JP3005066U - Hanging bracket for space truss - Google Patents

Hanging bracket for space truss

Info

Publication number
JP3005066U
JP3005066U JP1994007924U JP792494U JP3005066U JP 3005066 U JP3005066 U JP 3005066U JP 1994007924 U JP1994007924 U JP 1994007924U JP 792494 U JP792494 U JP 792494U JP 3005066 U JP3005066 U JP 3005066U
Authority
JP
Japan
Prior art keywords
hook
collar
tubular body
space truss
truss
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 - Lifetime
Application number
JP1994007924U
Other languages
Japanese (ja)
Inventor
安敞 近藤
Original Assignee
近藤鋼材株式会社
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 近藤鋼材株式会社 filed Critical 近藤鋼材株式会社
Priority to JP1994007924U priority Critical patent/JP3005066U/en
Application granted granted Critical
Publication of JP3005066U publication Critical patent/JP3005066U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

(57)【要約】 【目的】 本考案は平面状立体トラスの外側或いは下方
へ保温材,断熱材,防音材,吸音材等のパネルボ−ドや
化粧板を直接に取付けることが出来るので、型枠工事が
簡略化でき、作業効率が極めて良好である。しかも物の
取付けが任意に選ぶことも可能となる。 【構成】 平面状立体トラスの丸棒に引掛ける引掛口11
を有すると共に該丸棒が挾持される押え棒12を有する略
F字状のフック1と、該フック1の下部に設けると共に
内部にネジ穴21を設けた筒体2と、その筒体2の下部に
固着させた鍔3とから構成し、それを一体成形するか或
いはフック1の下部が筒体2と螺合可能に成す。
(57) [Abstract] [Purpose] The present invention can directly attach a panel board or a decorative board such as a heat insulating material, a heat insulating material, a sound absorbing material, or a sound absorbing material to the outside or the lower side of the planar space truss. Frame work can be simplified and work efficiency is extremely good. Moreover, it is possible to arbitrarily attach the object. [Structure] Hook 11 for hooking round bar of planar space truss
And a substantially F-shaped hook 1 having a holding bar 12 for holding the round bar, a tubular body 2 provided at a lower portion of the hook 1 and having a screw hole 21 therein, and the tubular body 2 It is composed of a collar 3 fixed to the lower part and is integrally molded, or the lower part of the hook 1 can be screwed with the tubular body 2.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、溶着鉄筋で構成された平面状立体トラスに引掛けると共にその外側 或いは下方に保温材,断熱材,防音材,吸音材等のパネルボ−ドや化粧板を直接 型枠や堰板と成してコンクリ−トの打設が可能とするために用いられる立体トラ ス用吊り金具に関する。 The present invention hangs on a planar space truss composed of welded rebar, and a panel board or a decorative plate such as a heat insulating material, a heat insulating material, a sound absorbing material, and a sound absorbing material is directly formed on the outside or below of the truss to formwork or a dam plate. The present invention relates to a suspension fitting for a three-dimensional truss that is used to enable the placing of concrete.

【0002】[0002]

【従来の技術】[Prior art]

図7は従来のベニヤ型枠工法によって壁を施工する状態を示す図であり、この 施工方法に於いて用いるベニヤ板の型枠(5)を固定する金具としては、多数本 のコンクリ−ト型枠組立用セパレ−タ−(8)がある。これは型枠(5)間を所 定間隔に保持すると共に型枠(5)の外側からパイプ材を抱えて型枠(5)を固 定させ保持していた。 FIG. 7 is a diagram showing a state in which a wall is constructed by a conventional veneer formwork method. As a metal fitting for fixing the formwork (5) of the veneer plate used in this construction method, a large number of concrete formworks are used. There is an assembling separator (8). In this, the molds (5) were held at fixed intervals, and the pipes were held from the outside of the molds (5) to fix and hold the molds (5).

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

しかしながら、前記コンクリ−ト型枠組立用セパレ−タ−(8)を用いてベニ ヤ型枠工法で壁が施工される場合、予め鉄筋(9)を壁位置に一本ずつ入れて結 束することにより、鉄筋(9)が固定されていた。この時、建込まれた鉄筋(9 )が不安定な場合には、鉄筋(9)の量を増加したり、壁幅を広くさせていた。 このため、工数や材料費のコストアップとなっていた。またセパレ−タ−(8) を取付けてベニヤ板の型枠(5)を固定して保持する際、先ず片側の型枠(5) 穴にセパレ−タ−(8)を合わせてその型枠(5)の外側からパイプ材を抱えて 固定させ保持し、その後に、他方側の型枠(5)穴にセパレ−タ−(8)を合わ せて順次固定し保持させる。このため、セパレ−タ−(8)の両側に作業者が一 人ずつ必要となり、更に他方側の型枠(5)穴にセパレ−タ−(8)を合わせて 固定させるには、熟練技能がないとなかなか合わせることができず、型枠組立が 難しかった。次にコンクリ−トの打設後に於いては、両側に固定したベニヤ板の 型枠(5)を外し、その後、コンクリ−トの表面にパネルボ−ドや化粧板を取付 けなければならず、型枠外し作業及び壁の表面仕上げが必ず行われ、人手と時間 が多く掛っていた。更に床の施工に於いては一般に、コンクリ−トの打設後、物 を吊設する場合には、コンクリ−トに穴加工を行って天井用インサ−トを埋設さ せたり、或いは予め天井用インサ−トをコンクリ−トの打設前に取付け、その後 にコンクリ−トを打設して物を吊設可能にさせていたが、手間が掛ると共に天井 用インサ−トの垂直が出しにくいため、物を吊設するのに多くの時間を費やさな ければならなかった。しかも任意な位置に物を吊設することが困難である等の問 題点があった。 However, when a wall is constructed by the veneer formwork method using the concrete formwork assembling separator (8), the reinforcing bars (9) are put in the wall position one by one and bound. As a result, the reinforcing bar (9) was fixed. At this time, when the built-in reinforcing bar (9) is unstable, the amount of the reinforcing bar (9) is increased or the wall width is widened. As a result, man-hours and material costs are increased. Further, when the separator (8) is attached and the form (5) of the veneer plate is fixed and held, first, the separator (8) is fitted to the hole of the form (5) on one side and the form ( The pipe material is held and fixed from the outside of 5), and then the separator (8) is fitted to the hole of the mold (5) on the other side and sequentially fixed and held. For this reason, one operator is required on each side of the separator (8), and it is necessary to have a skilled skill to fix the separator (8) in the hole of the mold (5) on the other side. Without it, we couldn't easily match, and it was difficult to assemble the formwork. Next, after placing the concrete, the formwork (5) of the veneer plates fixed on both sides must be removed, and then the panel board or the decorative plate must be attached to the surface of the concrete. The work of removing the frame and the surface finishing of the wall were always performed, which required a lot of manpower and time. Furthermore, in the construction of floors, generally, when an object is hung after the concrete is placed, holes are drilled in the concrete to bury the ceiling insert, or the ceiling is preliminarily laid. The installation insert was installed before the concrete was placed, and then the concrete was placed to make it possible to hang objects, but this is time-consuming and it is difficult to vertically raise the ceiling insert. So I had to spend a lot of time hanging things. Moreover, there were problems such as difficulty in suspending objects at arbitrary positions.

【0004】 本考案は平面状立体トラスの外側或いは下方へ直接に保温材,断熱材,防音材 ,吸音材等のパネルボ−ドや化粧板が取付けられることが可能となると共に物の 取付けが任意に選ぶことも可能となる作業効率の良い立体トラス用吊り金具を提 供するにある。According to the present invention, a panel board such as a heat insulating material, a heat insulating material, a soundproofing material, a sound absorbing material, or a decorative board can be directly attached to the outer side or the lower side of a planar space truss, and the attachment of an object is optional. It is possible to provide a suspension member for a space truss with good work efficiency that can be selected as well.

【0005】[0005]

【課題を解決するための手段】[Means for Solving the Problems]

上記問題点を解決するために本考案は成されたものであり、つまり、平面状立 体トラスの丸棒に引掛ける引掛口を有すると共に該丸棒が挾持される押え棒を有 する略F字状のフックと、該フックの下部に設けると共に内部にネジ穴を設けた 筒体と、その筒体の下部に固着させた鍔とから構成し、それを一体成形するか或 いはフックの下部が筒体と螺合可能に成す。 The present invention has been made to solve the above-mentioned problems, that is, an F-shape having a hook for hooking a round bar of a planar standing truss and a holding bar for holding the round bar. It is composed of a character-shaped hook, a tubular body provided in the lower portion of the hook and having a screw hole inside, and a brim fixed to the lower portion of the tubular body, and it is formed integrally with the hook. The lower part can be screwed into the cylinder.

【0006】[0006]

【作用】[Action]

次に本考案の使い方について説明する。先ず本考案品を用いて壁の施工を行う 場合について説明すると、予め平面状立体トラス(4)を所定位置に建込みして おき、その立体トラス(4)の丸棒にフック(1)の引掛口(11)を挿入して奥 まで入れて引掛ける。するとフック(1)には押え棒(12)があるので、フック (1)は引掛け方向に対して規制されて抜けることなく取付けることができる。 このようにして立体トラス(4)の外側面の両側に引掛ける。この時、フック( 1)の引掛け間隔はパネルボ−ドなどの型枠(5)の横幅間隔を保持しながら立 体トラス(4)に順次掛着する。そしてフック(1)の外側に設けた鍔(3)の 裏面に型枠(5)を当て、且つ型枠(5)の外側から受けビ−ム(6)を当てる 。そして、締結部材(7)のワッシャ(72)付き取付ボルト(71)を取付部(61 )に挿入して筒体(2)のネジ穴(21)と螺合させることにより、型枠(5)は 鍔(3)と受けビ−ム(6)に挾まれて固定されるのである(図5参照)。前記 立体トラス(4)の両面に、本考案品と受けビ−ム(6)とによって型枠(5) が全て配置完了後、コンクリ−トを打設すれば、パネルボ−ドなどが型枠(5) の役割を果すため、壁へ直接に保温材,断熱材,防音材,吸音材等のパネルボ− ドや化粧板を取付けることが可能となるのである。又、本考案品を用いる際、立 体トラス(4)に対し、従来のようなセパレ−タ−(8)の両側に作業者が一人 ずつ着いて、その同位置に型枠(5)を取付けなくとも、任意に且つ作業者が一 人で片側ずつ型枠(5)を取付けることができ、素人でも簡単に手前から順番に 取付ければ良い。しかも立体トラス(4)が使用できるので、鉄筋(9)の位置 が安定し結束する必要もなく、鉄筋(9)の量を増やしたり壁幅を広くする必要 もなくなる。 Next, how to use the present invention will be described. First, the case of constructing a wall using the product of the present invention will be described. The planar space truss (4) is installed in advance at a predetermined position, and the hook (1) is attached to the round bar of the space truss (4). Insert the hook (11), insert it all the way in, and hook it. Then, since the hook (1) has the presser bar (12), the hook (1) is restricted in the hooking direction and can be attached without coming off. In this way, the space truss (4) is hooked on both sides of the outer surface. At this time, the hooks (1) are successively hooked on the vertical truss (4) while maintaining the lateral width of the form (5) such as the panel board. Then, the form (5) is applied to the back surface of the collar (3) provided on the outside of the hook (1), and the receiving beam (6) is applied from the outside of the form (5). Then, the mounting bolt (71) with the washer (72) of the fastening member (7) is inserted into the mounting portion (61) and screwed into the screw hole (21) of the tubular body (2), whereby the form (5) ) Is sandwiched between the collar (3) and the receiving beam (6) and fixed (see FIG. 5). When the concrete frame (5) is completely arranged on both sides of the space truss (4) by the product of the present invention and the receiving beam (6), if concrete is placed, a panel board or the like is formed. In order to fulfill the role of (5), it is possible to directly attach panel boards such as heat insulating materials, heat insulating materials, soundproofing materials, sound absorbing materials, etc. to the walls and decorative plates. Further, when the present invention is used, one worker is placed on each side of the conventional separator (8) with respect to the standing truss (4), and the formwork (5) is placed at the same position. Even if it is not attached, the worker can attach the formwork (5) arbitrarily by one person on each side, and even an amateur can easily attach it in order from the front. Moreover, since the space truss (4) can be used, the position of the reinforcing bar (9) does not need to be stable and bound, and it is not necessary to increase the amount of the reinforcing bar (9) or widen the wall width.

【0007】 次に本考案品を用いて床の施工を行う場合について説明すると、先ず始めに、 予め配置された立体トラス(4)にフック(1)を上記要領で順次引掛けていく 。そしてフック(1)の下方に設けた鍔(3)の上面にパネルボ−ドなどの堰板 (5')を乗せ、その長手方向側面を鍔(3)で支持させる。次に前記堰板(5' )の他側面を支持するために、フック(1)を立体トラス(4)に引掛けながら 鍔(3)によって堰板(5')の他側面を所定間隔で支持していく。そして前記 鍔(3)の半分に新たな堰板(5')の側面側を乗せ、堰板(5')を支持する。 また他側面側も上記同様にしてフック(1)を立体トラス(4)に引掛けながら 鍔(3)で支持していき、全ての堰板(5')を支持させる。尚、前記フック( 1)は下部にネジ部(13)を設けたものを用い、且つ、予めかぶり深さに対応し た長さのものを用いて筒体(2)のネジ穴(21)と螺合させて所定長さにセット したものを用いる(図3参照)。又、必要に応じて角柱状の受けビ−ム(6)を 下方に配置させると共にその下方から締結部材(7)によって筒体(2)のネジ 穴(21)と螺合させ固定する。全ての堰板(5')の配置が完了した後、コンク リ−トを打設すれば良い。打設後は、鍔(3)を回転することによって、鍔(3 )付き筒体(2)を回収することが出来るので、非常に経済的である。尚、前記 堰板(5')として、石膏ボ−ド,木網セメント板,石綿セメント板,繊維板, パ−ティクルボ−ド,合板などを用いると良い。又、本考案品をそのまま残して おけば、その吊設位置にはネジ穴(21)が形成されているため、従来のような後 加工することなく、即座にそのネジ穴(21)を利用し、物を任意位置に吊設する ことが可能となる(図6参照)。Next, a case of performing floor construction using the product of the present invention will be described. First, the hook (1) is hooked in sequence on the preliminarily arranged space truss (4) in the above-described manner. Then, a barrier plate (5 ') such as a panel board is placed on the upper surface of the collar (3) provided below the hook (1), and the side surface in the longitudinal direction is supported by the collar (3). Next, in order to support the other side surface of the weir plate (5 '), while hooking the hook (1) on the space truss (4), the other side surface of the weir plate (5') is set at a predetermined interval by the collar (3). I will support you. Then, the side surface side of the new dam plate (5 ') is placed on half of the collar (3) to support the dam plate (5'). On the other side, the hook (1) is hooked on the space truss (4) in the same manner as above, and is supported by the collar (3) to support all the dam plates (5 '). The hook (1) is provided with a threaded portion (13) at the bottom, and the hook (1) has a length corresponding to the covering depth in advance, and the screw hole (21) of the tubular body (2) is used. Use the one that is screwed and set to a predetermined length (see Fig. 3). If necessary, a prism-shaped receiving beam (6) is arranged below, and a fastening member (7) is screwed from below to the screw hole (21) of the cylindrical body (2) to fix it. After the placement of all the dam plates (5 ') is completed, the concrete may be placed. After the driving, the collar body (2) with the collar body (3) can be recovered by rotating the collar body (3), which is very economical. As the dam plate (5 '), gypsum board, wood mesh cement board, asbestos cement board, fiber board, particle board, plywood, etc. may be used. Also, if the product of the present invention is left as it is, the screw hole (21) is formed at the hanging position, so that the screw hole (21) can be immediately used without post-processing as in the past. Then, it becomes possible to suspend the object at an arbitrary position (see FIG. 6).

【0008】[0008]

【実施例】【Example】

図2は本考案の実施例を示す図であり、これに基づいて説明する。(1)は立 体トラス(4)の丸棒に引掛ける引掛口(11)を有すると共に該丸棒が挾持され る押え棒(12)を有した略F字状のフックである。(2)はフック(1)の下部 に固着すると共に内部にネジ穴(21)を設けた筒体であり、(3)は筒体(2) の下部に設けた円形の鍔である。また前記フック(1),筒体(2),鍔(3) は一体に成形されている。尚、前記フック(1),筒体(2),鍔(3)は金属 材料を用い、量産品としては鉄製品を用いる。また鍔(3)の形状は円形に限定 されるものではなく、例えば四角形や六角形でも良い。 FIG. 2 is a diagram showing an embodiment of the present invention, and description will be made based on this. (1) is a substantially F-shaped hook having a hooking port (11) for hooking the round bar of the standing truss (4) and a holding bar (12) for holding the round bar. (2) is a cylindrical body fixed to the lower part of the hook (1) and provided with a screw hole (21) inside, and (3) is a circular brim provided at the lower part of the cylindrical body (2). Further, the hook (1), the tubular body (2) and the collar (3) are integrally formed. A metal material is used for the hook (1), the cylindrical body (2), and the collar (3), and iron products are used as mass-produced products. Further, the shape of the collar (3) is not limited to the circular shape, and may be, for example, a quadrangle or a hexagon.

【0009】 図3は本考案の別実施例を示す図であり、これは前記実施例と比べると、フッ ク(1)の下部には外形よりも細いネジ部(13)を設け、且つそのネジ部(13) と螺合するネジ穴(21)を貫通させた筒体(2)の下部に鍔(3)を固着し、前 記フック(1)が分離可能としたものである。尚、前記フック(1)の長さは、 かぶり深さに対応したものが数種類用意されている。FIG. 3 is a view showing another embodiment of the present invention, which is different from the above-mentioned embodiment in that the lower portion of the hook (1) is provided with a screw portion (13) thinner than the outer shape thereof. The collar (3) is fixed to the lower part of the tubular body (2) which is passed through the screw hole (21) screwed with the screw portion (13), and the hook (1) is separable. Several kinds of hooks (1) having different lengths corresponding to the depth of fog are prepared.

【0010】[0010]

【考案の効果】[Effect of device]

本考案はこのように構成させたことにより、下記に記載する効果を有する。 By having such a configuration, the present invention has the following effects.

【0011】 請求項1のように引掛口(11)と押え棒(12)を有する略F字状のフック(1 )と、該フック(1)の下部に設けると共にネジ穴(21)を設けた筒体(2)と 、その筒体(2)の下部に設けた鍔(3)とから構成させたことにより、立体ト ラス(4)の外側に保温材,断熱材,防音材,吸音材等のパネルボ−ドや化粧板 を直接に吊設させて型枠(5)或いは堰板(5')として取付けることが可能と なり、型枠工事が簡略化できるため、作業効率が極めて良い。またコンクリ−ト 打設後、前記筒体(2)のネジ穴(21)を利用して物を吊設させることが極めて 簡単に出来るため、従来のような天井用インサ−トが不要であると共に、本考案 品が定間隔で取付けられているので、物の吊設位置も任意に選択でき、非常に便 利な吊り金具となる。A substantially F-shaped hook (1) having a hooking port (11) and a presser bar (12) as in claim 1, and a screw hole (21) provided under the hook (1) The cylindrical body (2) and the collar (3) provided at the lower part of the cylindrical body (2) make it possible to provide a heat insulating material, a heat insulating material, a soundproofing material, and a sound absorbing material on the outside of the three-dimensional trass (4). It is possible to hang a panel board such as wood or a decorative plate directly and attach it as a form (5) or weir plate (5 '), which simplifies the form work, resulting in extremely good work efficiency. . Further, after the concrete is laid, it is extremely easy to suspend the object by using the screw hole (21) of the cylindrical body (2), so that the conventional ceiling insert is unnecessary. At the same time, since the product of the present invention is attached at regular intervals, the hanging position of the object can be arbitrarily selected, and it becomes a very convenient hanging metal fitting.

【0012】 請求項2のようにフック(1),筒体(2),鍔(3)を一体成形させたこと により、極めて安く且つ大量生産が可能となるので、型枠作業の部品点数が減少 されてその管理が簡単となる。By integrally molding the hook (1), the tubular body (2) and the collar (3) as in claim 2, extremely cheap and mass production is possible, so that the number of parts for formwork is reduced. It is reduced and its management becomes easier.

【0013】 請求項3のようにフック(1)と鍔(3)付き筒体(2)が分離できることに より、かぶり深さに対し、フック(1)の長さだけを、かぶり深さに対応させて 数種類用意するだけで容易に対応出来る。またコンクリ−ト打設後、鍔(3)を 回転することによって、鍔(3)付き筒体(2)を回収することができ、非常に 経済的である。Since the hook (1) and the tubular body (2) with the collar (3) can be separated as in claim 3, only the length of the hook (1) is changed to the cover depth with respect to the cover depth. It can be easily handled by preparing several types in correspondence. Further, after the concrete is cast, by rotating the collar (3), the tubular body (2) with the collar (3) can be recovered, which is very economical.

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

【図1】本考案の実施例を示す斜視図である。FIG. 1 is a perspective view showing an embodiment of the present invention.

【図2】本考案の縦断面図である。FIG. 2 is a vertical sectional view of the present invention.

【図3】本考案の別実施例を示す縦断面図である。FIG. 3 is a vertical cross-sectional view showing another embodiment of the present invention.

【図4】本考案の使用状態を示す斜視図である。FIG. 4 is a perspective view showing a usage state of the present invention.

【図5】本考案の使用状態を示す断面図である。FIG. 5 is a cross-sectional view showing a usage state of the present invention.

【図6】本考案の別の使用状態を示す断面図である。FIG. 6 is a cross-sectional view showing another usage state of the present invention.

【図7】従来の施工方法で壁を施工する状態を示す説明
図である。
FIG. 7 is an explanatory view showing a state in which a wall is constructed by a conventional construction method.

【符号の説明】[Explanation of symbols]

1 フック 11 引掛口 12 押え棒 13 ネジ部 2 筒体 21 ネジ穴 3 鍔 4 立体トラス 1 Hook 11 Hooking port 12 Presser bar 13 Screw part 2 Cylindrical body 21 Screw hole 3 Tsuba 4 Space truss

Claims (3)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 立体トラス(4)の丸棒に引掛ける引掛
口(11)を有すると共に該丸棒が挾持される押え棒(1
2)を有する略F字状のフック(1)と、該フック
(1)の下部に設けると共に内部にネジ穴(21)を設け
た筒体(2)と、その筒体(2)の下部に固着させた鍔
(3)とから構成したことを特徴とする立体トラス用吊
り金具。
1. A holding rod (1) having a hooking port (11) for hooking a round bar of a space truss (4) and holding the round bar.
2) and a substantially F-shaped hook (1), a tubular body (2) provided in the lower portion of the hook (1) and internally provided with a screw hole (21), and a lower portion of the tubular body (2) A suspension fitting for a three-dimensional truss, characterized in that it is composed of a collar (3) fixed to the.
【請求項2】 略F字状のフック(1)と、内部にネジ
穴(21)を設けた筒体(2)と、鍔(3)とを一体成形
させて成る請求項1記載の立体トラス用吊り金具。
2. The three-dimensional body according to claim 1, wherein the substantially F-shaped hook (1), a tubular body (2) having a screw hole (21) provided therein, and a collar (3) are integrally molded. Hanging metal fittings for truss.
【請求項3】 略F字状のフック(1)の下部にネジ部
(13)を設け、該ネジ部(13)と螺合するネジ穴(21)
が貫通された筒体(2)の下部に鍔(3)を固着して成
る請求項1記載の立体トラス用吊り金具。
3. A screw part (13) is provided at a lower portion of the hook (1) having a substantially F shape, and a screw hole (21) is screwed with the screw part (13).
The suspension fitting for a three-dimensional truss according to claim 1, wherein the collar (3) is fixed to the lower portion of the cylindrical body (2) through which the collar penetrates.
JP1994007924U 1994-06-08 1994-06-08 Hanging bracket for space truss Expired - Lifetime JP3005066U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1994007924U JP3005066U (en) 1994-06-08 1994-06-08 Hanging bracket for space truss

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1994007924U JP3005066U (en) 1994-06-08 1994-06-08 Hanging bracket for space truss

Publications (1)

Publication Number Publication Date
JP3005066U true JP3005066U (en) 1994-12-06

Family

ID=43140976

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1994007924U Expired - Lifetime JP3005066U (en) 1994-06-08 1994-06-08 Hanging bracket for space truss

Country Status (1)

Country Link
JP (1) JP3005066U (en)

Similar Documents

Publication Publication Date Title
JP3005066U (en) Hanging bracket for space truss
JPH07317188A (en) Constructing method of reinforced concrete structure
JP2536267Y2 (en) Driving formwork for floor slabs and connecting device for self-supporting truss-like reinforcing bars
JP3005067U (en) Mounting bracket for wall formwork using space truss
JP2714763B2 (en) Construction method of reinforced concrete structure
JP3003623U (en) Hanging bracket for space truss
JP3005459U (en) Hanging beam for space truss
TWI762228B (en) Method for assembling embedded structure
JP3359145B2 (en) How to install the water stop plate
JPS6015842Y2 (en) ceiling
JPH061981Y2 (en) Kanzashi bar support metal fittings for beam reinforcement
JPH0646474Y2 (en) Accessories for clothes
JPH0410281Y2 (en)
JP2001107374A (en) Construction method for building foundation
JP2001227094A (en) Floor structure of steel framed building
JPH05187030A (en) Gravity-type retaining wall and manufacture thereof
JPH0648045Y2 (en) Unit for piping
JPH0925636A (en) Reinforcement suspension frame
JP2733536B2 (en) Beam rebar preassembly method and beam rebar suspension device
JPH05230913A (en) Form made of precast concrete and concrete placing method
JP2577145Y2 (en) Width stop member for base formwork construction for housing foundation
JPS6123538Y2 (en)
JP2536802Y2 (en) Construction rain shelter
JPH0647424U (en) Floor structural material
JPH05321377A (en) Arranging method of mesh reinforcement to reinforced concrete structure