JP3469527B2 - Shoring for fixed formwork on concrete floor slab - Google Patents
Shoring for fixed formwork on concrete floor slabInfo
- Publication number
- JP3469527B2 JP3469527B2 JP2000059259A JP2000059259A JP3469527B2 JP 3469527 B2 JP3469527 B2 JP 3469527B2 JP 2000059259 A JP2000059259 A JP 2000059259A JP 2000059259 A JP2000059259 A JP 2000059259A JP 3469527 B2 JP3469527 B2 JP 3469527B2
- Authority
- JP
- Japan
- Prior art keywords
- beam member
- support
- main
- members
- sub
- 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 - Fee Related
Links
Landscapes
- Bridges Or Land Bridges (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【０００１】[0001]
【発明の属する技術分野】本発明は、道路、橋梁などの
コンクリート床版を設置する際に、コンクリート床版を
固定するための型枠を所定の位置に固定かつ支持するた
めの支保工に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a support work for fixing and supporting a formwork for fixing a concrete floor slab at a predetermined position when installing the concrete floor slab such as a road or a bridge. Is.
【０００２】[0002]
【従来の技術】道路、橋梁において路面（路盤）として
使用するコンクリート床版を設置する際、コンクリート
荷重を支持しつつ、床版の型枠を所定の位置に固定する
ために支保工が設置される。2. Description of the Related Art When installing a concrete floor slab used as a road surface (roadbed) on a road or a bridge, a support work is installed to fix the formwork of the floor slab to a predetermined position while supporting the concrete load. It
【０００３】従来の支保工には、道路、橋梁の主桁など
の上に支柱を設置し、互いに隣接する支柱間にコンクリ
ート床版を固定・支持する受梁を掛け渡したもの、また
は互いに隣接する主桁間に支持梁を掛け渡し、この支持
梁上に複数の支柱を設け、さらにこの支柱上に受梁を掛
け渡したもの等がある。In the conventional support work, columns are installed on roads, main girders of bridges, etc., and bridge beams for fixing and supporting concrete floor slabs are bridged between the columns adjacent to each other, or adjacent to each other. There is a structure in which a supporting beam is bridged between main girders, a plurality of columns are provided on the supporting beam, and a receiving beam is bridged over the columns.
【０００４】これまでの支保工は、現場において木材、
鋼材等より、主桁間隔や主桁高さ等に応じたものをその
場で作成し、設置していた。しかしながら、近年、道
路、橋梁などの建設作業の合理化、コスト低減化の要請
から、従来と比較して主桁の間隔を広くしてその数を減
少させた少主桁橋が建設・計画されるようになり、この
少主桁橋に対応させる必要が生じたこと、また支保工の
再利用を図るべく異なる主桁間隔や主桁高さに対応させ
る必要も生じたことから、受梁の長さや支柱の高さを可
変とする支保工が用いられるようになってきている。Up until now, the support work has been carried out on the
We made and installed on the spot materials such as steel girders according to the main girder spacing and main girder height. However, in recent years, due to requests for rationalization of construction work for roads and bridges and cost reduction, a small number of main girder bridges will be constructed and planned with a wider space between the main girders and a smaller number of bridges than in the past. Since it was necessary to adapt to this small number of main girder bridges, and also to accommodate different main girder spacings and main girder heights in order to reuse the support work, the length of the girder was increased. Supporting work that allows the height of the pods to be variable is being used.
【０００５】図５は、こうした支保工の一例を示すもの
である。この支保工30は、橋梁31の主桁32，32’上に設
けた支柱（パイプサポート）33，33’、支柱間に路面幅
員方向に掛け渡した外梁34および内梁35を具え、内梁35
を外梁34内にスライド可能に挿入することにより、梁の
長さ（支間長）を可変とし、また支柱33，33’も腰管36
および差込管37からなる構造とし、差込管37の腰管36へ
の差し込み深さを変えることにより高さを可変としてい
る。なお、図５では外梁34および内梁35上に根太梁38お
よび桟木39を設け、その上にコンクリート床版40が設置
された状態を示している。FIG. 5 shows an example of such support work. The support 30 includes columns (pipe supports) 33, 33 'provided on the main girders 32, 32' of the bridge 31, an outer beam 34 and an inner beam 35 extending between the columns in the road width direction, Beam 35
By slidably inserting the beam into the outer beam 34, the beam length (branch length) is made variable, and the columns 33 and 33 'are also supported by the waist tube 36.
The insertion tube 37 has a structure in which the height is variable by changing the insertion depth of the insertion tube 37 into the waist tube 36. In addition, in FIG. 5, the joist beam 38 and the slab 39 are provided on the outer beam 34 and the inner beam 35, and the concrete floor slab 40 is installed thereon.
【０００６】しかしながら、かかる支保工30において
は、主桁32と32’との間の間隔が広くなる場合、外梁34
および内梁35が長大化かつ重量化し、それに伴って設置
や輸送に困難が生じる、また必要に応じて支柱間にも支
持部材を追加して設ける必要がある、と言った問題があ
る。However, in such a support structure 30, when the distance between the main girders 32 and 32 'becomes wide, the outer beam 34
Also, there is a problem that the inner beam 35 becomes long and heavy, which causes difficulty in installation and transportation, and that a supporting member needs to be additionally provided between the columns as necessary.
【０００７】[0007]
【発明が解決しようとする課題】本発明は、上述の問題
点を解決し、主桁の間隔や高さに応じて梁の長さおよび
支柱の高さを可変とし、かつ設置や輸送の容易さと軽量
化をも実現できる支保工を提案するものである。SUMMARY OF THE INVENTION The present invention solves the above-mentioned problems, makes the length of the beam and the height of the support columns variable according to the spacing and height of the main girders, and facilitates installation and transportation. It proposes a support work that can realize both weight reduction and weight reduction.
【０００８】[0008]
【課題を解決するための手段】すなわち本発明は、コン
クリート床版固定のための型枠を支持する、梁およびこ
の梁を支持する一対の支柱を具える支保工において、前
記梁が、互いに対向して配置する一対の中空の第一の梁
部材と、これら第一の梁部材の間に延在させて配置する
第二の梁部材とを有し、前記各支柱は前記各第一の梁部
材と接続してこれを支持し、前記各第一の梁部材およ
び、前記第二の梁部材の両端近傍に、それぞれ長手方向
に複数の貫通孔を設け、前記各第一の梁部材の貫通孔と
前記第二の梁部材の貫通孔とに連結部材を挿通すること
により、前記各第一の梁部材と前記第二の梁部材とを連
結して梁を形成するに際し、前記連結部材を挿通する前
記第一および第二の梁部材にそれぞれ設けた前記貫通孔
を選択することにより前記梁の長さを可変とし、前記支
柱が、それぞれ主部材と第一および第二の副部材とを具
え、前記第一の副部材の一端を前記第一の梁部材の一端
に、前記第二の副部材の一端前記第一の梁部材の他端に
それぞれ固定し、前記第一および第二の副部材の他端を
それぞれ前記主部材の上端と、前記第一の梁部材の中央
部近傍下で結合したことを特徴とするものである。SUMMARY OF THE INVENTION That is, the present invention provides a supporting structure for supporting a formwork for fixing a concrete floor slab, which comprises a beam and a pair of support columns for supporting the beam, wherein the beams are opposed to each other. And a pair of hollow first beam members to be arranged in a line, and a second beam member arranged to extend between the first beam members, wherein each of the columns is the first beam. A plurality of through holes are provided in the longitudinal direction in the vicinity of both ends of each of the first beam member and the second beam member so as to connect the member and support the first beam member, and to penetrate each of the first beam members. By inserting the connecting member into the hole and the through hole of the second beam member, when connecting the first beam member and the second beam member to form a beam, the connecting member is By selecting the through holes respectively provided in the first and second beam members to be inserted, The length of the beam is variable, the strut includes a main member and first and second sub-members, respectively, one end of the first sub-member to one end of the first beam member, the first One end of the second sub-member is fixed to the other end of the first beam member respectively, and the other ends of the first and second sub-members are respectively the upper end of the main member and the central portion of the first beam member. It is characterized in that they are combined under the neighborhood.
【０００９】本発明による支保工は、コンクリート床版
を支持する梁（受梁）を複数の部材をボルト、ピン等の
連結部材により連結した構造とし、かつ、連結するため
の貫通孔をこれら部材に多数設け、連結の際にボルト等
を挿通させる貫通孔の位置を任意に選択できるものとし
ている。それによって、梁の長さ（支間長）を任意に変
えることができ、設置個所によって主桁間隔や路面幅員
が異なる場合でも、これに対応可能であるため、本支保
工の再利用性が図れる。また連結・分解が容易で構造も
単純であり、軽量化をも図れることから、設置や輸送も
容易である。The support work according to the present invention has a structure in which a beam (supporting beam) for supporting a concrete floor slab is connected to a plurality of members by connecting members such as bolts and pins, and through holes for connecting the members are provided. A large number of through holes are provided at the positions, and the positions of the through holes through which bolts and the like are inserted at the time of connection can be arbitrarily selected. By doing so, the length of the beam (span length) can be changed arbitrarily, and even if the spacing between main girders and the road width is different depending on the installation location, this can be accommodated, and the reusability of this support work can be achieved. . In addition, it is easy to connect and disassemble, has a simple structure, and is lightweight, so it is easy to install and transport.
【００１０】本発明による支保工は、各支柱が、それぞ
れ主部材と第一および第二の副部材とを具え、第一の副
部材の一端を第一の梁部材の一端に、第二の副部材の一
端を第一の梁部材の他端にそれぞれ固定し、第一および
第二の副部材の他端をそれぞれ主部材の上端と前記第一
の梁部材の中央部近傍下で結合している。このような構
造とすることにより、梁、特に第二の梁部材に加わる曲
げモーメントに対してこの第二の梁部材を支持すること
ができる。In the supporting work according to the present invention, each of the columns includes a main member and a first and a second sub member, and one end of the first sub member is connected to one end of the first beam member and the second sub member is connected to the second beam. One end of the sub-member is fixed to the other end of the first beam member, and the other ends of the first and second sub-members are connected to the upper end of the main member and near the central portion of the first beam member, respectively. ing. With such a structure, the second beam member can be supported against the bending moment applied to the beam, particularly the second beam member.
【００１１】本発明による支保工においては、前記支柱
の第二の副部材を前記第一の梁部材に固定する代わり
に、前記支柱の第二の副部材の一方の端部を前記第二の
梁部材に固定することとしても良い。それによって、支
保工自体がトラス構造を有することとなり、曲げ剛性を
増加させることができるようになる。このとき、前記第
二の副部材の端部を前記第二の梁部材に固定する位置を
複数設ける、すなわち、前記第二の梁部材の長手方向全
体に亘って連結部材を挿通するための貫通孔を複数設け
ることとしても良い。それによって、支保工の設置個所
によって主桁間隔や路面幅員が異なる場合でも、これに
対応可能となる。In the support work according to the present invention, instead of fixing the second sub member of the column to the first beam member, one end of the second sub member of the column is fixed to the second sub member. It may be fixed to the beam member. As a result, the supporting work itself has a truss structure, and the bending rigidity can be increased. At this time, a plurality of positions for fixing the end portion of the second sub member to the second beam member are provided, that is, a penetration for inserting the connecting member over the entire longitudinal direction of the second beam member. A plurality of holes may be provided. Therefore, even if the main girder spacing and the road width are different depending on the installation location of the support work, this can be dealt with.
【００１２】また本発明による支保工においては、前記
主部材の長さを可変としても良い。このような構造とす
ることによっても、設置個所によって主桁間隔や路面幅
員が異なる場合でも対応することができるようになる。Further, in the support work according to the present invention, the length of the main member may be variable. Even with such a structure, it is possible to deal with the case where the main girder spacing and the road width are different depending on the installation location.
【００１３】さらに本発明による支保工は、前記主部材
の下端に、この主部材の中心軸線と、この主部材に加わ
る軸力の作用線とのずれを防ぐためのセンタリング部材
を設けたことを特徴とする。支柱の主部材には軸力（圧
縮力）が作用するが、安全性の確保や型枠の確実な支持
等のためには、常にこの軸力の作用線と主部材の中心軸
線との間にずれが生じないようにしなければならない。
そのため、主部材の下端、すなわち設置個所（例えば主
桁フランジ上）と接触する側の端部に、上記センタリン
グ部を設け、支柱を、前記軸力の作用線と支柱の中心軸
線とが一致するように設置できるようにしている。Further, in the supporting work according to the present invention, a centering member is provided at the lower end of the main member to prevent the center axis of the main member from deviating from the line of action of the axial force applied to the main member. Characterize. Axial force (compressive force) acts on the main member of the strut, but in order to secure safety and securely support the formwork, etc., it is always between the line of action of this axial force and the central axis of the main member. There must be no deviation in
Therefore, the centering portion is provided at the lower end of the main member, that is, the end on the side where it is in contact with the installation location (for example, on the main girder flange), and the strut is aligned with the line of action of the axial force and the central axis of the strut. So that it can be installed.
【００１４】このセンタリング部は、前記の目的から、
先端を略半球状または先細状とするが、それによって設
置個所との接触面積が小さくなるため、支柱の位置ずれ
が生じることが考えられる。そのため、センタリング部
として、支柱下端にゴム材を設け、摩擦力によって支柱
の位置ずれを防ぐ。なお、これと同様の効果を得るため
に、支柱の端部を半球形、または先細形とし、その先端
と設置個所との間にゴム板を介在させることとしても良
い。This centering part is
Although the tip has a substantially hemispherical shape or a tapered shape, the contact area with the installation location becomes small, which may cause misalignment of the column. Therefore, a rubber material is provided at the lower end of the column as a centering portion to prevent the column from being displaced due to frictional force. In addition, in order to obtain the same effect as this, the end portion of the support pillar may be formed into a hemispherical shape or a tapered shape, and a rubber plate may be interposed between the tip end and the installation location.
【００１５】また本発明による支保工は、前記支柱の主
部材と、第一の副部材と、第二の副部材とのヒンジ結合
部の間に略水平な横梁を設けたことを特徴とする。それ
によって、支保工自体がより強固なトラス構造を有する
こととなり、曲げ剛性をさらに増加させることができる
ようになる。Further, the supporting work according to the present invention is characterized in that a substantially horizontal cross beam is provided between the hinge connecting portions of the main member of the pillar, the first sub member and the second sub member. . As a result, the supporting work itself has a stronger truss structure, and the bending rigidity can be further increased.
【００１６】この横梁は、その長さを可変とすることが
できる。この横梁を可変とするために、前記横梁が、互
いに対向して配置する、一端が前記支柱と接続する一対
の中空の第一の横梁部材と、これら第一の横梁部材の間
に延在させて配置する第二の横梁部材とを有し、前記各
第一の横梁部材の他端および、前記第二の横梁部材の両
端近傍に、それぞれ長手方向に複数の貫通孔を設け、前
記第一の横梁部材の貫通孔と前記第二の横部材の貫通孔
とに連結部材を挿通することにより、前記第一の横梁部
材と前記第二の横梁部材とを連結して前記横梁を形成す
るに際し、前記連結部材を挿通する前記第一および第二
の横梁部材にそれぞれ設けた前記貫通孔を選択すること
により前記横梁の長さを可変とする。それによって、受
梁の長さ、すなわち主桁間隔や路面幅員などの支保工の
設置個所に変化にも対応することが可能である。また、
この横梁はヒンジ結合した箇所に取り付けることとして
いるため、連結・分解が容易で構造も単純であることか
ら、設置や輸送も容易である。The length of the cross beam can be made variable. In order to make this cross beam variable, the cross beams are arranged so as to face each other, and a pair of hollow first cross beam members whose one ends are connected to the support columns are made to extend between these first cross beam members. And a second horizontal beam member to be arranged, and a plurality of through holes are provided in the longitudinal direction at the other end of each of the first horizontal beam members and in the vicinity of both ends of the second horizontal beam member. In forming the horizontal beam by connecting the first horizontal beam member and the second horizontal beam member by inserting a connecting member into the through hole of the horizontal beam member and the through hole of the second horizontal member The length of the horizontal beam is made variable by selecting the through holes provided in the first and second horizontal beam members through which the connecting member is inserted. This makes it possible to cope with changes in the length of the receiving beam, that is, the installation location of the support work such as the main girder spacing and road width. Also,
Since this horizontal beam is to be attached to the location where it is hinged, it can be easily connected and disassembled and its structure is simple, so installation and transportation are also easy.
【００１７】さらに本発明による支保工においては、前
記第二の梁部材と前記第二の横梁部材との間に、これら
とピン結合する複数の斜め部材をさらに設け、それによ
ってトラス構造を形成することとしても良い。それによ
って、支保工の剛性をより高めることが可能となる。Further, in the supporting work according to the present invention, a plurality of slanting members which are pin-connected to the second beam member and the second transverse beam member are further provided between them, thereby forming a truss structure. Good as a matter. Thereby, the rigidity of the supporting work can be further enhanced.
【００１８】また本発明による支保工においては、前記
第一の梁部材の、前記第二の梁部材と接続していない側
の端部の端面にボルト孔を設け、このボルト孔にボルト
を螺合させ、前記ボルト頭部を主桁と接触させるように
しても良い。このボルト孔にねじ込むボルトの長さを変
化させ、このボルトによって前記第一の梁部材を主桁と
接触させるようにする。それによって、本支保工を設置
する主桁の高さが異なる場合に、第一および第二の梁部
材に生じる水平方向の力を主桁に伝達させ、これら梁部
材の水平変位を拘束して支保工のずれを防ぐことができ
る。Further, in the support work according to the present invention, a bolt hole is provided in an end surface of an end portion of the first beam member which is not connected to the second beam member, and a bolt is screwed into the bolt hole. Alternatively, the head portion of the bolt may be brought into contact with the main girder. The length of the bolt screwed into the bolt hole is changed so that the first beam member is brought into contact with the main girder by this bolt. Thereby, when the height of the main girders on which this support is installed is different, the horizontal force generated in the first and second beam members is transmitted to the main girders, and the horizontal displacement of these beam members is restrained. It is possible to prevent displacement of the support work.
【００１９】[0019]
【発明の実施の形態】以下、図面を参照して本発明の好
適な実施形態について説明する。BEST MODE FOR CARRYING OUT THE INVENTION Preferred embodiments of the present invention will be described below with reference to the drawings.
【００２０】図１〜図３は、本発明による支保工の一実
施形態を示すものであり、図１では本支保工10を二本の
主桁11，11’間に設けた状態が側面図で示されている。
本支保工10は、一対の第一の梁部材12，12’と、これら
の間に掛け渡した第二の梁部材13とを具え、第一の梁部
材12，12’には、下部にそれぞれ支柱14，14’が取り付
けられ、これら支柱14，14’の下端は主桁11，11それぞ
れの下フランジ15，15’上に載せられている。また、第
一の梁部材12，12’は共に、吊りボルト16，16’によっ
て主桁11，11の上フランジ17，17’と連結している。さ
らに、第一の梁部材12，12’と第二の梁部材13とはそれ
ぞれ複数のピンまたはボルト18によって連結している。
なお、図では明示されていないが、この支保工10におい
ても、従来のものと同様に（図５参照）、第一および第
二の梁部材12，13の上に根太梁および桟木等を設け、そ
の上にコンクリート床版の型枠を設置するものとしてい
る。FIGS. 1 to 3 show an embodiment of a support structure according to the present invention. In FIG. 1, a side view showing a state in which the main support structure 10 is provided between two main girders 11 and 11 '. Indicated by.
The main support 10 includes a pair of first beam members 12 and 12 'and a second beam member 13 hung between the pair of first beam members 12 and 12'. The columns 14 and 14 'are attached to the columns, and the lower ends of these columns 14 and 14' are placed on the lower flanges 15 and 15 'of the main girders 11 and 11, respectively. Further, both the first beam members 12 and 12 'are connected to the upper flanges 17 and 17' of the main girders 11 and 11 by suspension bolts 16 and 16 '. Further, the first beam members 12 and 12 'and the second beam member 13 are connected by a plurality of pins or bolts 18, respectively.
Although not clearly shown in the figure, also in the supporting structure 10, joist beams and piers are provided on the first and second beam members 12 and 13 in the same manner as the conventional one (see FIG. 5). , A concrete slab formwork shall be installed on it.
【００２１】図２および図３に示すように、本実施形態
においては、第一の梁部材12，12’は中空で矩形断面を
有し、その中に矩形断面の第二の梁部材13を挿入してい
る。第一の梁部材12，12’には複数の貫通孔12aが、第
二の梁部材13の両端にも多数の貫通孔13aがそれぞれ長
手方向に設けられている。これら梁部材を連結する際に
は、第一の梁部材12，12’に第二の梁部材13を挿入し、
これらに設けた貫通孔12a，13aにピンまたはボルト18を
挿通する。このとき、第二の梁部材13を適切な長さだけ
第一の梁部材12，12’に挿入し、両者が重なり合った部
分に存在する貫通孔12a，13aにピンまたはボルト18を挿
通する。それによって、設置個所、すなわち主桁11，1
1’の間隔（支間長）に応じた本支保工10の設置が可能
となる。As shown in FIGS. 2 and 3, in this embodiment, the first beam members 12 and 12 'are hollow and have a rectangular cross section, in which the second beam member 13 having a rectangular cross section is provided. Inserting. A plurality of through holes 12a are provided in the first beam members 12 and 12 ', and a large number of through holes 13a are provided in both ends of the second beam member 13 in the longitudinal direction. When connecting these beam members, the second beam member 13 is inserted into the first beam members 12 and 12 ',
A pin or bolt 18 is inserted into the through holes 12a and 13a provided in these. At this time, the second beam member 13 is inserted into the first beam members 12 and 12 ′ by an appropriate length, and the pin or bolt 18 is inserted into the through holes 12a and 13a existing in the portion where the two beams overlap. Thereby, the installation location, namely the main girder 11,1
It is possible to install the main supporter 10 according to the interval of 1 '(branch length).
【００２２】なお、第一の梁部材12，12’および第二の
梁部材13としては、上記以外にも種々の形態が可能であ
る。例えば、これら梁部材を共にＩ型鋼やＬ型鋼などを
用いて形成し、連結の際にはこれらを重ね合わせるよう
にしても良く、また第一の梁部材12，12’を中空または
中実の矩形断面のものとし、第二の梁部材13をこれと重
ね合わせるようにして連結しても良い。The first beam members 12, 12 'and the second beam member 13 can have various forms other than the above. For example, both of these beam members may be formed using I-type steel or L-type steel, and these may be overlapped at the time of connection, and the first beam members 12 and 12 'may be hollow or solid. It may have a rectangular cross section, and the second beam member 13 may be connected so as to overlap it.
【００２３】支柱14，14’は、共に主部材14aおよび副
部材14b，14cからなり、これらは主部材14aの上端に設
けたヒンジ14dによって連結している。副部材14b，14c
は、共に一端が第一の梁部材12の両端にピン結合によっ
て固定され、またヒンジ14dは第一の梁部材12の中央部
近傍の下に位置するように設ける。このような構造とす
ることにより、梁、特に第二の梁部材に加わる曲げモー
メントに対してこの第二の梁部材を支持することができ
るようになる。また、これら部材を互いにピン結合する
構成としたことにより、各部材を分割することができ、
支柱の軽量化が図れるため、設置や輸送も容易となる。
さらに、主部材14aの角度を任意に変化することができ
るため、設置個所によって主桁間隔や路面幅員が異なる
場合でも、これに対応可能であり、本支保工10の再利用
性を図ることができる。The columns 14 and 14 'are both composed of a main member 14a and sub-members 14b and 14c, which are connected by a hinge 14d provided at the upper end of the main member 14a. Sub members 14b, 14c
Both have one end fixed to both ends of the first beam member 12 by pin coupling, and the hinge 14d is provided below the vicinity of the central portion of the first beam member 12. With such a structure, the second beam member can be supported against the bending moment applied to the beam, particularly the second beam member. Further, by configuring these members to be pin-coupled to each other, each member can be divided,
Since the pillars can be made lightweight, they can be easily installed and transported.
Furthermore, since the angle of the main member 14a can be changed arbitrarily, even if the main girder spacing and the road width are different depending on the installation location, it is possible to cope with this, and the reusability of the main support work 10 can be promoted. it can.
【００２４】また、支柱14，14’の主部材14aは、腰管1
9と差込管20とからなり、腰管19への差込管20の差し込
み深さを変えることにより、主部材14aの長さを変える
ことができるようになっている。なお、この腰管19への
差込管20への差し込みの形態としては、例えば腰管19お
よび差込管20にそれぞれねじ山を設けて差込管20をねじ
込むものとしても、またこ差込管20に多数のピン挿入孔
を設け、これにピンを挿入して固定するものとしても良
い。The main members 14a of the columns 14 and 14 'are the waist tube 1
9 and the insertion tube 20, the length of the main member 14a can be changed by changing the insertion depth of the insertion tube 20 into the waist tube 19. As a form of inserting the lumbar tube 19 into the insertion tube 20, for example, the lumbar tube 19 and the insertion tube 20 may each be provided with a screw thread so that the insertion tube 20 can be screwed in. The tube 20 may be provided with a large number of pin insertion holes, and pins may be inserted and fixed in the holes.
【００２５】図４は、本支保工10の支柱14下端のセンタ
リング部の例を示すものである。図4(a)の例では、支柱
14下端に略半球型のゴム材21を取り付けている。このゴ
ム材21が略半球型をなしていることにより、支柱14の中
心軸線Ｌと、図に矢印で示す、この支柱14に加わる軸力
（圧縮荷重）の作用線とのずれを防ぎつつ、支柱14を主
桁11上に設置することができる。また、このゴム材21の
摩擦力により、支柱14が主桁11上の当初の設置位置から
ずれることが避けられる。なお、このゴム材21の形状
は、この他略円錐形状または略角錐形状でも良い。FIG. 4 shows an example of the centering portion at the lower end of the column 14 of the main support structure 10. In the example of Fig.4 (a),
14 A rubber material 21 having a substantially hemispherical shape is attached to the lower end. Since the rubber material 21 has a substantially hemispherical shape, the center axis L of the column 14 is prevented from deviating from the line of action of the axial force (compressive load) applied to the column 14, which is indicated by the arrow in the figure. The columns 14 can be installed on the main girder 11. Further, the frictional force of the rubber material 21 can prevent the column 14 from being displaced from the initial installation position on the main girder 11. The shape of the rubber material 21 may be a substantially conical shape or a substantially pyramidal shape.
【００２６】一方図４(b)では、支柱14下端を略円錐形
とし、これと主桁11の下フランジ15との間にゴム板22を
介在させている。このような構成としても、図４(a)に
示す例と同様の効果が得られる。なお、この場合も、支
柱14下端を略半球形としても良いことは言うまでもな
い。On the other hand, in FIG. 4 (b), the lower end of the column 14 is formed in a substantially conical shape, and the rubber plate 22 is interposed between this and the lower flange 15 of the main girder 11. Even with such a configuration, the same effect as that of the example shown in FIG. In this case as well, it goes without saying that the lower end of the pillar 14 may be formed into a substantially hemispherical shape.
【００２７】図６は、本発明による支保工の第二の実施
形態を示すものである。図示の支保工10は、基本的には
図１に示すものと同様の構成を有しているが、本例にお
いては、支柱14，14’の間に横梁23を設けている。横梁
23は、その両端が支柱14，14’の各ヒンジ14dにピン結
合している。FIG. 6 shows a second embodiment of the support work according to the present invention. The supporting structure 10 shown has basically the same structure as that shown in FIG. 1, but in this example, a lateral beam 23 is provided between the columns 14 and 14 '. Horizontal beam
The ends of the pin 23 are pin-connected to the hinges 14d of the columns 14 and 14 '.
【００２８】横梁23は、一対の第一の横梁部材23a，23
a’および、これらの間に掛け渡した第二の横梁部材23b
を具える。これら横梁部材は、それぞれ複数のピンまた
はボルト24によって連結している。The lateral beam 23 is a pair of first lateral beam members 23a, 23a.
a'and the second cross beam member 23b bridged between them
Equipped with. These cross beam members are connected by a plurality of pins or bolts 24, respectively.
【００２９】図７は、支柱14と横梁23との接続部分を詳
細に示すものであり、ここでは横梁23の一方の側のみを
示す。支柱14の主部材14aと、副部材14b，14cと、横梁2
3の第一の横梁部材23a（および23a’）とは、プレート2
5を介して連結ボルト26によって相互に連結している。
また第一の横梁部材23aは中空で矩形断面を有し、その
中に矩形断面の第二の横梁部材23bが挿入されている。
第一の横梁部材23aには複数の貫通孔27が、第二の横梁
部材23bの両端にも多数の貫通孔28がそれぞれ長手方向
に設けられている。これら梁部材を連結する際には、第
一の横梁部材23a（および23a’）に第二の横梁部材23b
を挿入し、これらに設けた貫通孔27，28にピンまたはボ
ルト24を挿通する。このとき、第二の横梁部材23bを適
切な長さだけ第一の梁横部材23a，23a’に挿入し、両者
が重なり合った部分に存在する貫通孔27，28にピンまた
はボルト24を挿通する。それによって、設置個所、すな
わち主桁11，11’の間隔（支間長）に応じた長さでの横
梁23の設置が可能となる。FIG. 7 shows in detail the connecting portion between the column 14 and the horizontal beam 23, and here only one side of the horizontal beam 23 is shown. The main member 14a of the pillar 14, the sub-members 14b and 14c, and the cross beam 2
The first cross beam member 23a (and 23a ') of 3 is the plate 2
They are connected to each other by connecting bolts 26 via 5.
The first horizontal beam member 23a is hollow and has a rectangular cross section, and the second horizontal beam member 23b having a rectangular cross section is inserted therein.
A plurality of through holes 27 are provided in the first horizontal beam member 23a, and a large number of through holes 28 are provided in the longitudinal direction at both ends of the second horizontal beam member 23b. When connecting these beam members, the first horizontal beam member 23a (and 23a ') is connected to the second horizontal beam member 23b.
Are inserted, and the pins or bolts 24 are inserted into the through holes 27 and 28 provided in these. At this time, the second cross beam member 23b is inserted into the first cross beam member 23a, 23a 'by an appropriate length, and the pin or bolt 24 is inserted into the through holes 27, 28 which are present in the overlapping portion. . As a result, it becomes possible to install the horizontal beam 23 with a length corresponding to the installation location, that is, the interval (branch length) between the main girders 11 and 11 '.
【００３０】なお、前述した第一の梁部材12，12'およ
び第二の梁部材13と同様に、この横梁23も種々の形態を
取ることができることは言うまでもない。Needless to say, like the first beam members 12 and 12 'and the second beam member 13 described above, the lateral beam 23 can also take various forms.
【００３１】図８は、本発明による支保工の第三の実施
形態を示すものである。図示の支保工10’においては、
支柱14，14’の第二の副部材14bが、共にその一端が第
二の梁部材13とボルト29により１か所でピン結合してい
る。それによって、トラス構造が形成されている。な
お、第二の梁部材13には、ボルト29を挿通する貫通孔41
が、長手方向に複数設けられている。そのため、支柱1
4，14’の第二の副部材14bとの接続位置を任意に設定す
ることが可能である。したがって、二本の第二の梁部材
14bは、支保工10’の設置場所等に応じて、これに必要
な強度や剛性が得られる限り、それぞれ異なる箇所で第
二の梁部材とピン結合しても良いこととなる。FIG. 8 shows a third embodiment of the support work according to the present invention. In the shoring 10 'shown,
The second sub-members 14b of the columns 14 and 14 'are both pinned at one end to the second beam member 13 by bolts 29 at one location. Thereby, the truss structure is formed. The second beam member 13 has a through hole 41 through which the bolt 29 is inserted.
Are provided in the longitudinal direction. Therefore, the pillar 1
It is possible to arbitrarily set the connection position of the fourth sub-member 14b and the second sub-member 14b. Therefore, the two second beam members
14b may be pin-coupled to the second beam member at different positions depending on the installation location of the support structure 10 ', etc., as long as the required strength and rigidity can be obtained.
【００３２】図９は、本発明による支保工の第四の実施
形態を示すものである。図示の支保工10”においては、
第二の梁部材13と第二の横梁部材23bとの間に、斜め部
材42，43をさらに設けている。ここで、斜め部材42の一
端を支柱14の第二の副部材14bと共に第二の梁部材13と
ボルト44によってピン結合し、一方斜め部材43の一端が
支柱14’の第二の副部材14bと共に第二の梁部材13とボ
ルト45によってピン結合している。さらに、これら斜め
部材42，43それぞれの他端はボルト46によって第二の横
梁部材23bとピン結合している。これによって本支保工1
0’においてトラス構造が形成されることとなる。な
お、第二の副部材14bおよび斜め部材42，43と第二の梁
部材とをピン結合するための、ボルト44，45を挿通する
貫通孔47は複数設けることができ、それによって結合す
る位置を任意に設定することが可能である。FIG. 9 shows a fourth embodiment of the support work according to the present invention. In the illustrated shoring 10 ",
Oblique members 42 and 43 are further provided between the second beam member 13 and the second horizontal beam member 23b. Here, one end of the diagonal member 42 is pin-joined with the second beam member 13 and the bolt 44 together with the second sub member 14b of the strut 14, while one end of the diagonal member 43 is the second sub member 14b of the strut 14 '. At the same time, the second beam member 13 and the bolt 45 are pin-coupled to each other. Further, the other ends of the diagonal members 42 and 43 are pin-connected to the second horizontal beam member 23b by bolts 46. This supports the shogunate 1
At 0 ', the truss structure will be formed. It should be noted that a plurality of through holes 47 through which the bolts 44, 45 are inserted for pin-connecting the second beam member with the second sub-member 14b and the diagonal members 42, 43 can be provided, and the positions where they are connected. Can be set arbitrarily.
【００３３】図１０は、本発明による支保工の第五の実
施形態を示すものであり、図１０(a)はその外観を、図
１０(b)は図１０(a)中の円で囲んだ部分Ａを拡大した示
すものである。図示の支保工50は、高さの異なる主桁1
1，11’の間に設置されている。また第一の梁部材12，1
2’の、それぞれ主桁11，11’と向かい合う側の端面に
ボルト孔51が設けられ、このボルト孔51にはボルト52が
挿入されている。ボルト52が第一の梁部材12（12’）か
ら突出する長さはナット53により調節・固定されてい
る。FIG. 10 shows a fifth embodiment of the support work according to the present invention. FIG. 10 (a) shows its appearance and FIG. 10 (b) encloses it with a circle in FIG. 10 (a). It is an enlarged view of the part A. The shoring 50 shown in the figure is a main girder with different heights.
It is installed between 1 and 11 '. Also, the first beam member 12, 1
A bolt hole 51 is provided in the end surface of 2'on the side facing the main girders 11 and 11 ', and a bolt 52 is inserted into the bolt hole 51. The length of the bolt 52 protruding from the first beam member 12 (12 ') is adjusted and fixed by a nut 53.
【００３４】ここで、ボルト52は、その頭部が必ず主桁
11（11’）と接触するようにしなければならない。これ
は、図１０(a)に示すように、支保工50を傾斜して設置
する場合、第一の梁部材12，12’および第二の梁部材13
に、これら梁部材の自重に加えて、その上に打設される
コンクリート床版などの重量によって生じる荷重の、水
平方向の分力が加わるからである。この水平方向の分力
は、支保工に水平方向のずれ（図では右方向）を発生さ
せることとなる。そこで、第一の梁部材の端面から突出
させたボルト52を主桁11に常に接触させることによっ
て、支保工50の水平方向の水平方向の変位を拘束し、ず
れを防ぐ。The head of the bolt 52 is always the main girder.
Should be in contact with 11 (11 '). As shown in FIG. 10 (a), this is because the first beam members 12 and 12 ′ and the second beam member 13 are installed when the support structure 50 is installed at an inclination.
In addition to the own weight of these beam members, a horizontal component force of the load generated by the weight of the concrete floor slab or the like placed thereon is applied. This horizontal component force causes a horizontal shift (rightward in the figure) in the support work. Therefore, the bolt 52 projecting from the end face of the first beam member is always brought into contact with the main girder 11 to restrain the horizontal displacement of the support structure 50 in the horizontal direction and prevent the displacement.
【００３５】以上説明したように、本発明による支保工
は、梁の長さを任意に調節可能であるため、再利用性が
高く、支間長の異なる複数の現場で利用できる。また、
分解・組み立てが簡単な構造であることから、構成部材
の軽量化が図れると共に設置や輸送が容易である。さら
に支柱にセンタリング部を設けたことにより、支柱のず
れを有効に防止することができる。As described above, the support work according to the present invention has a high beam reusability and can be used at a plurality of sites having different span lengths because the beam length can be arbitrarily adjusted. Also,
Since the structure is easy to disassemble and assemble, the weight of the constituent members can be reduced, and installation and transportation are easy. Further, by providing a centering portion on the support, it is possible to effectively prevent the support from being displaced.
【図１】 本発明による支保工の一実施形態を示す側面
図である。FIG. 1 is a side view showing an embodiment of a support work according to the present invention.
【図２】 図１の支保工の梁の一部を拡大して示す図で
ある。FIG. 2 is an enlarged view showing a part of the beam of the support work in FIG.
【図３】 図２の梁を上から見た図である。3 is a view of the beam of FIG. 2 as seen from above.
【図４】 図１の支保工の支柱下端のセンタリング部の
例を示す図である。FIG. 4 is a diagram showing an example of a centering portion at the lower end of a support column of the support work of FIG.
【図５】 従来の支保工の一例を示す側面図である。FIG. 5 is a side view showing an example of conventional support work.
【図６】 本発明による支保工の第二の実施形態を示す
側面図である。FIG. 6 is a side view showing a second embodiment of the support work according to the present invention.
【図７】 図６の支保工の横梁の一部を拡大して示す図
である。FIG. 7 is an enlarged view showing a part of the lateral beam of the supporting work shown in FIG. 6;
【図８】 本発明による支保工の第三の実施形態を示す
側面図である。FIG. 8 is a side view showing a third embodiment of the support work according to the present invention.
【図９】 本発明による支保工の第四の実施形態を示す
側面図である。FIG. 9 is a side view showing a fourth embodiment of the support work according to the present invention.
【図１０】 本発明による支保工の第五の実施形態を示
す側面図である。FIG. 10 is a side view showing a fifth embodiment of the support work according to the present invention.
10，30，50 支保工 11，32 主桁 12 第一の梁部材 13 第二の梁部材 14，33 支柱 15 主桁11の下フランジ 16 吊りボルト 17 主桁11の上フランジ 18，24，29，44，45，46 ピンまたはボルト 19，36 支柱の腰管 20，37 支柱の差込管 21 略半球状のゴム材 22 ゴム板 23 横梁 25 プレート 26 連結ボルト 27，28，41，47 貫通孔 34 外梁 35 内梁 38 根太梁 39 桟木 40 コンクリート床版 42，43 斜め部材 51 ボルト孔 52 ボルト 53 ナット 10, 30, 50 support work 11, 32 main girder 12 First beam member 13 Second beam member 14, 33 columns 15 Main girder 11 lower flange 16 hanging bolt 17 Main girder 11 upper flange 18, 24, 29, 44, 45, 46 pins or bolts Waist tube with 19 and 36 columns Insert pipe of 20, 37 columns 21 Rubber material with a substantially hemispherical shape 22 rubber plate 23 Horizontal beam 25 plates 26 Connecting bolt 27, 28, 41, 47 Through hole 34 Outer beam 35 Inner beam 38 joist 39 pier 40 concrete floor slab 42, 43 diagonal members 51 bolt hole 52 volt 53 nuts
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭49−88319（ＪＰ，Ａ) 特開2001−140220（ＪＰ，Ａ) 実開 昭49−38024（ＪＰ，Ｕ) 実開 昭50−52723（ＪＰ，Ｕ) (58)調査した分野(Int.Cl.7，ＤＢ名) E01D 21/00 E01D 19/12 E04G 11/48 ─────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP-A-49-88319 (JP, A) JP-A-2001-140220 (JP, A) Actual development S49-38024 (JP, U) Actual development S50-52723 (JP, U) (58) Fields surveyed (Int.Cl. 7 , DB name) E01D 21/00 E01D 19/12 E04G 11/48
Claims (11)
持する、梁およびこの梁を支持する一対の支柱を具える
支保工において、 前記梁が、互いに対向して配置する一対の中空の第一の
梁部材と、これら第一の梁部材の間に延在させて配置す
る第二の梁部材とを有し、 前記各支柱は前記各第一の梁部材と接続してこれを支持
し、 前記各第一の梁部材および、前記第二の梁部材の両端近
傍に、それぞれ長手方向に複数の貫通孔を設け、前記各
第一の梁部材の貫通孔と前記第二の梁部材の貫通孔とに
連結部材を挿通することにより、前記各第一の梁部材と
前記第二の梁部材とを連結して梁を形成するに際し、前
記連結部材を挿通する前記第一および第二の梁部材にそ
れぞれ設けた前記貫通孔を選択することにより前記梁の
長さを可変とし、 前記支柱が、それぞれ主部材と第一および第二の副部材
とを具え、 前記第一の副部材の一端を前記第一の梁部材の一端に、
前記第二の副部材の一端を前記第一の梁部材の他端にそ
れぞれ固定し、前記第一および第二の副部材の他端をそ
れぞれ前記主部材の上端と、前記第一の梁部材の中央部
近傍下で結合した ことを特徴とする、コンクリート床版
固定型枠用支保工。1. A support structure, comprising a beam and a pair of columns for supporting the beam for supporting a formwork for fixing a concrete floor slab, wherein the beam is a pair of hollow first members arranged to face each other. and one beam member, and a second beam member arranged to extend between these first beam member, each strut supported by and connected to the respective first beam member , above and each first beam member, near both ends of the second beam members, a plurality of through-holes in the longitudinal direction, respectively, wherein the second through hole of each <br/> first beam member by inserting the through-hole and the connecting member of the beam member, in forming a beam by connecting the each first beam member and said second beam member, said first inserting the said connecting member and the length of the beam is variable by selecting the through-holes formed respectively in the second beam member, before Struts, each main member and first and second sub-members
And one end of the first sub member to one end of the first beam member,
Align one end of the second sub member to the other end of the first beam member.
Fix each and fix the other ends of the first and second sub-members.
The upper end of the main member and the central portion of the first beam member, respectively
A support for a concrete form slab fixed formwork, characterized by being joined underneath .
れ前記主部材の上端と前記第一の梁部材の中央部近傍下
でヒンジ結合し、前記第一の副部材の他端を前記第一の
梁部材に固定し、前記第二の副部材の他端を前記第二の
梁部材に固定し、それによって前記第一および第二の副
部材と前記主部材とを相互に分離・連結可能とすると共
に、前記支柱と前記第一および第二の梁部材とを相互に
分離・連結したことを特徴とする、コンクリート床版固
定型枠用支保工。 2. The support work according to claim 1, wherein one ends of the first and second sub-members are respectively provided.
Below the upper end of the main member and near the center of the first beam member
Hingedly connect the other end of the first sub member to the first
It is fixed to the beam member, and the other end of the second sub member is fixed to the second member.
Fixed to the beam member, whereby the first and second sub-members are
If the member and the main member can be separated and connected to each other,
The pillar and the first and second beam members to each other.
Concrete floor slabs characterized by being separated and connected
Support for fixed formwork.
て、 前記主部材の長さを可変としたことを特徴とする、コン
クリート床版固定型枠用支保工。 3. The support for the concrete floor slab fixed formwork according to claim 1 or 2, wherein the length of the main member is variable.
工において、 前記主部材の下端に、この主部材の中心軸線と、この主
部材に加わる軸力の作用線とのずれを防ぐためのセンタ
リング部を設けたことを特徴とする、コンクリート床版
固定型枠用支保工。 4. The support work according to claim 1, wherein a deviation between a central axis of the main member and a line of action of an axial force applied to the main member is provided at a lower end of the main member. Supporting work for concrete formwork fixed formwork, characterized by having a centering part to prevent it.
る、コンクリート床版固定型枠用支保工。 5. The support for a concrete floor slab fixed formwork according to claim 4, wherein the centering portion has a substantially hemispherical shape.
る、コンクリート床版固定型枠用支保工。 6. The support for a concrete floor slab fixed formwork according to claim 4, wherein the centering portion has a substantially tapered shape.
て、 前記センタリング部に、前記主部材下端に取り付けたゴ
ム材を用いることを特徴とする、コンクリート床版固定
型枠用支保工。 7. The method of claim 5 or 6 shoring according to said centering portion, characterized by using a rubber material mounted to the main member bottom end, a concrete slab fixed frame for shoring.
にゴム板を取り付け、それによって主部材の中心軸線
と、この主部材に加わる軸力の作用線とのずれを防ぐこ
とを特徴とする、コンクリート床版固定型枠用支保工。 8. The support according to claim 4, wherein the lower end of the main member is substantially tapered, and a rubber plate is attached to the tip thereof, whereby the central axis of the main member and the axial force applied to the main member. Support for concrete form slab fixed formwork, characterized by preventing deviation from the line of action of.
ゴム板を取り付け、それによって主部材の中心軸線と、
この主部材に加わる軸力の作用線とのずれを防ぐことを
特徴とする、コンクリート床版固定型枠用支保工。 9. The support work according to claim 4, wherein the lower end of the main member is formed into a substantially hemispherical shape, and a rubber plate is attached to the tip thereof, whereby the central axis of the main member is formed.
A support for a concrete form slab fixed formwork, characterized in that it prevents deviation from the line of action of the axial force applied to this main member.
保工において、 前記第二の梁部材の長手方向全体に亘って複数の貫通孔
を設け、これら貫通孔の内の少なくとも一つと、前記第
二の副部材の端部に設けた貫通孔に連結部材を挿通する
ことによって両者をピン結合するに際し、前記連結部材
を挿通する前記第二の梁部材の貫通孔を選択可能とする
ことにより、前記第二の梁部材と前記第二の副部材との
結合位置を可変とし、 前記各支柱の、主部材と前記第一および第二の副部材と
の結合部の間に略水平な横梁を設け、 前記横梁が、互いに対向して配置する、一端が前記支柱
と接続する一対の中空の第一の横梁部材と、これら第一
の横梁部材の間に延在させて配置する第二の横 梁部材と
を有し、 前記各第一の横梁部材の他端および、前記第二の横梁部
材の両端近傍に、それぞれ長手方向に複数の貫通孔を設
け、前記第一の横梁部材の貫通孔と前記第二の横梁部材
の貫通孔とに連結部材を挿通することにより、前記第一
の横梁部材と前記第二の横梁部材とを連結して前記横梁
を形成するに際し、前記連結部材を挿通する前記第一お
よび第二の横梁部材にそれぞれ設けた前記貫通孔を選択
することにより前記横梁の長さを可変としたことを特徴
とする、コンクリート床版固定型枠用支保工。 10. A shoring according to any one of claims 2-9, provided with a plurality of through holes along the entire longitudinal direction of said second beam member, and at least one of the through holes , When the connecting member is inserted into the through hole provided in the end portion of the second sub member so as to be pin-coupled with each other, the through hole of the second beam member through which the connecting member is inserted can be selected. by the bonding position to the second beam member and said second auxiliary member is variable, the each strut, and the main member and the first and second sub-members
A substantially horizontal cross beam is provided between the coupling parts of the cross beams, and the cross beams are arranged to face each other.
A pair of hollow first transverse beam members connected to
A second lateral beam members arranged to extend between the cross beam member
And the other end of each of the first horizontal beam members and the second horizontal beam portion.
Plural through holes are provided in the longitudinal direction near both ends of the material.
The through hole of the first horizontal beam member and the second horizontal beam member
By inserting the connecting member into the through hole of
Connecting the horizontal beam member and the second horizontal beam member
When forming the
And select the through hole provided in the second cross beam member respectively
The length of the cross beam is made variable by
The support for the concrete formwork fixed formwork.
の、主桁間に設置する支保工において、 前記第一の梁部材の、前記第二の梁部材と接続していな
い側の端部の端面にボルト孔を設け、このボルト孔にボ
ルトを螺合させ、前記ボルト頭部を主桁と接触させるよ
うにしたことを特徴とする、コンクリート床版固定型枠
用支保工。 11. The support work installed between the main girders according to claim 1, wherein an end of the first beam member that is not connected to the second beam member. A support for a concrete floor slab fixed formwork, characterized in that a bolt hole is provided on an end face of the portion, and a bolt is screwed into the bolt hole so that the bolt head is brought into contact with the main girder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000059259A JP3469527B2 (en) | 1999-08-30 | 2000-03-03 | Shoring for fixed formwork on concrete floor slab |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11-242937 | 1999-08-30 | ||
| JP24293799 | 1999-08-30 | ||
| JP2000059259A JP3469527B2 (en) | 1999-08-30 | 2000-03-03 | Shoring for fixed formwork on concrete floor slab |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2001140222A JP2001140222A (en) | 2001-05-22 |
| JP3469527B2 true JP3469527B2 (en) | 2003-11-25 |
Family
ID=26535993
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2000059259A Expired - Fee Related JP3469527B2 (en) | 1999-08-30 | 2000-03-03 | Shoring for fixed formwork on concrete floor slab |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3469527B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110630015A (en) * | 2019-09-25 | 2019-12-31 | 中国一冶集团有限公司 | Large-span steel bar truss floor support plate assembled support and construction method |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20030072666A (en) * | 2002-03-06 | 2003-09-19 | 주식회사 삼덕토건 | A sheeting apparatus for bridge slab |
| KR100463073B1 (en) * | 2002-09-17 | 2004-12-23 | 배석동 | Triangle Support Post of Bridge Deck Maintenance and Using Maintenance and Reinforce Method Thereof |
| CN100439632C (en) * | 2003-01-29 | 2008-12-03 | 李渊河 | Method and apparatus for constructing inner wall moulding board |
| KR101712634B1 (en) * | 2014-07-02 | 2017-03-22 | 경희대학교 산학협력단 | the supporting apparatus of bridge slab form and the construction method of bridge slab form using the same |
| CN108457189A (en) * | 2018-01-23 | 2018-08-28 | 中国建筑第八工程局有限公司 | The formwork erecting structure and mold method of arch bridge deck form |
-
2000
- 2000-03-03 JP JP2000059259A patent/JP3469527B2/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110630015A (en) * | 2019-09-25 | 2019-12-31 | 中国一冶集团有限公司 | Large-span steel bar truss floor support plate assembled support and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2001140222A (en) | 2001-05-22 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN113152283B (en) | Construction method of large-crotch-diameter supporting system of small box girder type hidden cover beam prefabricated on road and bridge | |
| US4899497A (en) | Foundation system and derivative bracing system for manufactured building | |
| JP5020163B2 (en) | Support for overhanging slab | |
| JP2007239250A (en) | Construction method of solid viaduct structure | |
| KR102597084B1 (en) | Steel Ccomposite Rahmen Bridge Structure and its Construction Method | |
| JP3844743B2 (en) | Box girder bridge structure and its construction method | |
| JP3469527B2 (en) | Shoring for fixed formwork on concrete floor slab | |
| CN215925691U (en) | Bearing support for casting No. 0 block of bridge | |
| JP2006265976A (en) | Corrugated steel-plate web u component bridge and its construction method | |
| JP2003313815A (en) | Rigid connecting structure between steel girder and steel pipe pier | |
| JPH02503099A (en) | Cable supported bridge and construction method | |
| JP2523447B2 (en) | Floor slab installation structure in bridge | |
| KR20090007442U (en) | Bracket Fixing Device for Concrete Filled Tube | |
| JP4627383B2 (en) | Replaced steel deck bridge | |
| JP5543323B2 (en) | Suspended scaffolding support bracket | |
| JPH059368Y2 (en) | ||
| JP2000178923A (en) | Construction method for bridge of web girder of wave steel plate | |
| JP2003049407A (en) | Bridge and its construction method | |
| JP3347942B2 (en) | Unit building and its construction method | |
| JP7032051B2 (en) | Floor structure construction method and floor structure reuse method | |
| KR20210004289A (en) | Transfer Structure Construction Method Using U-shaped Steel Girder | |
| JP2690868B2 (en) | Building steel foundation | |
| JP2002332691A (en) | Joint construction between column and beam | |
| JP4041454B2 (en) | Support and cover member used for this | |
| JP2001123525A (en) | Half-precast beam |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20080905 Year of fee payment: 5 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090905 Year of fee payment: 6 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090905 Year of fee payment: 6 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100905 Year of fee payment: 7 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110905 Year of fee payment: 8 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110905 Year of fee payment: 8 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120905 Year of fee payment: 9 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120905 Year of fee payment: 9 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130905 Year of fee payment: 10 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| S802 | Written request for registration of partial abandonment of right |
Free format text: JAPANESE INTERMEDIATE CODE: R311802 |
|
| R360 | Written notification for declining of transfer of rights |
Free format text: JAPANESE INTERMEDIATE CODE: R360 |
|
| R360 | Written notification for declining of transfer of rights |
Free format text: JAPANESE INTERMEDIATE CODE: R360 |
|
| R371 | Transfer withdrawn |
Free format text: JAPANESE INTERMEDIATE CODE: R371 |
|
| S531 | Written request for registration of change of domicile |
Free format text: JAPANESE INTERMEDIATE CODE: R313531 |
|
| S802 | Written request for registration of partial abandonment of right |
Free format text: JAPANESE INTERMEDIATE CODE: R311802 |
|
| R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| LAPS | Cancellation because of no payment of annual fees |