JPS58183449A - Structure for loading, encasing and carrying metal form - Google Patents
Structure for loading, encasing and carrying metal formInfo
- Publication number
- JPS58183449A JPS58183449A JP6529082A JP6529082A JPS58183449A JP S58183449 A JPS58183449 A JP S58183449A JP 6529082 A JP6529082 A JP 6529082A JP 6529082 A JP6529082 A JP 6529082A JP S58183449 A JPS58183449 A JP S58183449A
- Authority
- JP
- Japan
- Prior art keywords
- metal
- loading
- base frame
- erected
- frame body
- 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
- 229910052751 metal Inorganic materials 0.000 title claims description 39
- 239000002184 metal Substances 0.000 title claims description 39
- 239000006262 metallic foam Substances 0.000 claims description 25
- 238000003860 storage Methods 0.000 claims description 13
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 206010011224 Cough Diseases 0.000 claims description 2
- 230000037431 insertion Effects 0.000 claims 2
- 238000003780 insertion Methods 0.000 claims 2
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 claims 1
- 229910052802 copper Inorganic materials 0.000 claims 1
- 239000010949 copper Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 description 10
- 150000002739 metals Chemical class 0.000 description 5
- 239000003795 chemical substances by application Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 241001062872 Cleyera japonica Species 0.000 description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 229910001385 heavy metal Inorganic materials 0.000 description 2
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 2
- 230000014759 maintenance of location Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000003449 preventive effect Effects 0.000 description 2
- 208000010543 22q11.2 deletion syndrome Diseases 0.000 description 1
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 210000001217 buttock Anatomy 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000000502 dialysis Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 239000006082 mold release agent Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
Landscapes
- Pallets (AREA)
- Package Frames And Binding Bands (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
本発明はコンクリート構造物成形用メタル7オーム(W
枠)の積載収納・運搬用構体に関する。Detailed Description of the Invention The present invention is a metal 7 ohm (W) for forming concrete structures.
Regarding the structure for loading, storing and transporting (frame).
コンクリート構造体を成形する為に使用する型枠、特に
メタルフオームと称される金属製型枠は、その強度の高
いこと、保形性にすぐれていること等の理由により梅々
の工事現場において多用されている。一般にコンクリー
ト構造体の施工現場において一工事当り使用されるメタ
ルフオームは略600〜1000枚程であるが、これら
のメタルフオームは一一工事現場にて何度か繰返し使用
され、史に現場から他の現場へ配送して効率よく使用す
るようにl−される。しかしながら、これらのメタルフ
オームの形状は一般に150〜180(縦)×80(横
)X5.5(高さ)傷9重さ約80klil内外であり
、大型のメタル7オームを一度に取扱うこと、又am保
管することに関しては極めて不適切な奄のである。この
ような大型重量のメタルフオームの取扱いは、作業員に
とって重労働t−強いかつ危険が多いものであり、又工
事現場間を移送する際にトラック等の荷台に積載された
メタルフオームはその表面に塗布された油性防錆剤、あ
るしFi残留剥離剤等の作用ですべり易く荷〈づれ、爽
には脱落する危険が極めて高い。従って従来では、例え
ば積載重量2tのトラックで運搬可能なメタル7オーム
は約60枚S度が限度である。そして1人の作業員によ
って積みおろしをする場合の計容作業量は運搬距離を無
視したとしても1日商り積載重量2tのトラック2台が
限度である。このような作業性の殊さはP!局的に工事
コストの増大という結果をもたらす。又このような大型
・1′1にのメタルフオームは、使用後一時的に現場に
!lIf棟されるかめるいは資材置場に積載・保管され
るのが普通であるが、特に現場においては積載性がよい
とはいえない為に、又脱落する危険があるために、積載
枚数を低くおさえて、不本意ながら広域l スペー
スに保管せざるを得す、更には雑然と不規則に放置せざ
るを得ないのが塊状である。このような保管状態におか
れた大量のメタルフオームは周辺での作業員に多大の危
険を及ぼす奄のであり、一方メタルフオーム自体にとっ
ては歪が発生する原因に吃なる。史にメタルフオームの
使用管理上、餠・旧のものが混在してくると、新しいメ
タル7オームを先に使用する傾向が強く、施工目的別に
使い分けることが困難になる。これは、とりわけ滑II
i構造体には新しいメタル7オームを、粗面構造体には
旧いメタルフオームを使用したいという意図を阻害する
結果をもたらす。Formwork used to form concrete structures, especially metal formwork called metal form, is used at many construction sites due to its high strength and excellent shape retention. It is widely used. Generally, approximately 600 to 1,000 metal forms are used per construction site for concrete structures, but these metal forms are used repeatedly at each construction site, and over the course of history, they have been used repeatedly from one site to another. The equipment will be delivered to the site and designed for efficient use. However, the shape of these metal forms is generally 150 to 180 (length) x 80 (width) x 5.5 (height), 9 scratches, 9 weights, and approximately 80 kli, making it difficult to handle large 7-ohm metals at once. This is extremely inappropriate for storage. Handling such large and heavy metal foam is hard work and often dangerous for workers, and when transported between construction sites, the metal foam loaded on the loading platform of a truck or the like is exposed to the surface of the metal foam. Due to the effects of the applied oil-based rust preventive agent, or Fi residual remover, etc., the load is slippery and there is an extremely high risk of it falling off. Therefore, conventionally, for example, the maximum number of 7 ohm metals that can be transported by a truck with a loading weight of 2 tons is about 60 S degrees. Even if the transportation distance is ignored, the total volume of work when loading and unloading by one worker is limited to two trucks with a daily commercial load of 2 tons. This kind of workability is P! This results in an increase in construction costs locally. Also, such a large 1'1 metal form can be used temporarily on site after use! It is normal for Kamerui to be loaded and stored in a material storage area, but since it cannot be said that the loading efficiency is particularly good at the site, and there is a risk of it falling off, the number of loaded Kamerui is kept low. It is in the form of clumps that we are forced to hold it down and store it in a large space, and furthermore, we have no choice but to leave it in a cluttered and irregular manner. A large amount of metal foam stored in such a state poses a great danger to workers in the vicinity, while the metal foam itself suffers from distortion. Historically, due to the management of the use of metal forms, when old and old forms are mixed together, there is a strong tendency to use new metal forms first, making it difficult to use them differently depending on the construction purpose. This is particularly true of Slave II.
This results in a hindrance to the intention to use the new metal 7 ohm for the i-structure and the old metal form for the rough surface structure.
大型・重量のメタルフオームの工事現場における作業性
は′jIk7IIkである。例えば傾斜面下部にコンク
リート構[1物を施工する現場において、傾斜山下迄メ
タルフオーム運搬用トラックが進入することが制限され
る場合等である。このような現場において、−収缶にト
ラックから荷おろししたメタルフオームを複数枚づつワ
イヤー等で結束してクレーンにて吊下げて運搬するにし
ても、その作東効4IIFi他めて悪く、又極めて危険
なものである。The workability of large and heavy metal forms at construction sites is 'jIk7IIk. For example, in a site where a concrete structure is to be constructed at the bottom of a slope, trucks for transporting metal foam are restricted from entering the bottom of the slope. At such sites, even if multiple pieces of metal foam are unloaded from trucks into canisters and are tied together with wire or the like and suspended by a crane for transportation, the production efficiency is very poor, and It is extremely dangerous.
本蛇明は大型・電量メタル7オームを一廉に大1に積載
・収納することができ、そしてそのま\運搬することが
できるようにしたメタルフオーム積載収納・運搬用構体
を提供することを目的とするものである。Our objective is to provide a metal foam loading/storing/transporting structure that allows large-sized metals with a 7-ohm electrical capacity to be loaded and stored in a large 1-ohm container, and transported as is. This is the purpose.
本発明によるメタルフオーム積載収納・運搬用構体はメ
タルフオームの積載収納性に特にすぐれ、保管々通が容
易であって、かつ安全性が高く、保管中の保形性にすぐ
れていることを特徴とするものであり、更に工事現場へ
の搬入においてはその作業性が特にすぐれていることを
!像とするものである。The metal foam loading/storing/transporting structure according to the present invention is characterized by particularly excellent loading/storage properties of metal foam, easy storage and transportation, high safety, and excellent shape retention during storage. Furthermore, the workability is particularly excellent when transporting to construction sites! It is to be made into a statue.
本発明のメタルフオーム積載収納・運搬用構体を龜付図
面に示す一実施例に基いて評述する。The metal foam loading, storing, and transporting structure of the present invention will be described based on an embodiment shown in the attached drawings.
#I1図は本発明に係る積載収納・運搬用構体に積載収
納さるべきメタルフオームの一般的形状・構造を例示す
る吃のであり、メタル7オームlは上下のメタルプレー
ト2及び8.フレーム構体4a。#I1 is a diagram illustrating the general shape and structure of the metal form to be loaded and stored in the loading, storing and transporting structure according to the present invention. Frame structure 4a.
4b、及びllI板7v−ム5g、5bよりなり、これ
らはそれぞれの当sS分に於て強園に溶着され実負的に
中空の直方体をなしている。このようなメタルフオーム
lは形成すべきコンクリート構築物の形状に合せて左右
・上下に隣接配置した上で固定し、その内輪に形成され
7’j22関内にコンクリ−)t−流し込みコンクリー
トが硬化するまで放置する。コンクリートが予定硬化に
まで硬化した後、これらメタルフオームは黴去され、再
使用に供される。使用後のメタルフオームlのコンクリ
ート接触匈のメタルプレート表面には離形剤が残留し、
あるいは防錆剤が塗布されることもある。4b, and llI plate 7v-mu 5g, 5b, which are welded to each other in the respective parts to form a hollow rectangular parallelepiped. Such metal forms are arranged and fixed horizontally and vertically in accordance with the shape of the concrete structure to be formed, and are formed in the inner ring and poured into the concrete until the concrete hardens. put. After the concrete has hardened to the desired hardness, these metal forms are removed and reused. After use, mold release agent remains on the metal plate surface of the concrete contact plate of Metal Form l,
Alternatively, a rust preventive agent may be applied.
本発明に係るメタルフオーム積載収納・運搬用構体は以
上に述べた如きメタル7オームの積載収納に供せられる
ものであり、第2ないし4図によりその一実施例を説明
する。The metal foam loading, storing and transporting structure according to the present invention is used for loading and storing metals of 7 ohm as described above, and one embodiment thereof will be explained with reference to FIGS. 2 to 4.
@2図はメタルフオーム積載収納拳運搬用構体11を示
すものであり、咳構体11は基部フレーム体12,5基
部フレーム体12の四隅に立設され7tN柱18.及び
各脚柱自由端付近に形成された吊jj14を主賛vs成
賛素とし、史に補強賛素としてこの構体11の短辺に沿
って二本0脚柱を連結する連結部材15,16、構体1
1の短辺に設けられた補助脚柱17,18及び4!rN
柱と基部7レー五体との結合を補強する補強部材19が
それぞれ配設されている。基部フレーム体及び脚柱はL
型鋼材で構成され結合部は溶接され強■に接合されてい
る。溶接による接合部は第8図に詳細に示されているよ
うに脚柱18の底面は基部7レーム12の上面12mに
当接#!接される。この溶接された脚柱基部は、脚柱及
び基部フレームの外表面に補強部材19が押し当てられ
て!接されている。連結部材15はその両熾部において
それぞれ脚柱18の先端にリベットにより、わるいは溶
接によって固着され、又その中央部において補助脚柱1
7の先端にリベットにより、おるいは溶接によって固着
されている。なお禰助胛柱17の下端は基部フレーム1
2に突き合せlv像されI!d看されている。一方、他
の連fts材16はその一趨部において脚柱18の先端
に回動自在に軸支されている。この連結部材16の他端
は脚柱18の先端部に形成さt′L九掛は止め金x20
で掛は止めされる。Figure @2 shows a metal foam loaded storage fist transport structure 11, and the cough structure 11 is erected at the four corners of the base frame bodies 12, 5 and 7tN columns 18. And the hanging jj 14 formed near the free end of each pedestal is used as a main supporting element and a connecting member 15, 16 that connects two 0 pedestal pillars along the short side of this structure 11 as a reinforcing supporting element. , structure 1
Auxiliary pillars 17, 18 and 4 provided on the short side of 1! rN
Reinforcing members 19 are provided for reinforcing the connection between the pillars and the five members of the base 7, respectively. The base frame body and pillars are L
It is constructed from shaped steel, and the joints are welded and strongly connected. As shown in detail in FIG. 8, the welded joint is such that the bottom surface of the pedestal 18 comes into contact with the top surface 12m of the base 7 frame 12. be touched. This welded pedestal base has a reinforcing member 19 pressed against the outer surface of the pedestal and base frame! being touched. The connecting member 15 is fixed to the tips of the pillars 18 at both ends by rivets, welding or by welding, and is attached to the auxiliary pillar 1 at the center thereof.
The tip of 7 is fixed with a rivet, and the cover is fixed by welding. The lower end of the Nesukebashira 17 is the base frame 1
2 is compared to LV image and I! d being looked after. On the other hand, the other continuous FTS member 16 is rotatably supported at the tip of the pillar 18 at one end thereof. The other end of this connecting member 16 is formed at the tip of the pillar 18.
Dekake is stopped.
又他の補助脚柱18はその下膚において上ンジ部材21
によ転榊体の外側へ倒伏し侍るように邊粕されている。Further, the other auxiliary pillar 18 has an upper hinge member 21 on its lower skin.
It is laid down on the outside of the sakaki body, as if in attendance.
更にこの補助脚柱18の先端には掛は止め金臭22を介
して連結部材16に係止される。Further, the tip of the auxiliary pillar 18 is locked to the connecting member 16 via a catch 22.
上述せるメタルフオーム積載収納・運搬用構体にメタル
フオームを積載収納するには一端を軸支された連結部材
16を図中右方へ回動して開放し、しかる後、補助脚柱
18を手前側へ倒伏する。開放された脚柱間からメタル
7オームを順次積載収納してゆく。本実施例に於ては8
列n段のメタルフオームを積載可能な構体を示したが、
鍛太8列20段までが強度及びその運搬散機い上好まし
い。To load and store metal foam in the metal foam loading, storage, and transportation structure described above, open the connecting member 16 whose one end is pivotally supported by rotating it to the right in the figure, and then move the auxiliary pillar 18 toward you. Fall to the side. 7 ohm metals are sequentially loaded and stored between the open pillars. In this example, 8
Although a structure capable of loading n rows and stages of metal forms was shown,
It is preferable to use up to 8 rows and 20 tiers of forges in terms of strength and transportability.
又2列載置形状でもよく、この場合補助脚柱17゜1s
Fi必らずしも必賛ではない。補助脚柱17゜18は臀
に8列*ti*形状の構体にあって積載された中火タリ
のメタルフオームが運書中勢にすり路ちを防止するのに
役立つものであるが、2列部W榊体の場合にもlWJ様
であるが構体禰強材としての作用も多大でおる。Also, it may be placed in two rows, in which case the auxiliary pillars are 17゜1s.
Fi is not necessarily a must-have. The auxiliary pillars 17 and 18 have an 8-row *ti*-shaped structure on the buttocks, and are used to prevent the metal foam loaded with medium heat from slipping into the middle of the calligraphy operation. In the case of row W sakaki body, it is similar to IWJ, but it also has a great effect as a structural reinforcement material.
上述せる如く積載収納されたメタルフオームの5チ外1
1を列のメタルフオームはそれらの外側の各コーナ一部
分が断面り字型の脚柱により前後及び左右方向への移動
を防止され、又中央列のメタルフオームは前後方向にお
いては補助脚柱により、左右方向においては外側列のメ
タルフオームによりそれぞれ移動防止される。このよう
にしてメタルフオームを積載収納した構体は各脚柱の吊
環にワイヤー等をかけこれを介してクレーン、フォーク
リフト等々により吊り上はトラック叫への積みおろし、
あるいは二点間の移動運搬をすることができる。なお本
実施例に示された吊環にかえて脚柱先端付近に穴、又は
突起等を形成しこれにワイヤー、チェーン、ローブ等金
係合せしむることも同じである。5 pieces of metal foam loaded and stored as described above 1
The metal forms in the first row are prevented from moving in the front-rear and left-right directions at each of their outer corners by pillars with a cross-section of a rectangular shape, and the metal forms in the center row are prevented from moving in the front-rear direction by auxiliary pillars. In the left and right directions, movement is prevented by the outer row of metal forms. The structure with the metal foam loaded and stored in this way is then lifted by a crane, forklift, etc. via a wire, etc. to the suspension ring of each pedestal, and then unloaded onto a truck.
Alternatively, it can be transported between two points. Note that instead of the hanging ring shown in this embodiment, a hole or a protrusion may be formed near the tip of the pillar and a metal such as a wire, chain, or lobe may be engaged with the hole or protrusion.
本発明の一実施例に本とついて構成した櫓体についての
具体例を以下に示す。A specific example of a tower body configured for a book according to an embodiment of the present invention will be shown below.
各脚柱18を厚さQ、5cm、長さl l Octsの
5 cmアングル鋼材、基部フレーム体は161 X
160 cm、フレーム部材は厚さ0.5CIIIの5
CI11アングル鋼材。Each pedestal 18 is made of 5 cm angle steel of thickness Q, 5 cm and length l l Octs, the base frame body is 161
160 cm, frame members are 0.5CIII thick
CI11 angle steel material.
補助脚柱17,18は厚さ0.5cm、長さ110 c
mの千鉄材、連結部材15.16は厚さ0.5cm、長
さ160cgaの5cn平鉄材0.6 側の吊環で構成
され友tlj体11Fi150 X 80 X 5.5
cIm、重さ80に9のメタルフオームを60枚積賊収
納して吊り上げ運搬するのに十分な強度を示し、又この
構体に60枚のメタルフオームを積載収納し、工事現場
等に運搬し、再び構体から取り出すまでの作業能率は従
来に比して少なくとも8倍以上の能率を示した。The auxiliary pillars 17 and 18 have a thickness of 0.5 cm and a length of 110 cm.
The connecting member 15.16 is made of 5cn flat iron material with a thickness of 0.5cm and a length of 160cga, and is composed of a hanging ring on the side.
cIm, weighs 80 and has sufficient strength to lift and transport 60 sheets of metal foam, and can also be used to load and store 60 sheets of metal foam and transport it to construction sites, etc. The work efficiency until it was taken out of the structure again was at least 8 times more efficient than the conventional method.
又この構体は2トントラツクに8個積載可能であり、従
、米のように直接トラックに積載する場合(2トントラ
ツクに60枚弱)に比較して8倍の積載能力があるから
トラックによる単純運搬コストはl/8に低限される。In addition, this structure can load 8 pieces on a 2-ton truck, which is 8 times the loading capacity when loading rice directly onto a truck (less than 60 pieces on a 2-ton truck), so simple transportation by truck is possible. The cost is limited to 1/8.
本発明によるメタルフオーム積載収納・運搬用構体の使
用効果は以下に述べるように多大でめる。The effects of using the metal foam loading, storing and transporting structure according to the present invention are significant as described below.
構体自体の桜動が容易であるから作業者自身がメタルフ
オームを運搬することなく、作業のし易い場所で構体内
へ積載することができ、収納後の構体を簡易クレーン等
で吊り上は移動できるからその作業能率が極めて高く、
又作業者に及ばず労働員担が軽減される。トラックに載
置し九メタルフオームを収納した構体は安定性が良いの
で、荷掛けが不要でありながら荷くつれ、脱洛等がなく
安全性が高い。Since the structure itself can be easily moved, workers can load the metal form into the structure at a convenient location without having to transport it themselves, and the structure can be lifted and moved using a simple crane after storage. Because it can be done, the work efficiency is extremely high.
In addition, the burden on workers is reduced. The structure, which is mounted on a truck and houses nine metal forms, has good stability, so there is no need to hang cargo, and there is no risk of the cargo becoming tangled or falling off, resulting in high safety.
艷にこの構体はメタルフオームの非使用時の保管整理に
使用してもその使用効果は絶大である。This structure can also be used to store and organize metal forms when they are not in use.
即ち、従来は使用後のメタル7オーム#′i過当枚数毎
に積み重ねて保管するのが一般的であったために、くづ
れ落ちたりする危険性が^く、又積み重ねること自体が
重作業で6つfC丸めに保管場所に乱雑に放置されるこ
とも多かつ九。しかじ本構体に積載収納して工事現場か
ら保管場所まで運ばれたメタルフオームは、そのまt*
塩保管することができ、くづれ浩ちる等の危険は全くな
く安全に、かつ狭いスペースにより多くのメタルフオー
ムを整然と保管することができる。又新・旧メタルフオ
ームを構体別に仕種収納することによって、便、 用
目的に合せ容易に社・旧メタルフオームを透析′ 使
用することも可能になる。In other words, in the past, it was common to stack and store metal 7 ohm #'i after use, so there was a risk of them falling off, and stacking them was itself a heavy task. It is often left in a messy state in the storage area. Metal foam is loaded and stored in the Shikaji main structure and transported from the construction site to the storage location.
It is possible to store salt safely, without any danger of it collapsing, etc., and it is possible to store a large number of metal forms in a small space in an orderly manner. Also, by storing the new and old metal foams by structure, it becomes possible to easily use the new and old metal foams for dialysis according to the purpose of use.
以上に評述せる処より明らかなように、本発明によるメ
タル7オーム積載収納・運搬用構体#′iその構造及び
製造が極めて簡単でありながらその使用効果は絶大であ
る。As is clear from the above description, the metal 7 ohm loading, storing and transporting structure #'i according to the present invention is extremely simple in structure and manufacture, yet is extremely effective in its use.
第1図は一部を破断して示したメタル7オームの斜視図
、第2図は本発明の実施例を示す斜視図、第8図は接合
部を鮮細に示す斜視図、第4図はメタル7オームを種部
収納した状態を示す斜視図である。
1・・・メタルフオーム
11・・・メタルフオーム積載収納・運搬用構体12・
・・基部フレーム
18・・・脚柱
14・・・吊環
15.16・・・連結部材
17.18修φ・補助脚柱
代理人 弁理士 小林和患Fig. 1 is a partially cutaway perspective view of a metal 7 ohm, Fig. 2 is a perspective view showing an embodiment of the present invention, Fig. 8 is a perspective view clearly showing the joint, and Fig. 4. is a perspective view showing a state in which a metal 7 ohm is housed in the seed part. 1...Metal form 11...Metal form loading storage/transport structure 12.
・・Base frame 18・Pillar 14・Hanging ring 15.16・Connection member 17.18 Repairφ・Auxiliary column agent Patent attorney Kazuhiro Kobayashi
Claims (3)
と該基部フレーム体の四隅に固定立設され先端部付近に
索−挿通部を形成したアングル銅材よりなる脚柱とより
なることを!11Eとするメタル7オーム積載収納・運
搬用構体。(1) It consists of a rectangular base frame made of angled steel and pillars made of angled copper that are fixedly erected at the four corners of the base frame and have cable insertion parts near their tips! 11E metal 7 ohm loading storage/transport structure.
て補強されていることを特徴とする特許請求の範囲・第
1項記載のメタルフオーム積載収納・運搬用構体。(2) The metal foam loading, storing and transporting structure according to claim 1, wherein the base frame body and the pillars are reinforced by reinforcing members.
、咳基部フレーム体の四隅に立設され、先gss付近に
索−挿通部を形成したアングル鋼材よりなる脚柱、前記
−に部フレーム体の一辺の略中央部にt!lff1立設
された補助脚柱及び対向する他の一辺の略中央部に構体
の外輪へ倒伏目在に立設さrtた補助脚柱よりなること
を物像とするメタルフオーム積載収納・運搬用構体。(3) A rectangular base frame body made of angle steel material, a pedestal made of angle steel material that is erected at the four corners of the cough base frame body and has a cable insertion part formed near the tip GSS, and one side of the frame body in the above-mentioned -. t approximately in the center of the ! A metal form for loading storage and transportation consisting of an auxiliary pedestal erected lff1 and an auxiliary pedestal rt erected approximately in the center of the other opposing side with a lodging mark on the outer ring of the structure. Structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6529082A JPS58183449A (en) | 1982-04-21 | 1982-04-21 | Structure for loading, encasing and carrying metal form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6529082A JPS58183449A (en) | 1982-04-21 | 1982-04-21 | Structure for loading, encasing and carrying metal form |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS58183449A true JPS58183449A (en) | 1983-10-26 |
| JPH021747B2 JPH021747B2 (en) | 1990-01-12 |
Family
ID=13282648
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6529082A Granted JPS58183449A (en) | 1982-04-21 | 1982-04-21 | Structure for loading, encasing and carrying metal form |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS58183449A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2022017703A (en) * | 2020-07-14 | 2022-01-26 | 株式会社 スリーエス | Carrying in/out method of steel mold frame to foundation construction site, steel mold frame assembly metal fitting, and steel mold frame carrying container |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5132861U (en) * | 1974-08-20 | 1976-03-10 | ||
| JPS53105273U (en) * | 1977-01-31 | 1978-08-24 |
-
1982
- 1982-04-21 JP JP6529082A patent/JPS58183449A/en active Granted
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5132861U (en) * | 1974-08-20 | 1976-03-10 | ||
| JPS53105273U (en) * | 1977-01-31 | 1978-08-24 |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2022017703A (en) * | 2020-07-14 | 2022-01-26 | 株式会社 スリーエス | Carrying in/out method of steel mold frame to foundation construction site, steel mold frame assembly metal fitting, and steel mold frame carrying container |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH021747B2 (en) | 1990-01-12 |
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