JPS5924033A - Swivel piece for sheathing and timbering work - Google Patents

Swivel piece for sheathing and timbering work

Info

Publication number
JPS5924033A
JPS5924033A JP13299582A JP13299582A JPS5924033A JP S5924033 A JPS5924033 A JP S5924033A JP 13299582 A JP13299582 A JP 13299582A JP 13299582 A JP13299582 A JP 13299582A JP S5924033 A JPS5924033 A JP S5924033A
Authority
JP
Japan
Prior art keywords
curved surface
receiver
receiving member
coupler
flexible piece
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
Application number
JP13299582A
Other languages
Japanese (ja)
Other versions
JPH0240804B2 (en
Inventor
Shigetoshi Ishida
石田 茂俊
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.)
MARUFUJI SHIITOPAIRU KK
Original Assignee
MARUFUJI SHIITOPAIRU KK
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 MARUFUJI SHIITOPAIRU KK filed Critical MARUFUJI SHIITOPAIRU KK
Priority to JP13299582A priority Critical patent/JPH0240804B2/en
Publication of JPS5924033A publication Critical patent/JPS5924033A/en
Publication of JPH0240804B2 publication Critical patent/JPH0240804B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/02Foundation pits
    • E02D17/04Bordering surfacing or stiffening the sides of foundation pits

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

PURPOSE:To smoothen the fitting of cut beam, etc., to waling by a method in which a receiver having a porjected circular peripheral face is rotatably coupled with a coupler having a curved face fittable with the receiver and both the receiver and the coupler are fixed at any position. CONSTITUTION:Since the peripheral face 11a of a receiver 11 is slidably contacted with the circular face 12a of a coupler 12, the angle of a cut beam 2 to a waling 1 can be freely set up. Accordingly, the receiver 11 and the coupler 12 are clamped by using a clamping metal 14 consisting of a forked body 14a and paired left and right-handed clamping bolts 14b, being held at a necessary angle. In this case, both the receiver and the coupler 11 and 12 can be fixed by putting the body 14a between the faces of both the receiver and the coupler 11 and 12 and then screwing the clamping bolts into them.

Description

【発明の詳細な説明】 本発明は鉄筋、鉄骨建物の地下工作物を構築する場合な
どに用いる山止め材の一部として、またはコンクリート
の型枠などを支える支保工の一部に用いる自在ピースに
関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention is a flexible piece that can be used as a part of a retaining material used when constructing reinforcing bars or underground structures of steel-framed buildings, or as a part of shoring that supports concrete formwork, etc. It is related to.

まず山止め材について述べると、山止めに当っては腹起
しと切梁またけ腹起しと火打ちと全固定的に締結して支
点効果を高める必要がある。しかし最近に於てけ周知の
ように、土地全入手することが難しいので、建物の敷地
も矩形である場合は少なく、第1図に示すように、斜辺
りが含まれることが多い。腹起しく1)と切梁(2)と
が直交関係にあれは、両者の取付けはそれほど面倒では
ないが、1復起しが切梁に対し斜めの場合には、第2〜
4図−1に示すように、その取付作業が面倒であるため
、工期も長くかかり、改善が望まれていた。すなわち復
起しくilに対し設定角度に適合する受金物(3)を選
定するか若しくけ新らたに製作した上で、これを取イ」
け、しかる後このものに切梁(2)または火打ち(5)
を据付けてから、その端面にコンクリート(6)を打設
して固定していた。また第4図のように、復起し!■)
に接合プレート(7)をボルトでとりつけた後、現場作
業で素材のH形鋼全設定角度に適合する形状に加工し、
更にエンドブレー) (4a)を熔接して成る受金物(
4)全つくり、これを前記の接合プレートに熔接する場
゛合もあり、何れの場合にあってもその都度、現場の状
況に合せての取付けを余儀なくされていたから、至極面
倒な手数を要するばかりでなく、施工に当っても長期間
を必要としていた。このことは第5図に示すように、斜
梁(8)をとりつける場合にもあてはまり、前記と同様
な特注品としての金物類(9)を必要とした。
First of all, talking about the heaping material, when it comes to the heaping, it is necessary to securely fasten it with the sillage, the sill straddling the sill, and the flint to enhance the fulcrum effect. However, as is well known in recent years, it is difficult to obtain all the land, so building sites are rarely rectangular, and often include diagonal areas, as shown in Figure 1. If the strait 1) and the strut (2) are perpendicular to each other, it is not so troublesome to install them, but if the strait 1) is diagonal to the strut, the second to
As shown in Figure 4-1, the installation work is troublesome and takes a long time, and improvements have been desired. In other words, select a bracket (3) that matches the set angle for the illumination, or manufacture a new one, and then remove it.
After that, cut the beam (2) or fire it (5).
After installation, concrete (6) was placed on the end face to secure it in place. Also, as shown in Figure 4, it has recovered! ■)
After attaching the joint plate (7) with bolts, it is processed on site to a shape that matches all the set angles of the H-beam steel.
In addition, a receiver made by welding an end brake) (4a)
4) There are cases where the entire assembly is made and then welded to the above-mentioned joining plate, and in each case, the installation must be done in accordance with the situation at the site, which is extremely tedious and time-consuming. Moreover, the construction required a long period of time. This also applies to the case where the diagonal beam (8) is attached, as shown in FIG. 5, and the same custom-made hardware (9) as described above is required.

本発明は主として山止め工事に当っての上記のような評
点を克服することのできる自在ピース全行んとしたもの
であるが、この自在ピースは後記のように一般支保工と
しての自在ピースにも流用が可能であるから、この点も
本発明の範囲に含まれる。
The present invention is mainly concerned with the complete construction of a flexible piece that can overcome the above-mentioned points in the construction of piles, but this flexible piece can also be used as a flexible piece for general shoring work as described later. This point is also included in the scope of the present invention, since it is also possible to use it.

進んで本発明を図示の実施例に基づいて具体的に説明す
ると、この発明に係る自在ピースけ、第6〜8図に示す
ように、復起しく1)に締結させるためのジヨイントプ
レートα0)を具えた円弧状の周面(lla)を有する
受部材圓と、この受部材に適合する凹形彎曲面(12a
)を有する係合部材(121から成り、この係合部材の
端面にけ切梁(2)または火打ち(5)に接続するため
の端面板(12b)かとりつけられている。
The present invention will now be described in detail based on the illustrated embodiments. As shown in FIGS. ) and a concave curved surface (12a) that fits the receiving member.
), and an end plate (12b) for connecting to the strut (2) or the flint (5) is attached to the end face of the engaging member.

なお前記ジヨイントプレート00)にはボルト孔(10
a、)が穿設され、−力係合部材側の端面板にも同様ち
ボルト孔(12Q)が設けられている。また前記受部材
01)と係合部材α2)の双方に、それぞれ補強板03
)をとりつけるのに可とする。
Note that the joint plate 00) has a bolt hole (10
a,) are drilled, and bolt holes (12Q) are similarly provided in the end plate on the side of the force engaging member. Further, a reinforcing plate 03 is provided on both the receiving member 01) and the engaging member α2).
) can be attached.

前記受部材圓と係合部材(12+は、第9図のように組
合せて使用するもので、受部材における周面(lla)
と係合部材02)の円弧状怖′曲面(12a)とを当接
させた上で、その両者を第10〜11図に示す締付金具
−で固定する。すなわち前記受部材と係合部材の各当接
面は互いに摺動させることができるような係合面となっ
ているため、第9図に明示したように、復起しくIJに
対する切梁(2)(もしくけ火打ち(5))の角度は、
これを自由に設定しうる。したがってこの角度を必要と
する角度に保持させた上で、受部材(11)と係合部材
02と全締付金具側を用いて緊締する締付金具−は二叉
状をなす本体(14a)と左右一対の締込みポル) (
14b)とで構成されているから、本体(14a)を前
記両部材Uυ(12の衝合面に挾み込んだ上で、締込み
ボルトを螺入すれは、それKよって両者は緊密に固定さ
れ、移動することがない。このようにしてから保合部材
αりにおける端面板(12b)に切梁(2)または火打
ち(5)を突き合せ、両者をボルトナラ) QSで締付
ければよい。組付は状態は第20〜21図に示すとおシ
で、本発明によれば、従来必要としていた現場加工によ
る特注品としての受ピースの製作や、コンクリート打設
等の煩雑な手間は一切これを省くことができるので、省
力化に寄与すると同時に工期の短縮も図れる。
The receiving member circle and the engaging member (12+ are used in combination as shown in FIG. 9, and the peripheral surface (lla) of the receiving member
and the arcuate curved surface (12a) of the engaging member 02) are brought into contact with each other, and then both are fixed with the fastening fittings shown in FIGS. 10 and 11. In other words, since the contact surfaces of the receiving member and the engaging member are engaging surfaces that can be slid against each other, as shown in FIG. ) (Moshikake Hiuchi (5)) angle is
You can set this freely. Therefore, after holding this angle at the required angle, the fastening fitting is tightened using the receiving member (11), the engaging member 02, and the entire fastening fitting side.The main body (14a) has a bifurcated shape. and a pair of left and right tightening poles) (
14b), so by inserting the main body (14a) into the abutting surfaces of both members Uυ (12) and screwing in the tightening bolt, the two are tightly fixed. After doing this, the end plate (12b) on the retaining member α is matched with the strut (2) or the flint (5), and both are tightened with bolts (QS). The assembly is as shown in Figures 20 and 21. According to the present invention, the complicated work of producing custom-made receiving pieces by on-site processing and pouring concrete, which were previously required, is completely eliminated. Since it is possible to omit this, it contributes to labor saving and at the same time shortens the construction period.

第12図は第6〜11図に示すと同様な部材を用いて、
山止め工事における斜梁(8)をとシつける場合を示し
、前記実施例と異なるのは、受部材aυにおける円弧状
の局面(lla)の向きが横からみて丸く形成されてい
る点のみである。その他の点はその構成において前記実
施例と変シがないので、同一符号を用いて各部材を示し
た。このように本発明における受部材の円弧面の向きは
、これを自由に設定できるもので、このことは後記の各
実施例についてもあてはまる。
FIG. 12 uses the same members as shown in FIGS. 6 to 11,
This figure shows the case of attaching a diagonal beam (8) in pile-stopping work, and differs from the previous embodiment only in that the direction of the arc-shaped curved surface (lla) on the receiving member aυ is rounded when viewed from the side. be. In other respects, the structure is the same as that of the previous embodiment, so the same reference numerals are used to denote each member. As described above, the direction of the circular arc surface of the receiving member in the present invention can be freely set, and this also applies to each of the embodiments described below.

第13〜14図に示す実施例は、前記実施例に示すよう
な締付金具0くを必らずしも用いる必要がない事例であ
る。すなわちこの場合には係合部材醤の側において、円
弧状彎曲面(12a)の内側に形成された凹陥部0Qの
上下両面に係止板α7)(17)を熔接しておき、これ
ら係止板の間に、腹起し側にとシつけた受部材01)を
すっぽシと嵌め込んで固定する。このようにすれば、前
記のような締付金具θ荀を用いる必要はないが、この金
具(14)を併用して緊締してもよいことは勿論である
。ちなみに第15〜16図は、前記係止板を受部材の側
にと9つけ、それに対応する係合部材の側には、係止板
をとりつけず、単に第8図の右側に示したのと同様な構
成とした場合である。符号0樽で示すものが、受部材側
の係止板であって、上下に配設された係止板の間に保合
部材αのを嵌込むようにしてもよい(第16図参照)。
The embodiment shown in FIGS. 13 and 14 is an example in which it is not necessary to use the fastening metal fittings shown in the previous embodiment. That is, in this case, on the side of the engagement member, locking plates α7) (17) are welded to both the upper and lower surfaces of the concave portion 0Q formed inside the arcuate curved surface (12a), and these locking plates The receiving member 01), which is attached to the upright side, is completely fitted between the plates and fixed. In this way, it is not necessary to use the above-mentioned tightening metal fitting θ, but it goes without saying that this metal fitting (14) may also be used for tightening. Incidentally, in Figures 15 and 16, the locking plate is attached to the side of the receiving member, but no locking plate is attached to the corresponding engaging member side, and the locking plate is simply shown on the right side of Figure 8. This is a case where the configuration is similar to that. The reference numeral 0 barrel indicates a locking plate on the receiving member side, and the retaining member α may be fitted between the locking plates disposed above and below (see FIG. 16).

次に、第17〜19図に示す実施例について説明する。Next, the embodiment shown in FIGS. 17 to 19 will be described.

同図に示すものは受部材αυおよび係合部材α2の各主
体を構成する円弧状の受環(lid)と円弧状の凹面板
(12d)の各々に、第18図に示すような長孔(11
を穿設し、との長孔を上下の位置関係において合致させ
た後、この長孔に第19図に示す凹凸形ワッシャ(20
a) (20b)をあてがい、その両者をボルトナツト
(21)で締付けて固定するようにした事例である。こ
のようにしたときも、受部材と係合部材の双方は受環(
11d)の中心を軸芯として相互に摺動可能であるから
、切梁、火打ちまたは斜梁の角度設定を任意に行うこと
ができ、しかも両者を摺動させたときにも長孔Qlによ
り、両者の締結が可能である。
The one shown in the same figure has elongated holes as shown in FIG. (11
After drilling and aligning the elongated holes with and in the vertical positional relationship, insert a concave-convex washer (20
a) This is an example in which (20b) is applied and both are tightened and fixed with bolts and nuts (21). Even when this is done, both the receiving member and the engaging member are connected to the receiving ring (
11d) can be slid relative to each other with the center as the axis, so the angle of the strut, flint or diagonal beam can be set arbitrarily, and even when both are slid, the elongated hole Ql allows It is possible to conclude both.

上記の各部材を用いて実際の山止め工事を行った場合を
図示すると、第20〜21図に示すと□おシで、腹起し
に対する切梁ならびに火打ちの取付け、および斜梁の架
設も極めて円滑に行うことができる。
To illustrate the case in which actual pile-stopping work is carried out using each of the above-mentioned members, it is shown in Figures 20 and 21. It can be done extremely smoothly.

ところで、本発明の自在ピースは上記のような構成およ
び作用効果を奏するので、これをそのま\一般の支保工
におけるユニバーサルジヨイントとしても使用すること
ができる。一般の支保工に用いられているユニバーサル
ジヨイントJは、第22図に示すとおシで、このものは
−例として第23図に示すように、橋脚建設時のコンク
リート型枠を支持する支保工にの一部において、被支持
部材が斜めまたは彎曲しているような個所に用いられて
いる。このジヨイントは第22図からも明らかなように
、中心部のピンPで荷重を支えるようになっているから
、大きな荷重には耐えられず、また支点効果を高めるた
めには、廻転防止のために別途に廻転止めを兼ねた補強
片を熔接しなければならない等の不便があったが、この
部分のユニバーサルジヨイントJに替えて本発明の自在
ピースを用いた場合(第24図参照)には、このような
不都合がすべて解消され、しかもユニバーサルジヨイン
トを使用するのに較べ、癌かに安くその目的を達成しう
る点で、画期的な効果を奏する。
By the way, since the flexible piece of the present invention has the above-described configuration and effects, it can also be used as it is as a universal joint in general shoring. The universal joint J used for general shoring is shown in Figure 22, and as an example, as shown in Figure 23, it is used for shoring to support concrete formwork during bridge pier construction. In some cases, it is used where the supported member is oblique or curved. As is clear from Figure 22, this joint supports the load with the pin P in the center, so it cannot withstand large loads, and in order to increase the fulcrum effect, it is necessary to prevent rotation. However, if the flexible piece of the present invention is used in place of the universal joint J in this part (see Figure 24), This has a revolutionary effect in that all of these inconveniences are eliminated and the purpose can be achieved much more cheaply than using a universal joint.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は山止め工事を行う際の敷地の一例を示す斜視図
、第2図は同上山土め架構の一部を示す拡大平面図、第
3〜4図は第2図のA、B部分の拡大斜視図、第5図は
同上斜梁の態様を示す側面図、第6図は本発明の自在ピ
ースの一例を示す平面図、第7図は受部材の正面図、第
8図は同上側面図、第9図は組合せ状態を示す平面図、
第10図は締付金具の側面図、第11図は同上平面図、
第12図は本発明の自在ピースを斜梁に用いた場合の側
面図、第13図は本発明における他の実施例を示す平面
図、第14図は同上側面図、第15図は他の実施例たる
受部材の平面図、第16図は同上側面図、第17図は更
に別の実施態様を示す自在ピースの平面図、第18図は
同上受部材部分の側面図、第19図は凹凸形ワッシャに
よる締付金具の平面図、1第20図は本発明の自在ピー
スを用いて山止め工事を行った場合の平面図、第21図
は同上一部の拡大斜視図、第22図は従来型のユニバー
サルジヨイントの斜視図、第23図は同上使用例を示す
橋脚支保工の正面図、第24図は本発明の自在ピースを
支保工の一部に用いた事例を示す斜視図である。 α〔:ジョイントプレート (10a) :ポルト孔    αυaυ:受部材(l
la) :円弧状局面   (11d) :受環02:
保合部材     (12a) :凹形彎曲面(12b
) :端面板     (12d) :凹面板aS:補
強板      α荀:締付金具Q!9C)I) : 
ホル) ナツトH: 凹陥部aη08:係止板    
 aI:長孔(20a) (20b) ’凹凸形ワッシ
ャ丸藤シートパイル株式会社 代理人 芦 1)直 衛 第1図 第3図 第2図 第4図 第20FI!J $ 21  図 第22図 第23図
Fig. 1 is a perspective view showing an example of the site where damming work is to be carried out, fig. 2 is an enlarged plan view showing a part of the dam structure as above, and figs. 3 and 4 are A and B in Fig. 2. FIG. 5 is a side view showing the mode of the diagonal beam, FIG. 6 is a plan view showing an example of the flexible piece of the present invention, FIG. 7 is a front view of the receiving member, and FIG. The same side view as above, FIG. 9 is a plan view showing the combined state,
Fig. 10 is a side view of the tightening fitting, Fig. 11 is a plan view of the same as above,
Fig. 12 is a side view when the flexible piece of the present invention is used as a diagonal beam, Fig. 13 is a plan view showing another embodiment of the present invention, Fig. 14 is a side view of the same, and Fig. 15 is a side view of another embodiment of the present invention. FIG. 16 is a plan view of the receiving member according to the embodiment, FIG. 16 is a side view of the same, FIG. 17 is a plan view of a flexible piece showing another embodiment, FIG. 18 is a side view of the receiving member portion of the above, and FIG. 19 is a side view of the receiving member. 1. A plan view of a fastening fitting using a concave-convex washer, 1. FIG. 20 is a plan view of a case in which the flexible piece of the present invention is used for locking work, FIG. 21 is an enlarged perspective view of a part of the same, and FIG. 22. 23 is a front view of a pier support showing an example of the use of the same as above; FIG. 24 is a perspective view showing an example in which the flexible piece of the present invention is used as part of a support. It is. α[: Joint plate (10a): Port hole αυaυ: Reception member (l
la): Arc-shaped curve (11d): Receiving ring 02:
Retaining member (12a): Concave curved surface (12b
): End plate (12d): Concave plate aS: Reinforcement plate αX: Tightening bracket Q! 9C)I) :
Hole) Nut H: Concave portion aη08: Locking plate
aI: Long hole (20a) (20b) 'Concave and convex washer Marufuji Sheet Pile Co., Ltd. Agent Ashi 1) Nao Mamoru Figure 1 Figure 3 Figure 2 Figure 4 Figure 20FI! J $ 21 Figure 22 Figure 23

Claims (4)

【特許請求の範囲】[Claims] (1) ジヨイントプレートの片面に円弧状局面を突出
形成させた受部材と、前記局面に適合する凹形変曲面を
具えた係合部材を組合せ、かつ前記周面と変曲面とを廻
動自在に当接させた上で両者を固定して成る山止め及び
支保工用自在ピース0
(1) A receiving member having a protruding arc-shaped curved surface formed on one side of a joint plate is combined with an engaging member having a concave curved surface that fits the curved surface, and the circumferential surface and the curved surface are rotated. A flexible piece for mountain stop and shoring made by freely abutting and fixing the two parts 0
(2)  受部材における円弧状局面または係合部材に
おける凹形彎曲面の何れか一方に、その上下面を塞ぐよ
うな係止板全固着して成る特許請求の範囲第1項記載の
自在ピース。
(2) The flexible piece according to claim 1, which is formed by completely fixing a locking plate to either the arcuate curved surface of the receiving member or the concave curved surface of the engagement member so as to close the upper and lower surfaces thereof. .
(3)受部材側の突出局面と係合部材側の凹形彎曲面と
を突き合せた後、互いに重なり合った双方の面全締付金
具で咬え込んで固定するようにした特許請求の範囲第1
項またけ第2項記載の自在ピース。
(3) The scope of the patent claims that after the protruding curved surface on the receiving member side and the concave curved surface on the engaging member side are brought into contact with each other, both of the overlapping surfaces are engaged and fixed with full fastening fittings. 1st
The flexible piece described in item 2.
(4)受部材側の突出局面と保合部材側の凹形彎曲面の
双方に長孔を穿設し、この長孔を介して前記両者を凹凸
形ワッシャとボルトナツトで締結して成る特許請求の範
囲第1項記載の自在ピース0
(4) A patent claim in which a long hole is formed in both the protruding surface on the receiving member side and the concave curved surface on the retaining member side, and the two are fastened through the long hole with a concave-convex washer and a bolt nut. Range of free piece 0 described in item 1
JP13299582A 1982-07-31 1982-07-31 YAMADOMEOYOBISHIHOKOYOJIZAIPIISU Expired - Lifetime JPH0240804B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13299582A JPH0240804B2 (en) 1982-07-31 1982-07-31 YAMADOMEOYOBISHIHOKOYOJIZAIPIISU

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13299582A JPH0240804B2 (en) 1982-07-31 1982-07-31 YAMADOMEOYOBISHIHOKOYOJIZAIPIISU

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP17390A Division JPH0369719A (en) 1990-01-04 1990-01-04 Adjustable piece for landslide protection wall and timbering

Publications (2)

Publication Number Publication Date
JPS5924033A true JPS5924033A (en) 1984-02-07
JPH0240804B2 JPH0240804B2 (en) 1990-09-13

Family

ID=15094320

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13299582A Expired - Lifetime JPH0240804B2 (en) 1982-07-31 1982-07-31 YAMADOMEOYOBISHIHOKOYOJIZAIPIISU

Country Status (1)

Country Link
JP (1) JPH0240804B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012241477A (en) * 2011-05-23 2012-12-10 Taisei Corp Diagonal beam mounting structure
JP2013072264A (en) * 2011-09-29 2013-04-22 Gecoss Corp Beam retaining rotary piece
CN114809006A (en) * 2022-04-23 2022-07-29 中国五冶集团有限公司 Deep foundation pit supporting structure capable of preventing deformation

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012241477A (en) * 2011-05-23 2012-12-10 Taisei Corp Diagonal beam mounting structure
JP2013072264A (en) * 2011-09-29 2013-04-22 Gecoss Corp Beam retaining rotary piece
CN114809006A (en) * 2022-04-23 2022-07-29 中国五冶集团有限公司 Deep foundation pit supporting structure capable of preventing deformation

Also Published As

Publication number Publication date
JPH0240804B2 (en) 1990-09-13

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