JPS5819804B2 - Construction method of concrete truss - Google Patents

Construction method of concrete truss

Info

Publication number
JPS5819804B2
JPS5819804B2 JP55124188A JP12418880A JPS5819804B2 JP S5819804 B2 JPS5819804 B2 JP S5819804B2 JP 55124188 A JP55124188 A JP 55124188A JP 12418880 A JP12418880 A JP 12418880A JP S5819804 B2 JPS5819804 B2 JP S5819804B2
Authority
JP
Japan
Prior art keywords
truss
concrete
unit
construction method
concrete truss
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.)
Expired
Application number
JP55124188A
Other languages
Japanese (ja)
Other versions
JPS57169110A (en
Inventor
斎藤俊彦
松本嘉司
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 JP55124188A priority Critical patent/JPS5819804B2/en
Publication of JPS57169110A publication Critical patent/JPS57169110A/en
Publication of JPS5819804B2 publication Critical patent/JPS5819804B2/en
Expired legal-status Critical Current

Links

Description

【発明の詳細な説明】 この発明は鉄道橋等を構成するコンクリートトラス梁の
施工法に関し、その目的は大型トラス梁の施工を容易か
つ確実に実施しうる方法を提供することにある。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for constructing concrete truss beams constituting railway bridges, etc., and its purpose is to provide a method that can easily and reliably construct large truss beams.

現在鉄道鋼橋の騒音、経済性に対処すべくコンクリート
トラス橋の開発が研究されている。
Currently, the development of concrete truss bridges is being researched to address the noise and economic issues associated with steel railway bridges.

ところでこのコンクリートトラス橋の梁高は4〜5rr
L以上、スパン40〜60mの大型となるためその施工
方法に種々問題がある。
By the way, the beam height of this concrete truss bridge is 4~5rr.
Because it is large, with a span of 40 to 60 m, there are various problems with the construction method.

特に製作時に一体にコンクリート打ちをすることは困難
であり、単位部材の組立てを実施せざるを得ない。
Particularly during manufacturing, it is difficult to pour concrete all at once, and it is necessary to assemble unit members.

この発明は前記要望に対処すべく開発されたものである
This invention has been developed to meet the above-mentioned needs.

この発明の実施例を図面によって説明すると、第1図に
おいて、各単位トラス1は水平材2、斜材3、および垂
直材4とが一体に構成された鉄筋コンクリート部材から
なり、単位トラス1の垂直材4の上下の水平材の端位置
の各単位トラスの接合部には小突起5,5が形成しであ
る。
An embodiment of the present invention will be described with reference to the drawings. In FIG. Small protrusions 5, 5 are formed at the joints of the unit trusses at the ends of the upper and lower horizontal members of the member 4.

この発明においては、先ず単位トラス1が横置きの状態
に成形されるように形枠(図示せず)を組立て、形枠内
に鉄筋を配置し、次いでコンクリートを形枠内に打ち、
コンクリートを養生硬化させて単位トラスを構成し、次
いで脱型後または脱型時に単位トラスを第2図で示すよ
うに縦に建起し、これら単位トラス1を複数個、上下の
縦目地7においてモルタル、合成樹脂接着剤等の接合モ
ルタルで接着することにより接合して所定長のトラス、
例えば橋のスパンに相当する長さに組立てて架設する。
In this invention, first, a form (not shown) is assembled so that the unit truss 1 is formed horizontally, reinforcing bars are placed in the form, and then concrete is poured into the form.
The concrete is cured and hardened to form a unit truss, and then, after or during demolding, the unit truss is erected vertically as shown in Figure 2, and a plurality of these unit trusses 1 are installed at the upper and lower vertical joints 7. A truss of a predetermined length is bonded by bonding with mortar, synthetic resin adhesive, etc.
For example, it is assembled and erected to a length corresponding to the span of a bridge.

第3図は、単位トラスの他の実施例を示したものであり
、水平材と斜材とからなり、複数の三角格子目を連接し
たものを単位トラスとして構成したものである。
FIG. 3 shows another embodiment of the unit truss, which is composed of horizontal members and diagonal members, and is constructed by connecting a plurality of triangular lattices.

この発明は以上の構成からなり、三角格子目の構成され
た単位トラスは横倒しの状態で形成されるので施工が比
較的容易であり、それぞれの単位トラスを建起してから
これを縦目地で接合するので建起し作業が容易であり、
かつ架設現場で架設が容易な場所で建起された単位トラ
スがスパンに組立て構成されるから架設作業も容易、迅
速に行なうことができる。
This invention has the above-mentioned configuration, and since the unit truss with the triangular lattice structure is formed horizontally, construction is relatively easy, and after erecting each unit truss, vertical joints Since it is joined, erection work is easy,
Furthermore, since the unit trusses erected at a site where erection is easy are assembled into spans, the erection work can be carried out easily and quickly.

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

図面はこの発明の詳細な説明用図で、第1図は正面図、
第2図は側面図、第3図は他の実施態様の正面図である
。 1・・・・・・単位トラス、2・・・・・・水平材、3
・・・・・・斜材、4・・・・・・垂直材、5・・・・
・・小突起、6・・・・・・目地コンクリート、T・・
・・・・縦目地。
The drawings are detailed explanatory views of the invention, and FIG. 1 is a front view;
FIG. 2 is a side view, and FIG. 3 is a front view of another embodiment. 1...Unit truss, 2...Horizontal member, 3
...Diagonal member, 4...Vertical member, 5...
...Small protrusion, 6... Joint concrete, T...
・・・Vertical joint.

Claims (1)

【特許請求の範囲】[Claims] 1 プレキャスト鉄筋コンクリート構造の三角格子目を
なし、その上下弦材位置に接合突起を形成した各単位ト
ラスが横置きの状態で成形されるように型枠を組立て、
次いでコンクリートを型枠内に打ち、コンクリートを養
生硬化させ前記単位トラスを縦に建起して上下に相対す
る接合突起間の縦目地に目地モルタルを打設して組立て
ることを特徴とするコンクリートトラスの施工法。
1 Assemble the formwork so that each unit truss, which has a triangular lattice grid of precast reinforced concrete structure and has connecting protrusions formed at the upper and lower chord positions, is molded horizontally,
A concrete truss characterized in that the concrete is then poured into a formwork, the concrete is cured and hardened, the unit truss is erected vertically, and joint mortar is poured into the vertical joints between the vertically opposing joint protrusions to assemble the concrete truss. construction method.
JP55124188A 1980-09-08 1980-09-08 Construction method of concrete truss Expired JPS5819804B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP55124188A JPS5819804B2 (en) 1980-09-08 1980-09-08 Construction method of concrete truss

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP55124188A JPS5819804B2 (en) 1980-09-08 1980-09-08 Construction method of concrete truss

Publications (2)

Publication Number Publication Date
JPS57169110A JPS57169110A (en) 1982-10-18
JPS5819804B2 true JPS5819804B2 (en) 1983-04-20

Family

ID=14879158

Family Applications (1)

Application Number Title Priority Date Filing Date
JP55124188A Expired JPS5819804B2 (en) 1980-09-08 1980-09-08 Construction method of concrete truss

Country Status (1)

Country Link
JP (1) JPS5819804B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006033565A1 (en) * 2004-09-25 2006-03-30 Ajou University Industry Cooperation Foundation Hollow prestressed concrete (hpc) girder and spliced hollow prestressed concrete girder (s-hpc) bridge construction method
JP2006322312A (en) * 2005-04-20 2006-11-30 Concrete Fukugo Kozo Kenkyu Kiko:Kk Concrete girder bridge and its construction method
JP5984131B2 (en) * 2012-01-30 2016-09-06 株式会社富士ピー・エス Prestressed concrete truss girder formwork equipment

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4998030A (en) * 1973-01-25 1974-09-17

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4998030A (en) * 1973-01-25 1974-09-17

Also Published As

Publication number Publication date
JPS57169110A (en) 1982-10-18

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