JPH09177316A - Form doubling as spacer of pc post joining part - Google Patents

Form doubling as spacer of pc post joining part

Info

Publication number
JPH09177316A
JPH09177316A JP33726995A JP33726995A JPH09177316A JP H09177316 A JPH09177316 A JP H09177316A JP 33726995 A JP33726995 A JP 33726995A JP 33726995 A JP33726995 A JP 33726995A JP H09177316 A JPH09177316 A JP H09177316A
Authority
JP
Japan
Prior art keywords
columns
spacer
column
gap
grout material
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
JP33726995A
Other languages
Japanese (ja)
Other versions
JP2998621B2 (en
Inventor
Shoichi Ikeda
正一 池田
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP33726995A priority Critical patent/JP2998621B2/en
Publication of JPH09177316A publication Critical patent/JPH09177316A/en
Application granted granted Critical
Publication of JP2998621B2 publication Critical patent/JP2998621B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a form which serves also as a spacer which is capable of joining PC posts with each other easily. SOLUTION: A plurality of weir boards 6a and 6b are set up windingly in a joining area of upper and lower PC posts 1 and 2 in such a fashion that they may surround the joining area, thereby closing up a clearance between the PC posts 1 and 2 while a plurality of fixing areas 6d and 6e are provided, which are projectingly mounted on the weir boards 6a and 6b and bolted with the outside surfaces 1a and 1b and 2 and 2b of the PC posts 1 and 2 respectively and which are designed to fix the weir boards 6a and 6b with the outside surfaces 1a and 1b of the PC posts 1 and the outside surfaces 2a and 2b of the PC post 2, thereby constituting this form which serves as a spacer.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】この発明は、PC柱を接合す
る際の、PC柱の接合部に所定の間隙部を保持するスペ
ーサおよび上下PC柱間の間隙部にモルタルを注入する
際の型枠として使用されるPC柱接合部のスペーサ兼用
型枠(以下「スペーサ兼用型枠」という)に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a spacer for holding a predetermined gap in a joint between PC columns and a frame for injecting mortar into the gap between upper and lower PC columns when joining the PC columns. A mold used also as a spacer for a PC column joint (hereinafter referred to as "spacer used mold").

【0002】[0002]

【従来の技術】最近では、現場施工の省力化、工期の短
縮化などを図るために、工場生産されたプレキャストコ
ンクリート柱(以下「PC柱」という)が鉄筋コンクリ
ート構造物の柱として使用され、このPC柱は端部に突
設された柱主筋どうしを繋ぎ、その周囲にモルタルを充
填することにより一体的に接合して使用される。
2. Description of the Related Art Recently, factory-produced precast concrete pillars (hereinafter referred to as "PC pillars") have been used as pillars of reinforced concrete structures in order to save labor in on-site construction and shorten the construction period. The PC column is used by integrally connecting the column main bars projecting at the ends and filling the periphery with mortar to integrally join them.

【0003】図5は、上下PC柱を接合する従来方法の
一例を示し、図において、符号1と2は上下に重ねら
れ、一体的に接合されるPC柱、3は上下PC柱1,2 の
コンクリート中にそれぞれ配筋され、かつ、端部が上下
PC柱1,2 の端部にそれぞれ突設された柱主筋、4は上
下PC柱1と2との接合部にその周囲に連続して添え付
けられ、かつ、番線などの緊結材によって固定され、上
下PC柱1,2 間の間隙部にモルタルを充填する際の型
枠、そして、符号5はPC柱1の外側面部1aおよび1bに
形成され、上下PC柱1,2 の柱主筋3どうしを連結する
カプラー内および上下PC柱1,2 間の間隙部にモルタル
などのグラウト材を注入するためのグラウト材注入口で
ある。
FIG. 5 shows an example of a conventional method of joining upper and lower PC columns. In the figure, reference numerals 1 and 2 are vertically stacked and integrally joined, and PC columns 3 are upper and lower PC columns 1, 2 respectively. Column reinforcements 4 which are respectively laid in the concrete and whose ends project from the ends of the upper and lower PC columns 1 and 2, respectively, are continuous at the joints between the upper and lower PC columns 1 and 2 and around them. Formed when the mortar is filled in the gap between the upper and lower PC columns 1 and 2 and is fixed by a binding material such as a wire, and the reference numeral 5 indicates the outer surface portions 1a and 1b of the PC column 1. Is a grout material injection port for injecting grout material such as mortar into the coupler that connects the main pillars 3 of the upper and lower PC pillars 1 and 2 and into the gap between the upper and lower PC pillars 1 and 2.

【0004】このような構成において、上下PC柱1と
2とを接合するには、PC柱2の上にPC柱1をクレー
ン(図省略)で吊るなどして設置し、双方の柱主筋3ど
うしをカプラーを介して接合する。次に、上下PC柱1,
2 の接合部の周囲に型枠4を設置して上下PC柱1,2 間
の間隙部の周囲を塞ぐ。次に、グラウト材注入口5から
カプラーおよび型枠4によって塞がれた上下PC柱1,2
間の間隙部にモルタルなどのグラウト材を注入する。そ
して、グラウト材が充分な強度を発現したら型枠4を取
り外す。
In such a structure, in order to join the upper and lower PC columns 1 and 2, the PC column 1 is installed on the PC column 2 by hanging a crane (not shown), and the main columns 3 of both columns are connected. Join each other through a coupler. Next, the upper and lower PC pillars 1,
A form 4 is installed around the joint of 2 to close the gap between the upper and lower PC columns 1 and 2. Next, the upper and lower PC columns 1 and 2 blocked from the grout material injection port 5 by the coupler and the mold 4
A grout material such as mortar is injected into the gap between them. Then, when the grout material exhibits sufficient strength, the form 4 is removed.

【0005】[0005]

【発明が解決しようとする課題】従来、上下PC柱1と
2は以上説明したような方法によって接合されている
が、型枠4が合板や桟木などから構成され、かつ、これ
らを所定の寸法や形状に切断したりして加工する必要が
あるので、型枠の製作が面倒であり、また、加工による
木くずが大量に発生し、しかも、これらはほとんど転用
ができないので、きわめて不経済であるなどの課題があ
った。さらに、型枠4は番線などの緊結材によって固定
されているので、型枠4の取り付けが面倒なだけでな
く、取り付けが雑になりやすく施工精度にも問題があっ
た。
Conventionally, the upper and lower PC columns 1 and 2 are joined by the method as described above, but the form 4 is made of plywood or a shackle and has a predetermined size. It is very uneconomical because it is troublesome to make the formwork because it needs to be cut or processed into shapes, and a large amount of wood chips are generated by the processing, and these can hardly be diverted. There was such a problem. Further, since the formwork 4 is fixed by a binding material such as a numbering wire, not only is the mounting of the formwork 4 troublesome, but the installation is also messy and there is a problem in construction accuracy.

【0006】この発明は、以上の課題を解決するために
なされたもので、PC柱どうしを簡単にかつ確実強固に
接合できることを可能にしたPC柱接合部のスペーサ兼
用型枠を提供することを目的とする。
The present invention has been made in order to solve the above problems, and it is an object of the present invention to provide a spacer / form frame for a PC pillar joint portion, which enables the PC pillars to be joined easily and securely. To aim.

【0007】[0007]

【課題を解決するための手段】この発明に係るPC柱接
合部のスペーサ兼用型枠は、PC柱の接合部にその周囲
に巻回して設置され、前記接合部の間隙部を塞ぐ複数枚
の堰板と、この堰板に突設され、前記PC柱の外側面部
にそれぞれボルト止めされ、前記堰板を前記PC柱に固
定する複数個の固定部とを有して構成されている。
A spacer-cum-form of a PC column joint portion according to the present invention is installed around a joint portion of a PC column by winding it around the joint portion of the PC column and closing a gap portion of the joint portion. It comprises a weir plate and a plurality of fixing portions that are provided so as to project from the weir plate, are bolted to the outer surface portions of the PC columns, and fix the weir plate to the PC columns.

【0008】[0008]

【発明の実施の形態】図1〜図4は、この発明に係るス
ペーサ兼用型枠の一実施例を示し、図において、前記従
来例と同一部分には同一符号を付し、その説明を省略す
る。
1 to 4 show an embodiment of a spacer-cum-form according to the present invention. In the drawings, the same parts as those of the conventional example are designated by the same reference numerals, and the description thereof will be omitted. To do.

【0009】符号6は上下PC柱1,2 の接合部に、その
周囲に巻回して取り付けられ、上下PC柱1,2 間の間隙
部Aを一定に保持するとともに、間隙部Aの周囲を塞ぐ
スペーサ兼用型枠、7はPC柱2の外側面部に接合され
た、H形鋼からなる鉄骨ばりである。
Reference numeral 6 is attached to the joining portion of the upper and lower PC columns 1 and 2 by winding it around the joint portion so as to keep the gap A between the upper and lower PC columns 1 and 2 constant and to surround the periphery of the gap A. A form also used as a spacer for closing, and 7 is a steel beam made of H-shaped steel, which is joined to the outer surface of the PC column 2.

【0010】スペーサ兼用型枠6は上下PC柱1,2 間の
間隙部Aの外側に、上下両側部を上下PC柱1,2 の外側
面部1aと2aおよび1bと2bにそれぞれ添え付けて設置さ
れ、間隙部Aの外側を塞ぐ堰板6aおよび6bと、この堰板
6aおよび6bの一端に取り付けられ、この堰板6aと6bとを
回転自在に連結する丁番6cと、堰板6aおよび6bの上下両
側部に上下PC柱1,2 の外側面部1aと2aおよび1bと2bに
沿ってそれぞれ突設され、上下PC柱1,2 の外側面部1
a,1b および2a,2b に固定ボルト8によってそれぞれボ
ルト止めされ、堰板6aおよび6bとPC柱1、堰板6aおよ
び6bとPC柱2とをそれぞれ連結する複数個の固定片6d
および6eと、堰板6aおよび6bの他端に突設され、連結ボ
ルト9によって互いに連結される連結部6fおよび6gとを
有して構成されている。
The spacer-cum-form 6 is installed outside the gap A between the upper and lower PC columns 1 and 2, and both upper and lower sides are attached to the outer surface portions 1a and 2a and 1b and 2b of the upper and lower PC columns 1 and 2, respectively. And the weir plates 6a and 6b that block the outside of the gap A and the weir plates
A hinge 6c attached to one end of 6a and 6b and rotatably connecting the weir plates 6a and 6b, and outer side portions 1a and 2a of the upper and lower PC columns 1 and 2 on both upper and lower sides of the weir plates 6a and 6b. Outer surface parts 1 of the upper and lower PC columns 1 and 2 which are respectively projected along 1b and 2b.
A plurality of fixing pieces 6d, which are bolted to a, 1b and 2a, 2b by fixing bolts 8, respectively connect the weir plates 6a and 6b to the PC column 1, and the weir plates 6a and 6b to the PC column 2, respectively.
And 6e, and connecting portions 6f and 6g that project from the other ends of the barrier plates 6a and 6b and are connected to each other by a connecting bolt 9.

【0011】固定片6dおよび6eには固定ボルト8を挿通
するボルト孔10が形成され、固定片6eのボルト孔10は堰
板6aおよび6bの位置調整が可能なようにルーズ孔になっ
ている。また、固定片6eは堰板6aおよび6bとそれぞれ一
体的に形成され、固定片6dは上下PC柱1,2 の接合時
に、間隙部Aの寸法を決定した後、堰板6aおよび6bにそ
れぞれ溶接するなどして突設される。
Bolt holes 10 for inserting the fixing bolts 8 are formed in the fixing pieces 6d and 6e, and the bolt holes 10 of the fixing piece 6e are loose holes so that the positions of the dam plates 6a and 6b can be adjusted. . Further, the fixing piece 6e is integrally formed with the dam plates 6a and 6b, and the fixing piece 6d is attached to the dam plates 6a and 6b after the size of the gap A is determined when the upper and lower PC columns 1 and 2 are joined. It is projected by welding.

【0012】また、連結部6fは堰板6aの他端を長めにし
て形成され、連結部6gは堰板6bの他端をL字状に折り曲
げて形成され、さらに、連結部6fおよび6gには連結ボル
ト9を挿通するボルト孔11が形成されている。
The connecting portion 6f is formed by extending the other end of the weir plate 6a, the connecting portion 6g is formed by bending the other end of the weir plate 6b into an L shape, and the connecting portions 6f and 6g are further connected to each other. Has a bolt hole 11 through which the connecting bolt 9 is inserted.

【0013】また、堰板6aには間隙部A内にモルタルな
どのグラウト材12を注入するためのグラウト材注入孔13
が形成されている。
Further, the dam plate 6a has a grout material injection hole 13 for injecting the grout material 12 such as mortar into the gap A.
Are formed.

【0014】このように構成されたスペーサ兼用型枠6
は2個を一組として上下PC柱1,2の接合部に設置さ
れ、それぞれ上下PC柱1,2 の隣接する二面の外側面部
1aと1bおよび2aと2bに添え付けて設置され、かつ、連結
部6fと6gとが連結ボルト9で連結されることにより矩形
リング状をなして上下PC柱1,2 間の間隙部Aの周囲を
塞いでいる。
Form frame 6 also serving as a spacer constructed in this way
Are installed at the joints of the upper and lower PC columns 1 and 2 as a set, and the outer surface parts of the two adjacent upper and lower PC columns 1 and 2 respectively.
It is installed by attaching to 1a and 1b and 2a and 2b, and the connecting portions 6f and 6g are connected by the connecting bolts 9 to form a rectangular ring shape, and the gap A between the upper and lower PC columns 1 and 2 is formed. It is blocking the surroundings.

【0015】また、固定片6dと6fが上下PC柱1,2 の外
側面部1aと1bおよび2aと2bに固定ボルト8によってそれ
ぞれ固定されることによって、上下PC柱1,2 が連結さ
れ、かつ、上下PC柱1,2 の接合部に一定大の間隙部A
が確保されてる。
Further, the fixing pieces 6d and 6f are fixed to the outer side surface portions 1a and 1b and 2a and 2b of the upper and lower PC columns 1 and 2 by the fixing bolts 8 so that the upper and lower PC columns 1 and 2 are connected, and , A gap A of a certain size at the joint between the upper and lower PC columns 1 and 2.
Is secured.

【0016】このような構成において、次に、この発明
に係るスペーサ兼用型枠を使用した上下PC柱1,2 の接
合方法を簡単に説明する。
Next, a method for joining the upper and lower PC columns 1 and 2 using the frame for spacers according to the present invention will be briefly described.

【0017】(1) 最初に、PC柱2の真上にPC柱1を
クレーンなどで吊って設置し、双方の柱主筋3の端部ど
うしをカプラー14によって仮連結する。
(1) First, the PC column 1 is hung and installed right above the PC column 2 with a crane or the like, and the ends of both column main bars 3 are temporarily connected by a coupler 14.

【0018】(2) 次に、上下PC柱1,2 の接合部に2個
のスペーサ兼用型枠をPC柱2の外側面部2aおよび2bに
固定ボルト8でボルト止めして設置する。また、スペー
サ兼用型枠どうしを連結ボルト9によってリング状に連
結する。
(2) Next, two spacer-cum-forms are installed at the joints between the upper and lower PC columns 1 and 2 by bolting them to the outer surface portions 2a and 2b of the PC columns 2 with fixing bolts 8. In addition, the spacer-cum-forms are connected in a ring shape by the connecting bolt 9.

【0019】(3) 次に、上下PC柱1,2 間の間隙部Aの
寸法を決め、固定片6dを堰板6aおよび6bに溶接して取り
付け、かつ、固定片6dをPC柱1の外側面部1aと1bに固
定ボルト8によってそれぞれ固定する。
(3) Next, the size of the gap A between the upper and lower PC columns 1 and 2 is determined, the fixing piece 6d is attached to the dam plates 6a and 6b by welding, and the fixing piece 6d is attached to the PC column 1. The outer side surface portions 1a and 1b are fixed with fixing bolts 8, respectively.

【0020】(4) そして、カプラー14内および上下PC
柱1,2 間の間隙部Aにグラウト材注入口13からモルタル
などのグラウト材12を圧入し、グラウト材12が充分な強
度を発現するまで充分に養生する。そして、モルタルが
充分な強度を発現したらスペーサ兼用型枠6を取り外
す。
(4) Then, the inside of the coupler 14 and the upper and lower PCs
The grout material 12 such as mortar is press-fitted into the gap A between the columns 1 and 2 through the grout material injection port 13 and is sufficiently cured until the grout material 12 exhibits sufficient strength. Then, when the mortar develops sufficient strength, the spacer-cum-form 6 is removed.

【0021】なお、堰板6aにグラウト材注入口13を設け
ることにより、従来PC柱1の外側面部に設けられてい
る上下グラウト材注入口5のうち、下側のグラウト材注
入口5を省略することができる。
By providing the dam plate 6a with the grout material inlet 13, the lower grout material inlet 5 of the upper and lower grout material inlets 5 conventionally provided on the outer surface of the PC column 1 is omitted. can do.

【0022】また、スペーサ兼用型枠6は、堰板6aおよ
び6bを所定の曲率を有する円弧状に形成することによ
り、円形状に形成されたPC柱どうしを接合する際のス
ペーサ兼用型枠としても使用することができる。
Further, the spacer-cum-form frame 6 is formed as the dam plates 6a and 6b in the shape of an arc having a predetermined curvature, so that the spacer-form mold 6 serves as a spacer-form mold for joining the circular PC columns together. Can also be used.

【0023】[0023]

【発明の効果】この発明に係るスペーサ兼用型枠は以上
説明した構成からなり、PC柱の接合部にその周囲に連
続して設置され、前記接合部の周囲を塞ぐ複数枚の堰板
と、この堰板に突設され、前記PC柱の外側面部にそれ
ぞれボルト止めされ、前記PC柱どうしを接合する複数
個の固定部とを有して構成されているので、特に、PC
柱の外側面部にボルト止めして固定されているので、P
C柱どうしを確実に仮接合でき、かつ、接合部にモルタ
ルなどのグラウト材を注入するための間隙部を確実に確
保できるので、施工精度が高められてPC柱どうしを確
実強固に接合できる効果がある。
EFFECTS OF THE INVENTION The spacer-cum-form according to the present invention has the above-described structure, and a plurality of weir plates that are continuously installed in the periphery of the joint portion of the PC column and close the periphery of the joint portion. In particular, since it is configured to have a plurality of fixing portions projecting from the barrier plate, bolted to the outer surface portions of the PC columns, and joining the PC columns to each other,
Since it is fixed to the outer surface of the pillar by bolting, P
The effect is that the C columns can be securely temporarily joined together and the gap for injecting grout material such as mortar into the joint can be surely secured, so that the construction accuracy is improved and the PC columns can be securely joined together. There is.

【0024】また、PC柱の接合部に必要な間隙部を保
持するスーペサと、接合部の間隙部にモルタルを圧入す
る際の型枠との両方を兼ねるので、スペーサと型枠とを
同時に設置できるなどして施工の省力化が図れ、また、
きわめて経済的でもある。
Further, since it serves both as a super-spacer for holding a gap necessary for the joint portion of the PC column and as a formwork for press-fitting the mortar into the gap portion of the joint part, the spacer and the formwork are installed at the same time. By doing so, you can save labor in construction,
It is also extremely economical.

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

【図1】スペーサ兼用型枠の使用状態を示す上下PC柱
の接合部を示す斜視図である。
FIG. 1 is a perspective view showing a joint portion between upper and lower PC columns showing a usage state of a frame that also serves as a spacer.

【図2】図1における上下PC柱の接合部の横断面図で
ある。
FIG. 2 is a cross-sectional view of a joint portion between upper and lower PC columns in FIG.

【図3】図1におけるa−a線断面図である。FIG. 3 is a sectional view taken along line aa in FIG.

【図4】図1におけるb−b線断面図である。FIG. 4 is a sectional view taken along line bb in FIG. 1;

【図5】従来の上下PC柱の接合部を示す斜視図であ
る。
FIG. 5 is a perspective view showing a conventional joint portion between upper and lower PC columns.

【符号の説明】[Explanation of symbols]

1,2 …PC柱、3…柱主筋、4…型枠、5…グラウト材
注入口、6…スペーサ兼用型枠、6a,6b …堰板、6c…丁
番、6d,6e …固定部、6f,6g …連結部、7…鉄骨ばり、
8…固定ボルト、9…連結ボルト、10,11 …ボルト孔、
12…グラウト材、13…グラウト材注入口、14…カプラ
ー。
1,2 PC pillars, 3 pillar main bars, 4 molds, 5 grout material injection port, 6 spacer molds, 6a, 6b weir plates, 6c hinges, 6d, 6e fixing parts, 6f, 6g ... Connection, 7 ... Steel beam,
8 ... Fixing bolts, 9 ... Connecting bolts, 10,11 ... Bolt holes,
12 ... Grout material, 13 ... Grout material inlet, 14 ... Coupler.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 材軸方向に接合されるPC柱の接合部に
設置され、前記PC柱の接合部に所定の間隙部を保持す
るとともに、前記間隙部にグラウト材を充填する際の型
枠となるPC柱接合部のスペーサ兼用型枠において、前
記PC柱の接合部にその周囲に巻回して設置され、前記
接合部の間隙部を塞ぐ複数枚の堰板と、この堰板に突設
され、前記PC柱の外側面部にそれぞれボルト止めさ
れ、前記前記堰板を前記PC柱に固定する複数個の固定
部とを有して構成してなることを特徴とするPC柱接合
部のスペーサ兼用型枠。
1. A formwork which is installed at a joint portion of a PC column to be joined in a material axis direction, holds a predetermined gap portion in the joint portion of the PC column, and fills the grout material into the gap portion. In a frame that also serves as a spacer for a PC column joint part, a plurality of weir plates installed around the joint part of the PC column and wound around the joint part to close the gap part of the joint part, and projecting on the weir plate. And a plurality of fixing portions for fixing the dam plate to the PC pillar by bolting to the outer surface of the PC pillar, respectively. Combined formwork.
JP33726995A 1995-12-25 1995-12-25 Formwork also serves as spacer for PC column joint Expired - Lifetime JP2998621B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33726995A JP2998621B2 (en) 1995-12-25 1995-12-25 Formwork also serves as spacer for PC column joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33726995A JP2998621B2 (en) 1995-12-25 1995-12-25 Formwork also serves as spacer for PC column joint

Publications (2)

Publication Number Publication Date
JPH09177316A true JPH09177316A (en) 1997-07-08
JP2998621B2 JP2998621B2 (en) 2000-01-11

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ID=18307028

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101346671B1 (en) * 2012-12-03 2014-02-14 (주)케이에이치하우징솔루션스 The pin connection structure using the spacer in the junction of pc beam and vertical member
JP2016204849A (en) * 2015-04-16 2016-12-08 清水建設株式会社 Holding jig
KR101864198B1 (en) * 2015-10-07 2018-07-16 경희대학교 산학협력단 the SRC connection structure between precast concrete column and precast concrete beam, the plate connection structure between precast concrete upper column and precast concrete lower column
JP2020176441A (en) * 2019-04-18 2020-10-29 鹿島建設株式会社 Form structure
KR20230050092A (en) * 2021-10-07 2023-04-14 이강주 Grouting band

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6148697B2 (en) * 2015-06-23 2017-06-14 大和ハウス工業株式会社 Formwork

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101346671B1 (en) * 2012-12-03 2014-02-14 (주)케이에이치하우징솔루션스 The pin connection structure using the spacer in the junction of pc beam and vertical member
JP2016204849A (en) * 2015-04-16 2016-12-08 清水建設株式会社 Holding jig
KR101864198B1 (en) * 2015-10-07 2018-07-16 경희대학교 산학협력단 the SRC connection structure between precast concrete column and precast concrete beam, the plate connection structure between precast concrete upper column and precast concrete lower column
JP2020176441A (en) * 2019-04-18 2020-10-29 鹿島建設株式会社 Form structure
KR20230050092A (en) * 2021-10-07 2023-04-14 이강주 Grouting band

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