JPS6145009A - Insert type bridge leg block - Google Patents

Insert type bridge leg block

Info

Publication number
JPS6145009A
JPS6145009A JP16465784A JP16465784A JPS6145009A JP S6145009 A JPS6145009 A JP S6145009A JP 16465784 A JP16465784 A JP 16465784A JP 16465784 A JP16465784 A JP 16465784A JP S6145009 A JPS6145009 A JP S6145009A
Authority
JP
Japan
Prior art keywords
insert type
type bridge
bridge leg
leg block
view
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
JP16465784A
Other languages
Japanese (ja)
Inventor
吉岡 励
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.)
YAMASHITAGUMI KK
Original Assignee
YAMASHITAGUMI 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 YAMASHITAGUMI KK filed Critical YAMASHITAGUMI KK
Priority to JP16465784A priority Critical patent/JPS6145009A/en
Publication of JPS6145009A publication Critical patent/JPS6145009A/en
Pending legal-status Critical Current

Links

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】 である。[Detailed description of the invention] It is.

従来仮設棧橋の施工に於いては第1図及び第2図の如く
支持杭(1)を打設後、トソププレ−1・(2)桁受(
3)、水平継ぎ(4)、ブレス(5)を作業現場で加工
取付を行なっている為、作業現場での加工取付及び本工
事施工後の仮設棧橋解体時の撤去に多くの時間を費して
いる。
Conventionally, in the construction of temporary bridges, after driving the support piles (1) as shown in Figures 1 and 2, the Tosop Plate 1 and (2) girder supports (
3) Since the horizontal joints (4) and braces (5) are processed and installed at the work site, a lot of time is spent processing and installing them at the work site and removing them when the temporary bridge is dismantled after the main work is completed. ing.

又、桁受H型鋼(3)以外の部材、トノププレート(2
)、水平継ぎ(4)、ブレス(5)はリース材が無く購
入材料を使用し、再度の利用が困難な為スクラノプ処分
をするので材料費が高くなっている。
In addition, members other than the girder support H-shaped steel (3), the top plate (2)
), horizontal joints (4), and braces (5) require purchased materials because there is no leased material, and because it is difficult to reuse them, they must be disposed of with a scranop, resulting in high material costs.

本発明に於いては第3図〜第7図に示す様にI・ノププ
レー1− (2)、桁受(3)、水平継ぎ(4)、ブレ
ス(5)の変わりにインサーI・式橋脚フロノク(6)
を支持杭に差込み取付けを行なうもので、これにより作
業現場での取付撤去、時間の短縮に伴う工費ダウン及び
繰り返し使用する事により材料費を節減するものである
In the present invention, as shown in Figures 3 to 7, inserter I-type piers are used instead of I-knop play 1- (2), girder supports (3), horizontal joints (4), and braces (5). Hronok (6)
It is installed by inserting it into the support pile, which reduces installation and removal at the work site, reduces construction costs by shortening time, and reduces material costs by using it repeatedly.

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

第1図は従来工法に於ける仮設棧橋の正面図、第2図は
同」二側面図である。 第3図は本発明に於けるインサート式橋脚プロ偕j ソクの正面図、第4図は同」一半面図、第5図は第3図
A−A線に沿った断面図である。 第6図は本発明に於けるインサート式橋脚ブロックの支
持杭への取付後の正面図、第7図は同上側面図である。 1・・・支持杭  2・ トノププレート  3 ・桁
受4・・・ 水平継き   5・ ブレス  6 ・・
インサート式桁受ブロノク 稟6図 z7図
Figure 1 is a front view of a temporary bridge constructed using the conventional construction method, and Figure 2 is a side view of the same. FIG. 3 is a front view of the insert type pier according to the present invention, FIG. 4 is a front view of the same, and FIG. 5 is a sectional view taken along the line A--A in FIG. 3. FIG. 6 is a front view of the insert type pier block according to the present invention after it is attached to a support pile, and FIG. 7 is a side view of the same. 1...Support pile 2.Tonop plate 3.Girder support 4...Horizontal joint 5.Brace 6...
Insert type girder receiver Bronnoku 6 drawing z 7 drawing

Claims (1)

【特許請求の範囲】[Claims] 仮設棧橋の施工に於けるトッププレート(2)桁受(3
)水平継ぎ(4)ブレス(5)の変わりにインサート式
橋脚ブロック(6)を支持杭(1)に差込み使用する。
Top plate (2) girder support (3) during construction of temporary bridge
) Horizontal joint (4) Insert type pier block (6) is used instead of brace (5) by inserting it into support pile (1).
JP16465784A 1984-08-06 1984-08-06 Insert type bridge leg block Pending JPS6145009A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16465784A JPS6145009A (en) 1984-08-06 1984-08-06 Insert type bridge leg block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16465784A JPS6145009A (en) 1984-08-06 1984-08-06 Insert type bridge leg block

Publications (1)

Publication Number Publication Date
JPS6145009A true JPS6145009A (en) 1986-03-04

Family

ID=15797329

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16465784A Pending JPS6145009A (en) 1984-08-06 1984-08-06 Insert type bridge leg block

Country Status (1)

Country Link
JP (1) JPS6145009A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5011300A (en) * 1988-08-16 1991-04-30 Thk Co., Ltd. Linear sliding bearing

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5011300A (en) * 1988-08-16 1991-04-30 Thk Co., Ltd. Linear sliding bearing

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