown in FIG. 5B, a mounting hole 18 is preformed in the block 1 ′, and the anchor 1 is inserted in the mounting hole 18.
6 is driven, the connecting pin 17 forming the tenon member 13 is driven into the anchor 16, the tip of the anchor 16 is expanded and bited into the peripheral wall of the mounting hole 18, and the tenon member 13 is firmly fixed to the block 1 '. To do.
【0040】又は図5Cに示すように、ほぞ部材13と
して上記アンカーピンを用い、ブロック1′内に予め埋
設しておいた取付筒19内に上記アンカー16を打ち込
み圧入し、該アンカー16内へ結合ピン17を打込み、
アンカー16の先端を拡開させ取付筒19の周壁に喰い
込ませ、該ほぞ部材13をブロック1′に強固に固定す
る。Alternatively, as shown in FIG. 5C, the anchor pin is used as the tenon member 13, and the anchor 16 is driven into the mounting cylinder 19 previously embedded in the block 1 ′ to press it into the anchor 16. Drive the connecting pin 17,
The tip end of the anchor 16 is expanded and bited into the peripheral wall of the mounting cylinder 19, and the tenon member 13 is firmly fixed to the block 1 '.
【0041】本実施例における接合構造の具体例とし
て、側溝を構築するコンクリート製U字溝ブロック20
とコンクリート製蓋ブロック21の接合構造において
は、U字溝ブロック20の上端面に図6に示すほぞ部材
13を形成する有頭ピンを突設し、他方蓋ブロック21
にはほぞ穴8を形成する係止バネ10を埋設し、上記ほ
ぞ部材13をほぞ穴8に対し挿入し、上記ほぞ部材13
の頭部14を係止バネ10に係合して上記U字溝ブロッ
ク20と蓋ブロック21を接合する。As a concrete example of the joint structure in this embodiment, a concrete U-shaped groove block 20 for constructing a side groove is provided.
In the joint structure of the concrete-made lid block 21 and the concrete lid block 21, a headed pin forming the tenon member 13 shown in FIG.
A locking spring 10 for forming a mortise hole 8 is embedded in the mortise member 8, and the mortise member 13 is inserted into the mortise hole 8 to form the mortise member 13.
The head 14 is engaged with the locking spring 10 to join the U-shaped groove block 20 and the lid block 21.
【0042】又地中埋設ボックスを形成するブロック2
2相互における接合構造においては、一方の箱形ブロッ
ク22の上端面に、図6に示すほぞ部材13を形成する
有頭ピンを突設し、他方の箱形ブロック又は蓋ブロック
22にはほぞ穴8を形成するインサート筒9と係止バネ
10を埋設し、上記ほぞ部材13をほぞ穴8に対し挿入
し、上記ほぞ部材13を係止バネ10に係合してブロッ
ク22相互を接合する。Block 2 for forming an underground buried box
In the two-joint structure, a headed pin forming the tenon member 13 shown in FIG. 6 is provided on the upper end surface of one box-shaped block 22, and the other box-shaped block or lid block 22 has a mortise hole. The insert cylinder 9 forming 8 and the locking spring 10 are embedded, the tenon member 13 is inserted into the tenon hole 8, and the tenon member 13 is engaged with the locking spring 10 to join the blocks 22 to each other.
【0043】以上接合構造によれば、部材点数が少なく
接合構造を簡素化し、安価な接合具を使用して所期の接
合目的が達成できる。又接合作業もほぞ部材13をほぞ
穴8内へ圧入するのみで迅速に行うことが可能となり、
作業時間の短縮が図られコストダウンを達成できる。According to the above joining structure, the number of members is small, the joining structure is simplified, and the intended joining purpose can be achieved by using an inexpensive joining tool. Also, the joining work can be performed quickly only by pressing the tenon member 13 into the tenon hole 8.
Work time can be shortened and cost can be reduced.
【0044】[0044]
【発明の効果】本発明のコンクリート製品における接合
構造によれば、部材点数を少なくして接合構造を簡素に
し、又安価な接合具を使用して所期の接合目的が達成で
きる。又接合作業もほぞ部材をほぞ穴内へ圧入するのみ
で容易に行え、作業時間の短縮が図られコストダウンを
達成できる。According to the joining structure of the concrete product of the present invention, the number of members can be reduced to simplify the joining structure, and the desired joining purpose can be achieved by using an inexpensive joining tool. Further, the joining work can be easily performed only by press-fitting the tenon member into the tenon, and the working time can be shortened and the cost can be reduced.
【図1】A乃至Cは従来のコンクリート製品における接
合構造を示す断面図。1A to 1C are cross-sectional views showing a joint structure in a conventional concrete product.
【図2】Aは本発明のコンクリート製品における接合構
造の一例の接合前の状態を、Bは接合後の状態を夫々示
す断面図。FIG. 2A is a cross-sectional view showing a state before joining of an example of a joining structure in a concrete product of the present invention, and B is a state after joining.
【図3】図2に示す接合構造により側溝を構築した例を
示す断面図。FIG. 3 is a cross-sectional view showing an example in which a side groove is constructed by the joining structure shown in FIG.
【図4】図2に示す接合構造により地中埋設ボックスを
構築した例を示す断面図。FIG. 4 is a cross-sectional view showing an example in which an underground buried box is constructed by the joining structure shown in FIG.
【図5】A乃至Cはほぞ部材を形成するピンの具体例を
各々示す断面図。5A to 5C are cross-sectional views each showing a specific example of a pin forming a tenon member.
【図6】Aは本発明の接合構造の他例の接合前の状態
を、Bは接合後の状態を夫々示す断面図。FIG. 6A is a sectional view showing a state before joining of another example of the joining structure of the present invention, and B is a sectional view showing a state after joining.
1,1′ ブロック 8 ほぞ穴 8a 小径部 9 インサート筒 9a フランジ 10 係止バネ 10a バネ片 10b 弾性係止部 11 内端リング 12 外端リング 13 ほぞ部材 13a 係止部 14 頭部 15 周溝 16 アンカー 17 結合ピン 18 取付孔 19 取付筒 20 U字溝ブロック 21 蓋ブロック 22 箱形ブロック又は蓋ブロック 23 孔 1,1 'block 8 mortise 8a small diameter part 9 Insert tube 9a flange 10 Locking spring 10a spring piece 10b Elastic locking part 11 Inner end ring 12 Outer ring 13 Mortise material 13a locking part 14 head 15 circumferential groove 16 anchor 17 coupling pin 18 mounting holes 19 mounting tube 20 U-shaped groove block 21 lid block 22 Box block or lid block 23 holes
フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E03F 5/04 E03F 3/04 E04B 1/41 E04B 1/48 Front page continued (58) Fields surveyed (Int.Cl. 7 , DB name) E03F 5/04 E03F 3/04 E04B 1/41 E04B 1/48
Claims (2)
クリート製品における接合構造であって、一方のブロッ
クにほぞ穴を形成するインサート筒を埋設し、該インサ
ート筒は上記ほぞ穴内に筒形の係止バネを保有し、該筒
形係止バネは上記ほぞ穴内に延在する該ほぞ穴の径方向
へ弾性変位可能な複数のバネ片を有し、該各バネ片の内
端を内端リングに連設すると共に同外端を外端リングに
連設し、上記各バネ片を上記内端リングと外端リング間
において径方向内方へ折曲して弾性係止部を形成し、他
方のブロックに係止部を有するほぞ部材を突設し、該ほ
ぞ部材を上記ほぞ穴内へ挿入することにより、上記係止
部を上記弾性係止部と弾力的に係合して抜け止めを図り
上記両ブロックを接合することを特徴とするコンクリー
ト製品における接合構造。1. A joint structure in a concrete product for joining concrete blocks to each other, wherein an insert cylinder for forming a mortise is embedded in one of the blocks, and the insert cylinder has a cylindrical locking spring in the mortise. The tubular locking spring has a plurality of spring pieces that extend in the mortise and can be elastically displaced in the radial direction of the mortise, and the inner ends of the spring pieces are connected to the inner end ring. The outer end is connected to the outer end ring, and each spring piece is bent inward in the radial direction between the inner end ring and the outer end ring to form an elastic locking portion. By projecting a tenon member having a locking portion and inserting the tenon member into the tenon hole, the locking portion is elastically engaged with the elastic locking portion to prevent the block from coming off. Connection in concrete products characterized by joining Structure.
クリート製品における接合構造であって、一方のブロッ
クにほぞ穴を形成する筒形の係止バネを埋設し、該係止
バネは上記ほぞ穴内に延在する複数のバネ片を有し、該
各バネ片の内端を内端リングに連設すると共に同外端を
外端リングに連設し、上記バネ片を上記内端リングと外
端リング間において径方向内方へ折曲して弾性係止部を
形成し、他方のブロックに係止部を有するほぞ部材を突
設し、該ほぞ部材を上記ほぞ穴内へ挿入することによ
り、上記係止部を上記弾性係止部に弾力的に係合して抜
け止めを図り上記両ブロックを接合することを特徴とす
るコンクリート製品における接合構造。2. A joint structure in a concrete product for joining concrete blocks to each other, wherein a cylindrical locking spring forming a mortise hole is embedded in one block, and the locking spring extends in the mortise hole. Between the inner end ring and the outer end ring, the inner end of each spring piece is connected to the inner end ring, and the outer end is connected to the outer end ring. In the radial direction to form an elastic locking portion, the other block is provided with a tenon member having a locking portion, and the tenon member is inserted into the tenon hole to lock the tenon member. A joint structure in a concrete product, characterized in that the both portions are joined by elastically engaging the elastically engaging portion with the elastic locking portion to prevent the portion from coming off.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP29053299A JP3384449B2 (en) | 1999-10-13 | 1999-10-13 | Joint structure in concrete products |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP29053299A JP3384449B2 (en) | 1999-10-13 | 1999-10-13 | Joint structure in concrete products |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2001107446A JP2001107446A (en) | 2001-04-17 |
| JP3384449B2 true JP3384449B2 (en) | 2003-03-10 |
Family
ID=17757254
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP29053299A Expired - Fee Related JP3384449B2 (en) | 1999-10-13 | 1999-10-13 | Joint structure in concrete products |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3384449B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100871143B1 (en) * | 2008-04-07 | 2008-12-05 | 정시영 | Reinforcement block device for cross section recovery of concrete structure and concrete cross section recovery method using the same |
| DE102011115715A1 (en) | 2011-10-12 | 2013-04-18 | Meese GmbH | Holder for pouring into a concrete element |
-
1999
- 1999-10-13 JP JP29053299A patent/JP3384449B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JP2001107446A (en) | 2001-04-17 |
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