JP2001300824A - Temporary assembling machine of column shaft for src - Google Patents

Temporary assembling machine of column shaft for src

Info

Publication number
JP2001300824A
JP2001300824A JP2000119104A JP2000119104A JP2001300824A JP 2001300824 A JP2001300824 A JP 2001300824A JP 2000119104 A JP2000119104 A JP 2000119104A JP 2000119104 A JP2000119104 A JP 2000119104A JP 2001300824 A JP2001300824 A JP 2001300824A
Authority
JP
Japan
Prior art keywords
support
supports
column shaft
base
src
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
JP2000119104A
Other languages
Japanese (ja)
Inventor
Sakae Yamamoto
栄 山本
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
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 Individual filed Critical Individual
Priority to JP2000119104A priority Critical patent/JP2001300824A/en
Publication of JP2001300824A publication Critical patent/JP2001300824A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide temporary assembling machine for easily and surely assembling a T-shaped or cross-shaped column shaft for SRC composed of H shape steel and T shape steel. SOLUTION: This temporary assembling machine of the column shaft for SRC is featured in that a pair of supports 23 and 25 are mutually oppositely arranged on a base stand 21, opposed surfaces 23a and 25a in the respective supports are set at a right angle to an upper surface 21a of the base stand, an interval between the opposed surfaces in the pair of supports is freely adjusted, the opposed surfaces in the respective supports are provided with support means 33 for supporting the shape steel so as to freely adjust the height, and a shape steel support stand 39 is arranged between the support and the support in the base stand so as to freely adjust a position in the direction for contacting and separating to these supports.

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】本発明はSRC(鉄骨鉄筋コ
ンクリート)用柱シャフトの仮組機に関するものであ
り、特にH形鋼とT形鋼とよりなるSRC用のT型又は
クロス型柱シャフトの仮組機に係るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a temporary assembling machine for a column shaft for SRC (steel reinforced concrete), and more particularly to a temporary or cross-shaped column shaft for SRC comprising H-shaped steel and T-shaped steel. It relates to an assembly machine.

【0002】[0002]

【従来の技術】例えば図11に示すように、H形鋼1と
T形鋼3とを組み合わせてSRC用のT型柱シャフト5
を組み立てる際には、一般に、H形鋼1の一方のフラン
ジ1aが床7に接触し、H形鋼1のウェブ1bが垂直に
なるようにH形鋼1を床7上に置き、T形鋼3における
ウェブ3bの端部3b’をH形鋼1におけるウェブ1b
に目視で溶接するようにしている。
2. Description of the Related Art For example, as shown in FIG. 11, an H-shaped steel 1 and a T-shaped steel 3 are combined to form a T-shaped column shaft 5 for SRC.
When assembling, the H-shaped steel 1 is generally placed on the floor 7 such that one flange 1a of the H-shaped steel 1 contacts the floor 7 and the web 1b of the H-shaped steel 1 is vertical, The end 3b 'of the web 3b in the steel 3 is connected to the web 1b in the H-section steel 1.
Weld them visually.

【0003】[0003]

【発明が解決しようとする課題】しかるに、上記従来の
技術においては、床上に置いた形鋼に別の形鋼を目視に
より溶接するようにしているため、図11に示すように
SRC用の柱シャフトにおける形鋼と形鋼との位置関係
がしばしば不正確になる。このような形鋼と形鋼との位
置関係が不正確な柱シャフトを用いて大組を行なうと目
違い等の不都合が生じ、強度が低下する。本発明はこの
ような問題を解決しようとしてなされたものである。
However, in the above-mentioned prior art, since another section steel is visually welded to a section steel placed on the floor, a column for SRC as shown in FIG. 11 is used. The positional relationship between the sections in the shaft is often inaccurate. If a large group is formed using column shafts in which the positional relationship between the shaped steel members is inaccurate, inconveniences such as misalignment occur and the strength is reduced. The present invention has been made to solve such a problem.

【0004】[0004]

【課題を解決するための手段】上記課題を解決するため
に、本発明は下記のSRC用柱シャフトの仮組機を提供
するものである。
SUMMARY OF THE INVENTION In order to solve the above problems, the present invention provides the following temporary assembly machine for an SRC column shaft.

【0005】(1)基台上には一対の支持体を相互に対
向させて配設し、各支持体における対向面は基台の上面
に対し直角となし、当該一対の支持体における対向面間
の間隔を調節自在となし、各支持体における対向面には
形鋼を高さ調節自在に支持する支持手段を備えさせ、基
台上における支持体と支持体との間には形鋼支持台をこ
れらの支持体に接離する方向に位置調節自在に配設した
ことを特徴とするSRC用柱シャフトの仮組機(請求項
1)。
(1) A pair of supports are disposed on the base so as to face each other, and the opposing surface of each support is perpendicular to the upper surface of the base, and the opposing surfaces of the pair of supports are provided. The distance between the supports is adjustable, and the supporting surface of each support is provided with support means for supporting the shape steel in a height-adjustable manner. A temporary assembling machine for an SRC column shaft, wherein a table is disposed so as to be adjustable in a direction in which it comes into contact with and separate from these supports.

【0006】(2)前記一対の支持体における対向面間
の間隔を調節自在となすために、いずれか一方の支持体
を他方の支持体に接離する方向に進退自在なし、当該他
方の支持体を基台に固定する(請求項2)。
(2) In order to adjust the distance between the opposing surfaces of the pair of supports, any one of the supports can be moved back and forth in the direction of coming into contact with or separating from the other support. The body is fixed to the base (Claim 2).

【0007】[0007]

【作用】[請求項1のSRC用柱シャフトの仮組機]請
求項1のSRC用柱シャフトの仮組機により例えばクロ
ス型のSRC用柱シャフト(図1、図5参照)を形成す
る際には、一対の支持体における対向面間の間隔を大き
く開いた状態で各支持体における支持手段にT形鋼3の
フランジ3aをそれぞれ支持させると共に該支持手段を
所望の高さに位置調節し、しゃこ万力等の固定手段によ
り該フランジ3aを支持体に固定する。また、H形鋼1
の一方のフランジ1aが形鋼支持台に接触し、H形鋼1
のウェブ1bが垂直になるようにH形鋼1を形鋼支持台
上に載置する。この状態で一対の支持体における対向面
間の間隔を狭めることにより各T形鋼3におけるウェブ
3bの端部3b’をH形鋼1のウェブ1bに当接させ、
各T形鋼3におけるウェブ3bの端部3b’をH形鋼1
のウェブ1bに溶接する。続いてH形鋼1における上側
のフランジ1aの各端部1a’と各T形鋼3におけるフ
ランジ3aの上側の端部3a’との間にそれぞれ複数の
フラットバー9を溶接する(図4をも参照)。更に、こ
のH形鋼1と二つのT形鋼3と複数のフラットバー9と
よりなるクロス型柱シャフト11の半製品11’を上記
と逆の手順により仮組機から取り外し、上下反転させた
状態で床上に置き、H形鋼1における上側となったのフ
ランジ1aの各端部1a’と各T形鋼3におけるフラン
ジ3aの端部3a’との間にそれぞれ複数のフラットバ
ー9’を溶接する。以上によりクロス型柱シャフト11
が完成する(図5参照)。
When a cross-type SRC column shaft (see FIGS. 1 and 5) is formed by the SRC column shaft temporary assembling machine according to the first aspect of the present invention. In a state in which the distance between the opposing surfaces of the pair of supports is greatly increased, the support means of each support supports the flange 3a of the T-section steel 3 and the position of the support means is adjusted to a desired height. The flange 3a is fixed to the support by fixing means such as a vice. In addition, H-section steel 1
Of the H-shaped steel 1
The H-section steel 1 is placed on the section steel support base such that the web 1b of the H-section is vertical. In this state, the end 3b ′ of the web 3b in each T-section 3 is brought into contact with the web 1b of the H-section 1 by reducing the interval between the opposing surfaces of the pair of supports.
The end 3b 'of the web 3b in each T-section 3 is
To the web 1b. Subsequently, a plurality of flat bars 9 are welded between each end 1a 'of the upper flange 1a of the H-section steel 1 and the upper end 3a' of the flange 3a of each T-section steel 3 (see FIG. 4). See also). Further, the semi-finished product 11 'of the cross-type column shaft 11 composed of the H-section steel 1, two T-section steels 3 and the plurality of flat bars 9 was detached from the temporary assembly machine by a procedure reverse to the above, and turned upside down. The flat bar 9 ′ is placed between the end 1 a ′ of the flange 1 a on the upper side of the H-section steel 1 and the end 3 a ′ of the flange 3 a of each T-section 3 in the state. Weld. Thus, the cross-type column shaft 11
Is completed (see FIG. 5).

【0008】図2、図6は、各支持体における支持手段
の高さを変えることにより、変形したクロス型柱シャフ
ト13を形成する事例を示すものであり、作業手順は上
記クロス型柱シャフト11の場合と同じである。
FIGS. 2 and 6 show an example in which a deformed cross-type column shaft 13 is formed by changing the height of the support means in each support. Is the same as

【0009】図3、図7はT型柱シャフト15を形成す
る事例を示すものである。この事例におけるT型柱シャ
フト15は、いわば前記クロス型柱シャフト11におけ
る二つのT形鋼3の一方を省略し、一つのH形鋼1と一
つのT形鋼3と複数のフラットバー9とよりなるもので
ある。この事例においては、一対の支持体における対向
面間の間隔と形鋼支持台の位置を適宜調節する必要があ
るが、作業手順は前記クロス型柱シャフト11の場合と
基本的に同じである。
FIG. 3 and FIG. 7 show an example of forming a T-shaped shaft 15. In this case, the T-shaped column shaft 15 omits one of the two T-shaped steel bars 3 in the cross-shaped column shaft 11, so to speak, one H-shaped steel bar 1, one T-shaped steel bar 3, and a plurality of flat bars 9. Consisting of In this case, it is necessary to appropriately adjust the distance between the opposing surfaces of the pair of supports and the position of the shaped steel support, but the operation procedure is basically the same as that of the cross-type column shaft 11.

【0010】[請求項2のSRC用柱シャフトの仮組
機]請求項2のSRC用柱シャフトの仮組機において
は、一対の支持体における対向面間の間隔を調節自在と
なすために、いずれか一方の支持体を他方の支持体に接
離する方向に進退自在となし、当該他方の支持体を基台
に固定している。
[0010] In the temporary assembling machine of the SRC column shaft according to the second aspect, in the temporary assembling machine of the SRC column shaft according to the second aspect, in order to make the distance between the opposing surfaces of the pair of support members adjustable, One of the supports is movable back and forth in a direction of coming and going with the other support, and the other support is fixed to a base.

【0011】[0011]

【発明の実施の形態】次に、本発明の実施の形態を添付
図面に従って説明する。符号21に示すものは仮組機の
基台である。基台21上には一対の支持体23、25を
相互に対向させて配設する。各支持体23、25におけ
る対向面23a、25aは基台21の上面21aに対し
直角である。
Next, embodiments of the present invention will be described with reference to the accompanying drawings. Reference numeral 21 denotes a base of the temporary assembly machine. A pair of supports 23 and 25 are arranged on the base 21 so as to face each other. The opposing surfaces 23a and 25a of the supports 23 and 25 are perpendicular to the upper surface 21a of the base 21.

【0012】当該一対の支持体23、25における対向
面23a、25a間の間隔を調節自在となす。即ち、一
例として一方の支持体25を他方の支持体23に接離す
る方向に進退自在となし、当該他方の支持体23を基台
21に固定する。
The distance between the opposing surfaces 23a, 25a of the pair of supports 23, 25 is adjustable. That is, as an example, one support 25 is made to be able to advance and retreat in the direction of coming into contact with and separating from the other support 23, and the other support 23 is fixed to the base 21.

【0013】図1、図8に示す事例においては、支持体
25を他方の支持体23に接離する方向に進退自在とな
るように支持体25を基台21上に配設し、該支持体2
5を固定手段27により所望の位置にて基台21に固定
し得るようにしている。固定手段27は、支持体25の
下部に固定用部材29を取り付け、該固定用部材29に
はボルト31を螺合させ、該ボルト31は固定用部材2
9に対して進退することにより基台21に接離するよう
にしてなるものである。即ち、固定用部材29に対して
ボルト31を前進させて該ボルト31の先端31aを基
台21に圧接させることにより支持体25を基台21に
固定するのである。
In the case shown in FIGS. 1 and 8, the support 25 is disposed on the base 21 so that the support 25 can move forward and backward in the direction of coming into contact with and separating from the other support 23. Body 2
5 can be fixed to the base 21 at a desired position by the fixing means 27. The fixing means 27 attaches a fixing member 29 to a lower portion of the support 25, and screws a bolt 31 to the fixing member 29. The bolt 31 is fixed to the fixing member 2
By moving back and forth with respect to 9, it comes into contact with and separated from the base 21. That is, the support member 25 is fixed to the base 21 by advancing the bolt 31 with respect to the fixing member 29 and pressing the tip 31 a of the bolt 31 against the base 21.

【0014】各支持体23、25における対向面23
a、25aには形鋼を高さ調節自在に支持する支持手段
33を備えさせる。即ち、一例として図9に示すよう
に、支持体25にはねじ棒35を進退不能且つ回転自在
になるように基台21と直角方向(上下方向)に立設
し、支持手段33は各支持体25における対向面25a
と平行な上下方向に進退自在且つ回転不能とし、該支持
手段33にはねじ棒35のおねじに対応するめねじを有
するめねじ孔(図示せず。)を備えさせ、該めねじ孔を
ねじ棒35に螺合させるのである。この事例において
は、ねじ棒35を回転させることにより支持手段33が
昇降する。なお、図8における符号37に示すものはね
じ棒35を回転させるためのハンドルである。
The opposing surfaces 23 of the supports 23, 25
A and 25a are provided with support means 33 for supporting the shaped steel so that the height can be adjusted. That is, as shown in FIG. 9 as an example, a screw rod 35 is erected on the support 25 in a direction perpendicular to the base 21 (up and down direction) so as not to advance and retreat and to be rotatable. Opposing surface 25a of body 25
The supporting means 33 is provided with a female screw hole (not shown) having a female screw corresponding to the male screw of the screw rod 35, and the female screw hole is screwed. It is screwed into the rod 35. In this case, the support means 33 is raised and lowered by rotating the screw rod 35. The reference numeral 37 in FIG. 8 denotes a handle for rotating the screw rod 35.

【0015】基台21上における支持体23と支持体2
5との間には形鋼支持台39をこれらの支持体23、2
5に接離する方向(図1〜図3における左右方向)に位
置調節自在に配設する。即ち、形鋼支持台39は基台2
1に対し支持体23、25に接離する方向に移動自在で
ある。また、形鋼支持台39を基台21に対し所望の位
置で固定し得るようにするために、一例として図10に
示すように、形鋼支持台39にはボルト41を螺合さ
せ、該ボルト41は形鋼支持台39に対して進退するこ
とにより基台21に接離するようにしている。即ち、形
鋼支持台39に対してボルト41を前進させて該ボルト
41の先端41aを基台21に圧接させることにより形
鋼支持台39を基台21に固定するのである。なお、形
鋼支持台39は、図1〜図3、図10に示すように、H
形鋼1におけるフランジ1aの長さよりも狭幅に形成
し、H形鋼1におけるフランジ1aの中央部を形鋼支持
台39上に乗せるようにすることが望ましい。
The support 23 and the support 2 on the base 21
5 between the support members 23, 2
5 in the direction (left-right direction in FIGS. 1 to 3) that comes into contact with and separates from the position 5. That is, the shape steel support base 39 is the base 2
1 is movable in a direction of coming into contact with and separating from the supports 23 and 25. In addition, as shown in FIG. 10 as an example, a bolt 41 is screwed into the section steel support 39 so that the section steel support 39 can be fixed at a desired position with respect to the base 21. The bolt 41 moves toward and away from the base 21 by moving forward and backward with respect to the section steel support base 39. That is, the bolt 41 is advanced with respect to the section steel support 39, and the tip 41a of the bolt 41 is pressed against the base 21 to fix the section steel support 39 to the base 21. As shown in FIGS. 1 to 3 and FIG.
It is desirable that the width of the flange 1 a of the section steel 1 be smaller than the length of the section 1, and that the center of the flange 1 a of the H section steel 1 be placed on the section steel support 39.

【0016】[0016]

【発明の効果】以上説明したように、本発明によれば、
H形鋼とT形鋼とを仮組機における所定の位置にセット
することにより、RC用柱シャフトの仮組溶接を容易に
行なうことができる。H形鋼とT形鋼は仮組機における
所定の位置に確実に固定されるため、溶接作業中等にH
形鋼又はT形鋼の位置がずれるおそれはない。また、一
対の支持体における対向面間の間隔は調節自在であり、
各支持体における対向面には形鋼を高さ調節自在に支持
する支持手段を備えさせ、基台上における支持体と支持
体との間には形鋼支持台をこれらの支持体に接離する方
向に位置調節自在に配設しているため、H形鋼とT形鋼
の上下方向と左右方向の位置決め操作を簡単に行なうこ
とができる。更に、形鋼のフランジを各支持体における
対向面に接触させるようにしているため、SRC用柱シ
ャフトを正確に形成することができ、大組時における目
違いが防止される。
As described above, according to the present invention,
By setting the H-section steel and the T-section steel at predetermined positions in the temporary assembling machine, temporary assembling of the RC column shaft can be easily performed. Since the H-beam and T-beam are securely fixed at predetermined positions in the temporary assembly machine, the H
There is no risk that the position of the section steel or T section steel will shift. Also, the distance between the opposing surfaces of the pair of supports is adjustable,
On each of the opposing surfaces of the supports, there is provided a support means for supporting the shape steel so that the height of the shape steel can be adjusted, and between the supports on the base, the shape steel support is brought into contact with and separated from these supports. The positioning operation in the vertical direction and the horizontal direction of the H-beam and the T-beam can be easily performed because the positions are freely adjustable in the direction in which they are formed. Furthermore, since the flange of the section steel is brought into contact with the opposing surface of each support, the SRC column shaft can be formed accurately, and misalignment in large assembly is prevented.

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

【図1】仮組機の使用状態の一例を示す側面図である。FIG. 1 is a side view showing an example of a use state of a temporary assembly machine.

【図2】同上仮組機の使用状態の別の一例を示す側面図
である。
FIG. 2 is a side view showing another example of the use state of the temporary assembly machine.

【図3】同上仮組機の使用状態の更に別の一例を示す側
面図である。
FIG. 3 is a side view showing still another example of a usage state of the temporary assembling machine.

【図4】同上仮組機の平面図である。FIG. 4 is a plan view of the temporary assembling machine.

【図5】クロス型柱シャフトの一例を示す断面図であ
る。
FIG. 5 is a cross-sectional view showing an example of a cross-type column shaft.

【図6】クロス型柱シャフトの別の一例を示す断面図で
ある。
FIG. 6 is a sectional view showing another example of the cross-type column shaft.

【図7】T型柱シャフトの一例を示す断面図である。FIG. 7 is a sectional view showing an example of a T-shaped column shaft.

【図8】支持体の固定手段の一例を示す断面図である。FIG. 8 is a cross-sectional view showing an example of a support fixing means.

【図9】形鋼を高さ調節自在に支持する支持手段の一例
を示す説明図である。
FIG. 9 is an explanatory view showing an example of a support means for supporting a shaped steel so that the height can be adjusted.

【図10】形鋼支持台の一例を示す断面図である。FIG. 10 is a sectional view showing an example of a shaped steel support base.

【図11】従来の技術により形成されたT型柱シャフト
を示す側面図である。
FIG. 11 is a side view showing a T-shaped column shaft formed by a conventional technique.

【符号の説明】[Explanation of symbols]

1 H形鋼 1a フランジ 1a’ 端部 1b ウェブ 3 T形鋼 3a フランジ 3a’ 端部 3b ウェブ 3b’ 端部 5 T型柱シャフト 7 床 9 フラットバー 9’ フラットバー 11 クロス型柱シャフト 11’ クロス型柱シャフトの半製品 13 クロス型柱シャフト 15 T型柱シャフト 21 基台 21a 上面 23 支持体 23a 対向面 25 支持体 25a 対向面 27 固定手段 29 固定用部材 31 ボルト 31a 先端 33 支持手段 35 ねじ棒 37 ハンドル 39 形鋼支持台 41 ボルト 41a 先端 DESCRIPTION OF SYMBOLS 1 H-shaped steel 1a Flange 1a 'End 1b Web 3 T-shaped steel 3a Flange 3a' End 3b Web 3b 'End 5 T-shaped column shaft 7 Floor 9 Flat bar 9' Flat bar 11 Cross type column shaft 11 'Cross Semi-finished product of a column shaft 13 Cross type column shaft 15 T type column shaft 21 Base 21a Upper surface 23 Supporter 23a Opposite surface 25 Supporter 25a Opposite surface 27 Fixing means 29 Fixing member 31 Bolt 31a Tip 33 Supporting means 35 Screw rod 37 Handle 39 Shaped steel support base 41 Bolt 41a Tip

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 基台上には一対の支持体を相互に対向さ
せて配設し、各支持体における対向面は基台の上面に対
し直角となし、当該一対の支持体における対向面間の間
隔を調節自在となし、各支持体における対向面には形鋼
を高さ調節自在に支持する支持手段を備えさせ、基台上
における支持体と支持体との間には形鋼支持台をこれら
の支持体に接離する方向に位置調節自在に配設したこと
を特徴とするSRC用柱シャフトの仮組機。
1. A pair of supports are disposed on a base so as to face each other, and the opposing surface of each support is perpendicular to the upper surface of the base. The distance between the supports is adjustable, and the supporting surface of each support is provided with support means for supporting the shape steel in a height-adjustable manner. A temporary assembling machine for an SRC column shaft, wherein the position of the shaft is freely adjustable in the direction of contacting and separating from these supports.
【請求項2】 前記一対の支持体における対向面間の間
隔を調節自在となすために、いずれか一方の支持体を他
方の支持体に接離する方向に進退自在なし、当該他方の
支持体を基台に固定したことを特徴とする請求項1のS
RC用柱シャフトの仮組機。
2. In order to make the distance between the opposing surfaces of said pair of supports adjustable, said one support can be freely moved back and forth in the direction of contacting / separating said other support. The S is fixed to a base.
Temporary assembly machine for RC column shafts.
JP2000119104A 2000-04-20 2000-04-20 Temporary assembling machine of column shaft for src Pending JP2001300824A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000119104A JP2001300824A (en) 2000-04-20 2000-04-20 Temporary assembling machine of column shaft for src

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000119104A JP2001300824A (en) 2000-04-20 2000-04-20 Temporary assembling machine of column shaft for src

Publications (1)

Publication Number Publication Date
JP2001300824A true JP2001300824A (en) 2001-10-30

Family

ID=18630140

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000119104A Pending JP2001300824A (en) 2000-04-20 2000-04-20 Temporary assembling machine of column shaft for src

Country Status (1)

Country Link
JP (1) JP2001300824A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104475991A (en) * 2014-10-25 2015-04-01 中国二十二冶集团有限公司 Cross steel reinforced concrete column assembly process
CN107023118A (en) * 2017-04-25 2017-08-08 江苏沪宁钢机股份有限公司 One kind is used for girders layer cross steel column and its processing technology
CN107237452A (en) * 2017-07-31 2017-10-10 江苏沪宁钢机股份有限公司 One kind welding corner post and preparation method thereof
KR101926247B1 (en) * 2017-01-17 2018-12-06 주식회사 액트파트너 Producing method of steel column assembly for filling concrete and steel column assembly
KR101926248B1 (en) 2017-01-17 2018-12-06 주식회사 액트파트너 Producing method of steel column assembly for filling concrete and steel column assembly

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104475991A (en) * 2014-10-25 2015-04-01 中国二十二冶集团有限公司 Cross steel reinforced concrete column assembly process
KR101926247B1 (en) * 2017-01-17 2018-12-06 주식회사 액트파트너 Producing method of steel column assembly for filling concrete and steel column assembly
KR101926248B1 (en) 2017-01-17 2018-12-06 주식회사 액트파트너 Producing method of steel column assembly for filling concrete and steel column assembly
CN107023118A (en) * 2017-04-25 2017-08-08 江苏沪宁钢机股份有限公司 One kind is used for girders layer cross steel column and its processing technology
CN107237452A (en) * 2017-07-31 2017-10-10 江苏沪宁钢机股份有限公司 One kind welding corner post and preparation method thereof

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