JPH057805U - Truss joint structure - Google Patents
Truss joint structureInfo
- Publication number
- JPH057805U JPH057805U JP6437691U JP6437691U JPH057805U JP H057805 U JPH057805 U JP H057805U JP 6437691 U JP6437691 U JP 6437691U JP 6437691 U JP6437691 U JP 6437691U JP H057805 U JPH057805 U JP H057805U
- Authority
- JP
- Japan
- Prior art keywords
- bolt
- shaft
- sleeve
- inter
- tightening sleeve
- 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
Links
- 238000003780 insertion Methods 0.000 claims abstract description 8
- 230000037431 insertion Effects 0.000 claims abstract description 8
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 230000001141 propulsive effect Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
(57)【要約】
【目的】 トラスの接合構造において、ばね機構を小
形,簡略化すると共に、ボルトからのボルト締めスリー
ブの抜け落ちを防止する。
【構成】 軸部材接合用のねじ孔3を有する軸間接合体
2と、軸部材1とを接合するトラスの接合構造におい
て、次の構成とする。軸部材1の端部にはボルト挿通孔
5を有するエンド部材4を設ける。このエンド部材4の
ボルト挿通孔5に挿通されて軸部中間にスプライン9a
を有する頭6a付きのボルト6を設ける。このボルト6
に、両端が前記エンド部材4と前記軸間接合体2とに当
接し内面が前記スプライン6bに回転伝達可能に係合す
るボルト締めスリーブ9を被せる。このボルト締めスリ
ーブ9には、その先端に一部が連結されて前記ボルト6
を突出付勢するばね部材8を設ける。
(57) [Summary] [Purpose] In the joint structure of the truss, the spring mechanism is made small and simple, and the bolting sleeve is prevented from falling off from the bolt. [Structure] In a joint structure of a truss that joins the shaft member 1 and the inter-shaft joint body 2 having the screw holes 3 for joining the shaft members, the following structure is adopted. An end member 4 having a bolt insertion hole 5 is provided at the end of the shaft member 1. The spline 9a is inserted through the bolt insertion hole 5 of the end member 4 to the middle of the shaft portion.
A bolt 6 with a head 6a having This bolt 6
Then, a bolting sleeve 9 whose both ends are in contact with the end member 4 and the inter-shaft joint body 2 and whose inner surface is engaged with the spline 6b in a rotationally transmittable manner is covered. A part of the bolt tightening sleeve 9 is connected to the tip of the bolt tightening sleeve 9.
Is provided with a spring member 8 for urging.
Description
【0001】[0001]
この考案は、立体トラス等において鋼管等からなる軸部材の相互の接合を行う トラスの接合構造に関するものである。 The present invention relates to a joint structure of a truss for joining shaft members made of steel pipe or the like to each other in a space truss or the like.
【0002】[0002]
従来、駐車場や工場,集会場等の建造物において、屋根の骨組みとなる立体ト ラスを、パイプ製の軸部材と、これら軸部材を相互に接合する球状の軸間接合体 とで構成したものがある。 図6はその接合部の構造の具体例を示す。軸間接合体51は球状に形成されて、 各方向の軸部材52を接合する複数のねじ孔53が設けてある。軸部材52は鋼管から なり、端部に溶接したパイプエンド54に、ボルト56を挿通するアンカースリーブ 55が螺着してある。ボルト56は、軸部の中間にスプライン56aを設け、スプライ ン56aに噛み合う内部形状のボルト締めスリーブ57を外周に被せてある。アンカ ースリーブ55の後部には、ばね止め59に支持されたばね部材58が組み込んである 。 Conventionally, in a structure such as a parking lot, a factory, a meeting place, a three-dimensional trass which is a framework of a roof is composed of a pipe shaft member and a spherical inter-shaft joint body that mutually connects the shaft members. There is. FIG. 6 shows a specific example of the structure of the joint portion. The inter-axis joint body 51 is formed in a spherical shape and is provided with a plurality of screw holes 53 for joining the shaft members 52 in each direction. The shaft member 52 is made of a steel pipe, and an anchor sleeve 55 into which a bolt 56 is inserted is screwed to a pipe end 54 welded to the end portion. The bolt 56 is provided with a spline 56a in the middle of the shaft portion, and is covered with a bolting sleeve 57 having an internal shape that meshes with the spline 56a. A spring member 58 supported by a spring stopper 59 is incorporated in the rear portion of the anchor sleeve 55.
【0003】 接合作業は次のように行われる。まず、ボルト56をばね部材58に抗して押し込 めた状態で、ボルト締めスリーブ57と軸間接合体51のねじ孔53とを整合させる。 この状態でボルト締めスリーブ57を回転させると、スプライン56aにおける係合 のためにボルト56が回転する。ボルト56は、ばね部材58で推進力が与えられてい るため、前記の回転によりねじ孔53の入口部に噛み込み、ボルト締めスリーブ57 の回転を続けることにより締めつけられる。このようにして、軸部材52と軸間接 合体51との接合が行われる。The joining work is performed as follows. First, with the bolt 56 pressed against the spring member 58, the bolt tightening sleeve 57 and the screw hole 53 of the inter-shaft joint 51 are aligned. When the bolt tightening sleeve 57 is rotated in this state, the bolt 56 rotates due to the engagement at the spline 56a. Since the bolt 56 is given a propulsive force by the spring member 58, the bolt 56 is engaged with the entrance of the screw hole 53 by the above rotation, and is tightened by continuing the rotation of the bolt tightening sleeve 57. In this way, the shaft member 52 and the shaft indirect joint 51 are joined.
【0004】[0004]
しかし、図6の構成によると、ボルト56を挿通するアンカースリーブ55の後部 に、ボルト56を突出付勢するばね部材58を組み込んでいるため、このスリーブ後 部にばね止め59が必要になり、ばね機構が大形化し複雑になるという問題点があ る。 また、ボルト締めスリーブ57がボルト56に対して挿脱自在となっているため、 接合作業時にボルト締めスリーブ57がボルト56から抜け落ちることがあり、作業 の安全性や効率化を損なうという問題点もある。 However, according to the configuration of FIG. 6, since the spring member 58 for biasing the bolt 56 to project is incorporated in the rear portion of the anchor sleeve 55 through which the bolt 56 is inserted, a spring stopper 59 is required at the rear portion of this sleeve, There is a problem that the spring mechanism becomes large and complicated. In addition, since the bolt tightening sleeve 57 can be freely inserted into and removed from the bolt 56, the bolt tightening sleeve 57 may fall off from the bolt 56 during the joining work, which causes a problem that work safety and efficiency are impaired. is there.
【0005】 この考案は、ばね機構を小形,簡略化でき、ボルトからのボルト締めスリーブ の抜け落ちを防止できるトラスの接合構造を提供することである。The present invention is to provide a truss joint structure in which the spring mechanism can be downsized and simplified, and the bolting sleeve can be prevented from coming off from the bolt.
【0006】[0006]
この考案は、軸部材接合用のねじ孔を有する軸間接合体と、軸部材とを接合す るトラスの接合構造において、次の構成としたものである。 軸部材の端部にはボルト挿通孔を有するエンド部材を設ける。このエンド部材 のボルト挿通孔に挿通されて軸部中間に非円形断面部を有する頭付きのボルトを 設ける。このボルトに、両端が前記エンド部材と前記軸間接合体とに当接し内面 が前記非円形断面部に回転伝達可能に係合するボルト締めスリーブを被せる。こ のボルト締めスリーブには、その先端に一部が連結されて前記ボルトを突出付勢 するばね部材を設ける。 This invention has the following configuration in a joint structure of a truss for joining an inter-shaft joint body having a screw hole for joining a shaft member and a shaft member. An end member having a bolt insertion hole is provided at the end of the shaft member. A bolt with a head having a non-circular cross section is inserted in the middle of the shaft and is inserted into the bolt insertion hole of this end member. The bolt is covered with a bolting sleeve whose both ends are in contact with the end member and the inter-shaft joint body, and whose inner surface is engaged with the non-circular cross-section so as to be rotatable. The bolting sleeve is provided with a spring member, a part of which is connected to the tip of the bolting sleeve to bias the bolt.
【0007】[0007]
ばね部材の付勢力によりボルト締めスリーブより突出したボルトの先端を軸間 接合体のねじ孔部分に当て、ばね部材の付勢力でボルト先端が軸間接合体のねじ 孔に押し付けられた状態とする。この状態で、ボルト締めスリーブを所定方向に 回転させると、前記ボルトは、ボルト締めスリーブと共に回転しながらボルト締 めスリーブから突出し、軸間接合体のねじ孔にねじ込まれる。 The tip of the bolt protruding from the bolt tightening sleeve is applied to the screw hole portion of the inter-shaft joint by the biasing force of the spring member, and the tip of the bolt is pressed against the screw hole of the inter-shaft joint by the biasing force of the spring member. In this state, when the bolt tightening sleeve is rotated in a predetermined direction, the bolt is projected from the bolt tightening sleeve while rotating together with the bolt tightening sleeve, and is screwed into the screw hole of the inter-shaft joint body.
【0008】[0008]
この考案の一実施例を図1ないし図5に基づいて説明する。 図4(A)〜(C)は、各々このトラスの接合構造を適用した立体トラスの平 面図、側面図および正面図である。各軸部材1は、四面体の稜線に位置するよう に配置され、各四面体の角部において、軸間接合体2で相互に接合される。 図5に示すように、軸間接合体2は球状に形成され、各方向の軸部材1を接合 する複数のねじ孔3が設けてある。 An embodiment of the present invention will be described with reference to FIGS. 4A to 4C are a plan view, a side view and a front view of a space truss to which the joint structure of the truss is applied, respectively. Each shaft member 1 is arranged so as to be located on the ridgeline of the tetrahedron, and is joined to each other at the corner portion of each tetrahedron by the inter-axis joint body 2. As shown in FIG. 5, the inter-shaft joined body 2 is formed in a spherical shape, and is provided with a plurality of screw holes 3 for joining the shaft members 1 in each direction.
【0009】 図1は軸部材1と軸間接合体2との接合構造を示す。軸部材1は鋼管からなり 、エンド部材4が端部に溶接してある。エンド部材4は、軸部材1の端部に溶接 されるパイプエンド4aと、これに螺着されるアンカースリーブ4bとからなり 、このアンカースリーブ4bは、ボルト6を挿通させるボルト挿通孔5を有する 。FIG. 1 shows a joint structure between a shaft member 1 and an inter-shaft joint body 2. The shaft member 1 is made of steel pipe, and the end member 4 is welded to the end portion. The end member 4 includes a pipe end 4a welded to the end of the shaft member 1 and an anchor sleeve 4b screwed to the pipe end 4a. The anchor sleeve 4b has a bolt insertion hole 5 through which a bolt 6 is inserted. ..
【0010】 ボルト6は、拡径した頭部6aを有すると共に、その頭部6aから軸部の中間 にかけてスプライン等からなる非円形断面部6bを形成したものである。このボ ルト6の外周には、その非円形断面部6bの形状に合致した非円形断面内部9a を後半部に有するボルト締めスリーブ9が被せられる。ボルト締めスリーブ9の 外面は六角形状等に形成されている。The bolt 6 has a head portion 6a having an enlarged diameter, and a non-circular cross-section portion 6b formed of a spline or the like is formed from the head portion 6a to the middle of the shaft portion. The outer periphery of the bolt 6 is covered with a bolting sleeve 9 having a non-circular cross-section inside 9a matching the shape of the non-circular cross-section 6b in the rear half. The outer surface of the bolt tightening sleeve 9 is formed in a hexagonal shape or the like.
【0011】 ボルト締めスリーブ9内の先端部には内スリーブ7を介してばね部材8の一部 が連結されている。すなわち、内スリーブ7内に配置したばね部材8の一端が内 スリーブ7の先端部に溶接等で連結され、この内スリーブ7がボルト締めスリー ブ9内の前半部に装着固定される。この場合のばね部材8は円錐台状のコイルば ねからなり、その小径端がボルト6のねじ溝に螺合した状態で係止させられ、ボ ルト6をボルト締めスリーブ9から突出する側に付勢する。A part of the spring member 8 is connected to the tip of the bolt tightening sleeve 9 via the inner sleeve 7. That is, one end of the spring member 8 arranged in the inner sleeve 7 is connected to the tip portion of the inner sleeve 7 by welding or the like, and the inner sleeve 7 is mounted and fixed to the front half of the bolt tightening sleeve 9. In this case, the spring member 8 is composed of a truncated cone-shaped coil spring, and the small diameter end of the spring member 8 is engaged with the thread groove of the bolt 6 so as to lock the bolt 6 on the side projecting from the bolt tightening sleeve 9. Energize.
【0012】 図3は、軸部材1、エンド部材4、ボルト6、内スリーブ7およびボルト締め スリーブ9を分解状態で示した図である。 上記構成の接合手順を説明する。まず、ボルト6をエンド部材4に内側から挿 通する。エンド部材4は予め軸部材1に溶接したものである。 この後、ボルト6の先端からボルト締めスリーブ9を挿入し、その非円形断面 内部9aをボルト6の非円形断面部6bに嵌合させる。FIG. 3 is a view showing the shaft member 1, the end member 4, the bolt 6, the inner sleeve 7, and the bolt tightening sleeve 9 in an exploded state. The joining procedure of the above configuration will be described. First, the bolt 6 is inserted into the end member 4 from the inside. The end member 4 is welded to the shaft member 1 in advance. After that, the bolt tightening sleeve 9 is inserted from the tip of the bolt 6, and the inside 9a of the non-circular cross section is fitted to the non-circular cross section 6b of the bolt 6.
【0013】 次に、ボルト6の先端側をボルト締めスリーブ9から突出させた状態で、この ボルト6のねじ溝に内スリーブ7内のばね部材8の小径端を螺合状態に係止する 。すなわち、ボルト6の先端部外周に内スリーブ9を被せた状態のもとで、内ス リーブ7を所定方向に回転させることにより、ボルト6のねじ溝にばね部材8の 先端部を係止させる。Next, with the tip end side of the bolt 6 protruding from the bolt tightening sleeve 9, the small diameter end of the spring member 8 in the inner sleeve 7 is screwed into the thread groove of the bolt 6. That is, while the inner sleeve 9 is covered on the outer circumference of the tip of the bolt 6, the inner sleeve 7 is rotated in a predetermined direction to lock the tip of the spring member 8 in the thread groove of the bolt 6. ..
【0014】 さらに、内スリーブ7をボルト締めスリーブ9内の前半部に嵌合させて溶接等 によって固定する。これによって、接合準備が完了する。この状態のもとで、ボ ルト6の先端側がボルト締めスリーブ9から充分に突出する。Further, the inner sleeve 7 is fitted into the front half of the bolt tightening sleeve 9 and fixed by welding or the like. This completes the preparation for joining. Under this condition, the tip side of the bolt 6 fully projects from the bolting sleeve 9.
【0015】 接合に際しては、図2に示すようにボルト6をばね部材8に抗してボルト締め スリーブ9内に没入させ、ボルト6の先端を軸間接合体2のねじ孔3に整合させ る。これにより、ボルト6はばね部材8の付勢力によって軸間接合体2のねじ孔 3に対する初期推進力が得られる。At the time of joining, as shown in FIG. 2, the bolt 6 is retracted into the bolt tightening sleeve 9 against the spring member 8 and the tip of the bolt 6 is aligned with the screw hole 3 of the inter-shaft joint body 2. As a result, the bolt 6 obtains an initial propulsive force for the screw hole 3 of the inter-shaft joint body 2 by the urging force of the spring member 8.
【0016】 この状態のもとで、ボルト締めスリーブ9を所定の方向に回転させる。これに より、ボルト6がボルト締めスリーブ9と共に回転し、軸間接合体2のねじ孔3 にねじ込まれる。 このようにねじ込みを行って、図1のようにボルト6の頭部6aがエンド部材 4の端面に当接し、ボルト締めスリーブ9がエンド部材4と軸間接合体2との間 で突っ張り状態になるまで締め付けられると、接合が完了する。Under this state, the bolt tightening sleeve 9 is rotated in a predetermined direction. As a result, the bolt 6 rotates together with the bolt tightening sleeve 9 and is screwed into the screw hole 3 of the inter-shaft joint body 2. By screwing in this way, the head portion 6a of the bolt 6 contacts the end surface of the end member 4 as shown in FIG. 1, and the bolt tightening sleeve 9 is in a tensioned state between the end member 4 and the inter-shaft joint body 2. When tightened up, the joining is completed.
【0017】 このトラスの接合構造によると、このようにばね部材8がボルト締めスリーブ 9内に配置されるので、従来例の場合のようにエンド部材4側にばね部材8を配 置するための収容部を形成する必要がなく、ばね機構が簡略化され、アンカース リーブ4b等の部品が小型化される。 また、ボルト6とボルト締めスリーブ9とはばね部材8を介して連結されてい るので、ボルト6からボルト締めスリーブ9が抜け落ちるということがない。According to the joint structure of the truss, the spring member 8 is thus arranged in the bolting sleeve 9, so that the spring member 8 is arranged on the end member 4 side as in the case of the conventional example. There is no need to form a housing, the spring mechanism is simplified, and the components such as the anchor sleeve 4b are downsized. Further, since the bolt 6 and the bolt tightening sleeve 9 are connected via the spring member 8, the bolt tightening sleeve 9 does not fall off from the bolt 6.
【0018】 なお、前記実施例ではエンド部材4をパイプエンド4aとアンカースリーブ4bと で構成したが、一体の部品としても良い。また、前記実施例ではばね部材8の取 付けに内スリーブ7を用いたが、内スリーブ7を設けずに直接にばね部材8をボ ルト締めスリーブ9に結合しても良い。さらに、ボルト6の非円形断面部6bは、 スプラインに限らず、角軸や楕円軸等で構成しても良い。Although the end member 4 is composed of the pipe end 4a and the anchor sleeve 4b in the above embodiment, it may be an integral part. Further, although the inner sleeve 7 is used for mounting the spring member 8 in the above-described embodiment, the spring member 8 may be directly coupled to the bolt tightening sleeve 9 without providing the inner sleeve 7. Furthermore, the non-circular cross-section 6b of the bolt 6 is not limited to a spline, and may be configured with an angular axis, an elliptical axis, or the like.
【0019】[0019]
この考案のトラスの接合構造は、ボルト締めスリーブの先端にボルトを突出付 勢するばね部材の一部を連結したため、ボルトを軸間接合体側に突出付勢するば ね機構を小形,簡略化できると共に、ボルトからのボルト締めスリーブの抜け落 ちも防止でき、接合作業の安全性および作業効率を向上させることができるとい う効果がある。。 In the joint structure of the truss of the present invention, since a part of the spring member for urging and projecting the bolt is connected to the tip of the bolt tightening sleeve, the spring mechanism for urging and projecting the bolt toward the inter-shaft joint can be downsized and simplified. At the same time, it is possible to prevent the bolt tightening sleeve from coming off from the bolt, and it is possible to improve the safety and work efficiency of the joining work. .
【図1】この考案の一実施例の接合状態を示す破断側面
図である。FIG. 1 is a cutaway side view showing a joined state of an embodiment of the present invention.
【図2】その接合前の状態を示す破断側面図である。FIG. 2 is a cutaway side view showing a state before joining.
【図3】その分解状態の側面図である。FIG. 3 is a side view of the disassembled state.
【図4】その接合構造を適用したトラスの平面図,側面
図および正面図である。FIG. 4 is a plan view, a side view and a front view of a truss to which the joining structure is applied.
【図5】その部分拡大正面図である。FIG. 5 is a partially enlarged front view of the same.
【図6】従来例の断面図である。FIG. 6 is a sectional view of a conventional example.
1…軸部材、2…軸間接合体、3…ねじ孔、4…エンド
部材、5…ボルト挿通孔、6…ボルト、6a…頭部、6
b…非円形断面部、8…ねじ部材、9…ボルト締めスリ
ーブDESCRIPTION OF SYMBOLS 1 ... Shaft member, 2 ... Inter-axis joint body, 3 ... Screw hole, 4 ... End member, 5 ... Bolt insertion hole, 6 ... Bolt, 6a ... Head part, 6
b ... Non-circular cross section, 8 ... Screw member, 9 ... Bolt tightening sleeve
Claims (1)
体と、軸部材の端部に設けられボルト挿通孔を有するエ
ンド部材と、このエンド部材の前記ボルト挿通孔に挿通
されて軸部中間に非円形断面部を有する頭付きのボルト
と、このボルトに被されて両端が前記エンド部材と前記
軸間接合体とに当接し内面が前記非円形断面部に回転伝
達可能に係合するボルト締めスリーブと、このボルト締
めスリーブの先端に一部が連結されて前記ボルトを突出
付勢するばね部材とを備えたトラスの接合構造。[Claims for utility model registration] 1. An inter-shaft joined body having screw holes for joining shaft members, an end member having a bolt insertion hole provided at an end portion of the shaft member, and the bolt of the end member. A headed bolt that is inserted into the insertion hole and has a non-circular cross section in the middle of the shaft portion, and both ends of the bolt that are covered by the bolt come into contact with the end member and the inter-shaft joint body and the inner surface is the non-circular cross section. A joint structure for a truss including a bolt tightening sleeve that engages in a rotationally transmittable manner, and a spring member that is partially connected to the tip of the bolt tightening sleeve and that biases the bolt to project.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1991064376U JPH08403Y2 (en) | 1991-07-17 | 1991-07-17 | Truss joint structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1991064376U JPH08403Y2 (en) | 1991-07-17 | 1991-07-17 | Truss joint structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH057805U true JPH057805U (en) | 1993-02-02 |
| JPH08403Y2 JPH08403Y2 (en) | 1996-01-10 |
Family
ID=13256524
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1991064376U Expired - Lifetime JPH08403Y2 (en) | 1991-07-17 | 1991-07-17 | Truss joint structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH08403Y2 (en) |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0173202U (en) * | 1987-11-02 | 1989-05-17 |
-
1991
- 1991-07-17 JP JP1991064376U patent/JPH08403Y2/en not_active Expired - Lifetime
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0173202U (en) * | 1987-11-02 | 1989-05-17 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH08403Y2 (en) | 1996-01-10 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP2005133796A (en) | Pipe fittings | |
| JPH057805U (en) | Truss joint structure | |
| JPH0634482Y2 (en) | Truss joint structure | |
| JP3464364B2 (en) | Fishing reel | |
| JP2683190B2 (en) | Joining method of ball joint and rod of space truss | |
| JPH0693668A (en) | Connection structure of truss | |
| JP2543635Y2 (en) | Connection structure between metal parts and resin parts | |
| JP2880652B2 (en) | Truss joint structure | |
| JP2540215Y2 (en) | Connection structure of crank and pedal shaft | |
| JP2748100B2 (en) | Space truss fittings | |
| JPH072771Y2 (en) | Rotating jig for PC steel rod | |
| JPH0120401Y2 (en) | ||
| JPH11336186A (en) | Truss junction structure | |
| JPH0717467U (en) | wrench | |
| JP2672440B2 (en) | Joint structure of ball joint and rod of space truss | |
| JPH028702Y2 (en) | ||
| JPS5825063Y2 (en) | Connection devices such as panels | |
| JPH10114999A (en) | Ball joint of space truss | |
| JPH0448293Y2 (en) | ||
| JPH0329111Y2 (en) | ||
| JPH0538162Y2 (en) | ||
| JPH0343461Y2 (en) | ||
| JPH06108530A (en) | Space truss spherical joint-to-lever member joint construction | |
| JPH1018654A (en) | False wood fence and mounting bracket | |
| JPS6120738U (en) | Concrete formwork tightening device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| EXPY | Cancellation because of completion of term |