JPH05844U - Height adjuster - Google Patents

Height adjuster

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Publication number
JPH05844U
JPH05844U JP5479991U JP5479991U JPH05844U JP H05844 U JPH05844 U JP H05844U JP 5479991 U JP5479991 U JP 5479991U JP 5479991 U JP5479991 U JP 5479991U JP H05844 U JPH05844 U JP H05844U
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JP
Japan
Prior art keywords
side walls
cam
underframe
cover frame
bolt
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.)
Pending
Application number
JP5479991U
Other languages
Japanese (ja)
Inventor
敏雄 相馬
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP5479991U priority Critical patent/JPH05844U/en
Publication of JPH05844U publication Critical patent/JPH05844U/en
Pending legal-status Critical Current

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  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

(57)【要約】 (修正有) 【目的】 建築構造物、仮設型枠各種設備などの施工物
を支持して鉛直方向または水平位置に調節配置する。 【構成】 断面U字状の台枠10の両側壁上端縁を傾斜
した直線状のカム11に形成する、一方、カム11上に
摺動して上下動する断面逆U字状の上枠16の両側壁下
端縁はカム11と同一傾斜端縁に形成する。上枠16の
外面に固着する覆枠20は頂壁に突条23を設け、両側
壁下部は台枠10の両側壁外面に重合し、覆枠20の一
方の側壁には台枠10の1側壁より外方に突出したボル
ト12で覆枠20を移動自在に上下動させる傾斜した案
内長孔24を設け、ボルト12にナット15を螺着する
ことにより覆枠20を所望高さ位置に緊締することを特
徴とする。
(57) [Summary] (Corrected) [Purpose] Supporting construction works such as building structures and temporary formwork equipment, and adjusting and arranging them vertically or horizontally. [Structure] An upper frame 16 having an inverted U-shaped cross section, in which upper end edges of both side walls of an underframe 10 having a U-shaped cross section are formed on a slanted linear cam 11, while sliding on the cam 11 to move up and down. The lower end edges of both side walls are formed on the same inclined edge as the cam 11. The cover frame 20 fixed to the outer surface of the upper frame 16 is provided with a ridge 23 on the top wall, the lower portions of both side walls are overlapped with the outer surfaces of both side walls of the underframe 10, and one side wall of the overframe 20 is formed with one of the underframes 1. A slanted guide long hole 24 is provided for moving the cover frame 20 vertically with a bolt 12 protruding outward from the side wall, and a nut 15 is screwed to the bolt 12 to tighten the cover frame 20 to a desired height position. It is characterized by doing.

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]

本考案は建築施工中に用いる高さ調整装置に関し、特に組立鉄筋、仮設型枠及 び各種設備を支持しながら鉛直方向や水平位置に保持する高さ調整装置に関する ものである。 The present invention relates to a height adjusting device used during construction work, and more particularly to a height adjusting device which holds an assembled rebar, a temporary formwork and various equipments in a vertical direction or a horizontal position while supporting them.

【0002】[0002]

【従来技術】[Prior art]

従来、建築物の鉄筋コンクリート柱を施工する場合は組立鉄筋を包囲した断面 正方形状の型枠を基礎スラブ上に起立配置し、下げ振りを有する正直定規を当て て鉛直方向を目視し、型枠と基礎スラブ間には楔の介挿程度を調節するか、木製 筐体に螺装したネジを回動して型枠の下端の高さを調節して側縁を下げ振りに整 合させることにより鉛直方向に起立固定させていた。更に揚水ポンプ、電動機、 水槽等の設備を床スラブに配設施工するときは床スラブのアンカボルトに基台の ボルト孔を介装し、基台下には楔や座板を介在して、棒状水平器やゴム管水平器 で視準しながら楔の介挿程度を調節して設備を水平に保持するとモルタルを打設 し、モルタルが固化するとアンカボルトに介挿した基台をナットで緊締して施工 物を据付けていた。 Conventionally, when constructing reinforced concrete columns for buildings, a formwork with a square cross section surrounding the assembled rebar was placed upright on the foundation slab and the vertical direction was visually checked by applying an honest ruler with a plumb bob to the formwork. By adjusting the degree of wedge insertion between the foundation slabs, or by rotating the screw that is screwed into the wooden casing to adjust the height of the lower end of the formwork and lowering the side edges to adjust to the swing. It was fixed upright in the vertical direction. Furthermore, when installing equipment such as pumping pumps, electric motors, and water tanks on the floor slab, the anchor bolts of the floor slab are provided with bolt holes on the base, and wedges and seat plates are placed under the base. While collimating with a rod-shaped level or rubber tube level, adjust the degree of wedge insertion to hold the equipment horizontally, and then set the mortar, and when the mortar solidifies, tighten the nut with the base inserted in the anchor bolt. And installed the work.

【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、上述した従来技術にあっては、型枠や据付け物などの施工物の 鉛直方向や水平位置を施工中一時的に保持する高さ調節手段は作業所にありあわ せの木切れや金属片を適宜使用するもので技術的な考案物が提案されたものでは ない。従って、施工中に損傷破壊したり、不用意に位置ずれ移動して再三高さ調 節操作を繰返さなければならぬ欠点を有していた。 However, in the above-mentioned conventional technique, the height adjusting means for temporarily holding the vertical or horizontal position of the work such as the formwork or the fixture is provided in the work place, and the wood and metal pieces are ridden. The pieces are used as appropriate, and no technical ideas have been proposed. Therefore, there are drawbacks such as damage and destruction during construction, and inadvertent misalignment movements that require repeated height adjustment operations.

【0004】 本考案は施工物の荷重に耐える強い支持力を有し、高さを調節する操作が簡易 確実であり、不用意に位置ずれ移動することのない装置を得ることを目的とする ものである。An object of the present invention is to provide a device that has a strong supporting force to withstand the load of a construction, has a simple and reliable operation for adjusting the height, and does not move accidentally. Is.

【0005】[0005]

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

上記目的を達成するために、本考案装置においては、軽量溝形鋼材や鋼板をプ レス加工機で切断折曲して加工する。装置の台枠は断面U字形状の両側壁が傾斜 した直線状の上端縁からなるカムを形成する。該カム上を摺動して上下動する上 枠は断面逆U字形状の両側壁下端がカムと同一角度に傾斜した摺動下端縁に形成 される。上枠の外面に固着された覆枠は断面逆U字形状に形成し、その両側壁の 下部は台枠の両側壁に摺動自在に重合する位置まで達している。覆枠の頂壁には プレス加工された突条を形成する。覆枠の一方の側壁にはカムと同一の傾斜角度 を有した案内長孔を穿設し、この案内長孔を有する側壁を重合する台枠の側壁に は基端を固着したボルトを案内長孔を介して水平外方に突出させ、このボルトに ナットを螺装して緊締することにより覆枠と一体的な上枠を移動し所望の高さ位 置に固定する構成とされている。 In order to achieve the above object, in the device of the present invention, a lightweight channel steel material or a steel plate is cut and bent by a press machine. The underframe of the device forms a cam consisting of a straight upper edge with U-shaped cross-sections on each side wall. The upper frame, which slides on the cam and moves up and down, has lower ends on both side walls which have an inverted U-shaped cross section and are slanted at the same angle as the cam. The cover frame fixed to the outer surface of the upper frame is formed in an inverted U-shape in cross section, and the lower portions of both side walls thereof reach a position where they are slidably overlapped with both side walls of the underframe. Pressed ridges are formed on the top wall of the cover frame. A guide long hole with the same inclination angle as the cam is drilled on one side wall of the cover frame, and a bolt with a fixed base end is guided on the side wall of the underframe that overlaps the side wall having this guide long hole. It is configured to project horizontally outward through the hole, and by screwing a nut onto this bolt and tightening it, the upper frame integrated with the cover frame is moved and fixed at a desired height position.

【0006】[0006]

【作用】[Action]

上記のように構成された本考案装置を用いて鉄筋コンクリート柱用型枠の鉛直 方向を調整する場合について説明する。先ず、基礎スラブ上の墨線標示により配 設位置を決める。その後、打設コンクリートの漏出を防止するため4個の山形鋼 材を正方形状に配置し、相対向する山形鋼材に各2個の装置を配置する。この装 置は山形鋼材に溶着しておいてもよい。4個の装置はトランシットか水準機で測 定することにより装置の突条の高さを同一高さにしてナットで緊締する。その操 作手順はナットを弛緩して突条の上に目盛スタッフを起立し、水準機で目盛りを 読みとりながら、覆枠を手で移動して高さが整合するときナットを緊締する。そ して4個の装置を同一高さ位置に設定する。一方、型枠は4個の堰板を釘打ちし て断面が略正方形に形成した堰板形成体を4個の装置上に配置する。この堰板成 形体には井桁状に組んで楔で緊締するコラムクランプを数箇所装着する。このコ ラムクランプ装着による堰板の変形や釘打ちによる堰体下端に誤差を生じている ので、ナットを僅かに弛緩して木槌や工具で覆枠を軽く叩いて突条の高さを調節 しながら、下げ振りやトランシットで堰板成形体を鉛直方向に修正したのちナッ トを緊締する。 The case of adjusting the vertical direction of the frame for a reinforced concrete column using the device of the present invention configured as described above will be described. First, the placement position is decided by marking the black line on the foundation slab. After that, in order to prevent the leakage of the poured concrete, four angle steel materials are arranged in a square shape, and two devices are arranged for the angle steel materials facing each other. This device may be welded to the angle steel. The four devices are measured with a transit or level, and the heights of the ridges of the devices are set to the same height, and tightened with nuts. The operating procedure is to loosen the nut, stand the scale staff on the ridge, read the scale with a level machine, and move the cover frame by hand to tighten the nut when the height is aligned. Then set the four devices at the same height. On the other hand, in the mold, four dam plates are nailed to form a dam plate forming body having a substantially square cross section on four devices. Several column clamps, which are assembled in the shape of a cross girder and tightened with wedges, are attached to this barrier plate structure. There is an error in the bottom of the weir body due to the deformation of the weir plate due to the mounting of the column clamp and nailing. On the other hand, the weir board molded body is corrected in the vertical direction by plumb bob or transit, and then the nut is tightened.

【0007】 覆枠はこれと1体的な上枠の摺動下端縁が台枠のカム端縁に沿って摺動する。 そして、覆枠の両側壁は台枠の両側壁の外面に係合して摺動する。従って、荷重 が負荷されても上枠の摺動下端縁と台枠のカムとは常に上下に整合して摺動し離 脱することがない。施工物や型枠の下端を支持する突条は補強リブ状に強固に形 成されているので損傷、変形することがなく、また、台枠が基礎スラブ面上に傾 斜して配置されていても型枠は常に突条で線状に支承されているので、高さを調 節するのに支障がない。更に、この突条は重量のある施工物を支持しながら移動 調節しても摩擦性が小さいので施工物は不用意に位置ずれ移動することがない。The sliding lower end edge of the upper frame which is integral with the cover frame slides along the cam end edge of the underframe. Then, both side walls of the cover frame engage with the outer surfaces of both side walls of the underframe to slide. Therefore, even if a load is applied, the lower slide edge of the upper frame and the cam of the underframe are always aligned vertically and do not slide apart. The ridges that support the work and the lower end of the formwork are firmly formed in the shape of reinforcing ribs so that they will not be damaged or deformed, and the underframe is placed on the foundation slab surface in an inclined manner. Even so, the formwork is always supported linearly by the ridges, so there is no problem in adjusting the height. Furthermore, even if the ridge is moved and adjusted while supporting a heavy construction, the friction is small and the construction does not move accidentally.

【0008】[0008]

【実施例】【Example】

実施例について図面を参照して説明すると、図1において、図示していないが 基礎スラブ1上に鉄筋コンクリート柱用の組立鉄筋が立設されていて、該鉄筋を 包囲するように4個の堰板2からなる堰板組立体3が釘打ちなどの手段により起 立配設される。この堰板組立体3は4個の端汰材4の端部を介装して楔5で緊結 されている。更に、堰板組立体3を配置するには予め基礎スラブ1上の所定位置 に墨線標示をなし、この標示線に沿って流動コンクリート漏出止め用の4個の山 形鋼材6を方形に配置し、少くとも相対向する山形鋼材6に夫々1対の本考案に 係る高さ調整装置7を載置するか固設する。そして、トランシットか水平機で4 個の装置7の高さを同一水平面にあうよう調節しておいたのち、堰体組立体3を 載置するものである。 An embodiment will be described with reference to the drawings. In FIG. 1, although not shown, an assembly rebar for a reinforced concrete column is erected on a foundation slab 1, and four weir plates are provided so as to surround the rebar. A dam plate assembly 3 composed of 2 is vertically arranged by means such as nailing. The dam plate assembly 3 is tightly bound by wedges 5 with the ends of four end pieces 4 interposed therebetween. Furthermore, in order to arrange the weir plate assembly 3, black line markings are made in advance at predetermined positions on the foundation slab 1, and four chevron steel materials 6 for preventing leakage of fluidized concrete are arranged in a square along the marking lines. A pair of height adjusting devices 7 according to the present invention are mounted on or fixed to the angle steel materials 6 facing each other at least. Then, the height of the four devices 7 is adjusted by a transit or a horizontal machine so that they are in the same horizontal plane, and then the weir body assembly 3 is placed.

【0009】 高さ調節装置7は軽量溝形鋼材か鋼板をプレス加工機で切断、成形するか鋳造 成形してもよい。本装置7は図2に示す如く、底壁8の両側縁より側壁9が折曲 起立された断面U字状の台枠10が形成され、両側壁9の上端縁は傾斜した直線 状のカム11が形成されている。台枠10の一方の側壁9の中央上部に穿設され た孔部には内側よりボルト12が挿通されて外方に突出される。ボルトの頭部1 3は側壁内面に溶着手段などにより強固に固着され、座金14とナット15が螺 装される。The height adjusting device 7 may be formed by cutting and molding a lightweight channel steel or steel plate with a press machine, or by casting. As shown in FIG. 2, the present device 7 has an underframe 10 having a U-shaped cross section in which side walls 9 are bent and erected from both side edges of a bottom wall 8, and upper end edges of both side walls 9 are inclined linear cams. 11 is formed. A bolt 12 is inserted from the inside into a hole formed in the central upper portion of one side wall 9 of the underframe 10 and protrudes outward. The head portion 13 of the bolt is firmly fixed to the inner surface of the side wall by welding means or the like, and the washer 14 and the nut 15 are screwed.

【0010】 台枠10のカム11上に摺動自在配置される上枠16は上壁17とその両側縁 より下方に折曲された側壁18とにより断面逆U字状に形成され、両側壁18下 端縁は台枠10のカム11と同一傾斜角度で直線状の摺動下端縁に形成される。 これにより、上枠16はカム11上を滑り移動自在に上下動する。The upper frame 16 slidably arranged on the cam 11 of the underframe 10 is formed in an inverted U-shape in cross section by an upper wall 17 and side walls 18 bent downward from both side edges thereof. The 18 lower end edge is formed on the linear lower slide edge at the same inclination angle as the cam 11 of the underframe 10. As a result, the upper frame 16 slides up and down on the cam 11 and moves up and down.

【0011】 上枠16の外面に固着する覆枠20は頂壁21の両側縁より下方に折曲した両 側壁22とにより断面逆U字状に形成される。頂壁21には装置の軸線と直交す る方向に向ってプレス成形された突条23を設ける。この突条23は堰板組立体 等の施工物の荷重を支承するため上枠16の上壁17には突条23に嵌合して補 強するリブを成形突出しててもよい。覆枠20の両側壁22は上枠16の両側壁 18の最下端より更に下方位置まで伸長されて台枠両側壁9の両外面を摺動自在 に挾持している。一方の側壁22には前記ボルト12が外方へ貫通突出して、上 枠16と一体的な覆枠20が自在に移動するためカムと同一傾斜角度の案内長孔 24を穿設した構成のものである。The cover frame 20 fixed to the outer surface of the upper frame 16 is formed in an inverted U-shape in cross section by both side walls 22 bent downward from both side edges of the top wall 21. The top wall 21 is provided with a ridge 23 press-formed in a direction orthogonal to the axis of the device. In order to support the load of the work such as the weir plate assembly, the ridge 23 may have a rib formed on the upper wall 17 of the upper frame 16 that is fitted to the ridge 23 to reinforce. Both side walls 22 of the cover frame 20 extend to a position lower than the lowermost end of the both side walls 18 of the upper frame 16 and slidably sandwich both outer surfaces of the underframe both side walls 9. One side wall 22 has a structure in which a guide elongated hole 24 having the same inclination angle as the cam is formed so that the bolt 12 protrudes outward and the cover frame 20 integral with the upper frame 16 can freely move. Is.

【0012】 所望位置に配置された通常4個の装置を同一高さ位置に調節固定するときは、 スパナでナット15を緩く締めて仮固定しながら覆枠20を手動または工具で移 動して水準器の示す高さ位置に達するとナット15を硬く緊締する。装置上に仮 設型枠を配置するが、その下端位置に製作上の高低誤差があったり、電器設備の 支脚に製作上の高低誤差があるときは、ナットの緊締状態を僅かに緩めて工具で 覆枠の端縁を押すように叩いて高さを調節し、水準器などで施工物の鉛直方向や 水平位置を調節する。このようにして型枠などの施工物の水平位置を設定すると 、装置を配置した状態で、これを埋込むようにモルタルを打設する。To adjust and fix normally four devices arranged at desired positions at the same height position, loosenly tighten the nut 15 with a wrench and temporarily fix the nut 15 to move the covering frame 20 manually or with a tool. When reaching the height indicated by the level, the nut 15 is tightly tightened. A temporary formwork is placed on the equipment, but if there is a manufacturing height error at the lower end position or if there is a manufacturing height error on the support leg of the electrical equipment, loosen the nut tightening state slightly and use the tool. Adjust the height by hitting with pushing the edge of the covering frame with, and adjust the vertical direction and horizontal position of the work using a level. When the horizontal position of the work such as the formwork is set in this way, mortar is placed so that the mortar is embedded while the device is arranged.

【0013】 重量施工物を本装置で支承するとき、図3に示す如く、上枠の側壁の摺動下端 縁はボルト頭部13の内側面26と覆枠の側壁とに挾持されているので不用意に 離脱することはなく摺動自在に移動する。また台枠の他方の側壁9の内側に補強 板を重合固着し、この補強板をカムより僅かに高く配設しておけば、上枠の側壁 は補強板と覆枠の側壁に挾持されながらカム上を摺動自在に移動して脱落するこ とがない。When a heavy work is supported by this device, the sliding lower edge of the side wall of the upper frame is held between the inner side surface 26 of the bolt head 13 and the side wall of the cover frame as shown in FIG. It does not come off carelessly and moves freely. If a reinforcing plate is superposed and fixed to the inside of the other side wall 9 of the underframe and the reinforcing plate is arranged slightly higher than the cam, the side wall of the upper frame is sandwiched between the reinforcing plate and the side wall of the covering frame. It does not fall off by sliding on the cam.

【0014】[0014]

【効果】【effect】

本考案は以上説明したように構成されているので、以下記載のような効果を奏 する。 本考案装置は軽量溝形鋼材や鋼板をプレス加工機で切断折曲する単純な加工作 業により極めて簡単な構成であるのでコストが低廉で多量生産が可能である。 Since the present invention is configured as described above, it has the following effects. Since the device of the present invention has an extremely simple structure by the simple processing operation of cutting and bending a light-weight channel steel or steel plate with a press machine, the cost is low and mass production is possible.

【0015】 また台枠のカム上に摺動自在に配設された上枠覆枠の両側壁によって挾持され ているので重い施工物の荷重が負荷されても変形や損傷することなく傾斜カムに より微細な高さを確実に調節することが可能である。Further, since it is held by both side walls of the upper frame cover frame slidably arranged on the cam of the underframe, the inclined cam is not deformed or damaged even when a heavy load of the work is applied. It is possible to reliably adjust a finer height.

【0016】 そして、台枠が基礎スラブの荒い面に傾斜状態で配置されていても施工物は突 条で線状に支承するので高さ調整操作に全く支障がない。しかも、突条は断面が ドーム状に形成されていて、覆枠を移動するとき施工物下面を滑るように移動す るので、水平方向の不用意な位置ずれをすることなく高さを修正することにより 、垂直方向や水平位置のみが迅速確実に調整されるという有益な効果を奏する。Even if the underframe is arranged on the rough surface of the foundation slab in an inclined state, since the work is linearly supported by the ridge, there is no problem in the height adjusting operation. In addition, the ridge has a dome-shaped cross section and slides on the lower surface of the work when the cover frame is moved, so the height is corrected without inadvertent horizontal displacement. As a result, there is a beneficial effect that only the vertical direction and the horizontal position are adjusted quickly and reliably.

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

【図1】鉄筋コンクリート柱用の型枠設置に本考案装置
を用いた全体斜視図である。
FIG. 1 is an overall perspective view of a device of the present invention used for installing a formwork for a reinforced concrete column.

【図2】本考案装置の台枠上に覆枠を最も高い位置に移
動配置した状態を示す一部切欠分解斜視図である。
FIG. 2 is a partially cutaway exploded perspective view showing a state in which the cover frame is moved and arranged at the highest position on the underframe of the device of the present invention.

【図3】台枠の一方の側壁にボルトを取付けた状態を示
す部分拡大斜視図である。
FIG. 3 is a partially enlarged perspective view showing a state where a bolt is attached to one side wall of the underframe.

【符号の説明】[Explanation of symbols]

2 堰板 3 堰板組立体 4 端汰材 6 軽量山形鋼材 7 高さ調整装置 10 台枠 11 カム 16 上枠 20 覆枠 23 突条 24 案内長孔 2 Weir plate 3 Weir plate assembly 4 End sill material 6 Light-weight chevron steel material 7 Height adjusting device 10 Underframe 11 Cam 16 Upper frame 20 Covering frame 23 Projection 24 Guide long hole

Claims (1)

【実用新案登録請求の範囲】 【請求項1】 断面U字形状の台枠の両側壁は傾斜した
直線状の上端縁からなるカムを設け、一方、断面逆U字
形状の上枠の両側壁にはカム上に摺動自在に整合すべく
カムと同一傾斜角度の摺動下端縁を設け、上枠外面に固
着した断面逆U字形状の覆枠の両側壁下部は台枠の両側
壁外面に摺動自在に重合し、覆枠の頂壁には突条を形成
し、覆枠の一方の側壁に穿設したカムと同一傾斜角度の
案内長孔には台枠の一方の側壁に基部を固着したボルト
を貫挿突設し、該ボルトにナットを螺着して台枠に覆枠
を緊締することを特徴とする高さ調整装置。
[Claims for utility model registration] [Claim 1] Both side walls of an underframe having a U-shaped cross section are provided with cams having slanted straight upper edges, while both side walls of an upper frame having an inverted U-shaped cross section. Is provided with a sliding lower edge having the same inclination angle as the cam so as to be slidably aligned with the cam. Slidably overlaps with each other, and a ridge is formed on the top wall of the cover frame. A height adjusting device, wherein a bolt to which is fixed is inserted and projected, and a nut is screwed to the bolt to tighten the cover frame to the underframe.
JP5479991U 1991-06-19 1991-06-19 Height adjuster Pending JPH05844U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5479991U JPH05844U (en) 1991-06-19 1991-06-19 Height adjuster

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5479991U JPH05844U (en) 1991-06-19 1991-06-19 Height adjuster

Publications (1)

Publication Number Publication Date
JPH05844U true JPH05844U (en) 1993-01-08

Family

ID=12980803

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5479991U Pending JPH05844U (en) 1991-06-19 1991-06-19 Height adjuster

Country Status (1)

Country Link
JP (1) JPH05844U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019094729A (en) * 2017-11-27 2019-06-20 オークラ輸送機株式会社 Reinforcement device and reinforcement device installation method
CN115030062A (en) * 2022-07-26 2022-09-09 江苏百崮钢结构工程有限公司 A new type of suspension casting construction bracket for the 0# block of the through-core screw half-hoop

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019094729A (en) * 2017-11-27 2019-06-20 オークラ輸送機株式会社 Reinforcement device and reinforcement device installation method
CN115030062A (en) * 2022-07-26 2022-09-09 江苏百崮钢结构工程有限公司 A new type of suspension casting construction bracket for the 0# block of the through-core screw half-hoop

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