JPH04315666A - Construction method for truss roof - Google Patents

Construction method for truss roof

Info

Publication number
JPH04315666A
JPH04315666A JP3084038A JP8403891A JPH04315666A JP H04315666 A JPH04315666 A JP H04315666A JP 3084038 A JP3084038 A JP 3084038A JP 8403891 A JP8403891 A JP 8403891A JP H04315666 A JPH04315666 A JP H04315666A
Authority
JP
Japan
Prior art keywords
roof
truss
roof truss
finishing material
foundation
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
JP3084038A
Other languages
Japanese (ja)
Inventor
Yoshie Watabe
渡部 善江
Naoyoshi Takamatsu
直芳 高松
Yoshimasa Sasaki
義正 佐々木
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.)
Fujita Corp
Original Assignee
Fujita 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 Fujita Corp filed Critical Fujita Corp
Priority to JP3084038A priority Critical patent/JPH04315666A/en
Publication of JPH04315666A publication Critical patent/JPH04315666A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To provide the construction method of a truss roof in which a roof truss and a roof finishing material associated with the roof truss are constructed with no scaffold, temporary materials are saved, workability is improved, and excellent economy is obtained. CONSTITUTION:A horizontal roof truss (a) and a roof finishing material (b) associated with it are assembled on a truss assembling bed 3 and a roof finishing material assembling bed 5 provided on one side of a building, and roof truss both end base plates 9 are slid along a sliding material 7 provided on the surfaces of foundation sections 6 on both sides of the ridge direction supporting the roof truss (a). Rollers 15 suspended from the base plates 9 are slid along the reinforcing plates 8 fitted on the side faces of the foundation sections 6, and a pair of the rollers 16 are stretched between the opposite foundation sections 6. The vertical deflection of the roof truss (a) is prevented, and the roof truss (a) and the roof finishing material (b) are suspended with no scaffold.

Description

【発明の詳細な説明】[Detailed description of the invention]

【0001】0001

【産業上の利用分野】本発明は建造物等におけるトラス
屋根の施工法に係るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing truss roofs for buildings and the like.

【0002】0002

【従来の技術】屋根トラス等の水平構造物とこれに付帯
する屋根仕上材を組立てるには、屋根トラスの撓み防止
や組立作業のため、作業用構台の足場をトラス組立下部
全面に架設し、その下端水平面に作業事故防止用安全施
設を設けている。
[Prior Art] In order to assemble a horizontal structure such as a roof truss and its accompanying roof finishing material, a scaffolding for a work gantry is erected on the entire bottom of the truss assembly in order to prevent the roof truss from deflecting and for the assembly work. A safety facility to prevent work accidents is installed on the lower horizontal surface.

【0003】0003

【発明が解決しようとする課題】このように従来技術に
よれば作業用構台の組立に多くの架設資材と、組立労務
者が必要となり、高所作業の部分が広くなるので作業員
の安全確保が困難であり、屋根トラス組立用足場と天井
組立用足場の2段構成となり、作業がし難い状態で施工
されており、また屋根トラス組立用の専門支保工が多く
必要になり、架設資材の運搬、撤去のための費用が嵩み
、また作業用構台の組立によって足元部分の床面仕上げ
ができない。
[Problems to be Solved by the Invention] According to the prior art, a large amount of construction materials and assembling workers are required to assemble the work gantry, and the work at height becomes large, ensuring the safety of the workers. It is difficult to assemble the roof truss, and the construction is made up of two tiers, one for assembling the roof truss and another for assembling the ceiling, making it difficult to perform the work.In addition, a lot of specialized shoring is required for assembling the roof truss, and construction materials are not available. Transportation and removal costs are high, and the floor surface cannot be finished at the base due to the assembly of the work platform.

【0004】本発明は前記従来技術の有する問題点に鑑
みて提案されたもので、その目的とする処は、屋根トラ
ス及びこれに付帯する屋根仕上げ材が無足場で施工され
、仮設資材が節減され、作業性が向上され、作業の安全
性が確保され、且つ経済性の優れたトラス屋根の施工法
を提供する点にある。
[0004] The present invention was proposed in view of the problems of the prior art, and its purpose is to enable roof trusses and roof finishing materials attached thereto to be constructed without scaffolding, thereby reducing the need for temporary construction materials. The object of the present invention is to provide a method of constructing a truss roof that improves workability, ensures work safety, and is highly economical.

【0005】[0005]

【課題を解決するための手段】前記の目的を達成するた
め、本発明に係るトラス屋根の施工法によれば、建造物
の一側に設けられた作業用構台上において、両端のベー
スプレート下面に滑り材が層着され、且つ案内ローラが
垂設された水平屋根トラス、及び同トラスに付帯する屋
根仕上げ材を組立て、前記屋根トラスを支承する桁行方
向両側部の基礎部表面には滑り材、側面には補強板を夫
々取付け、同補強板に前記屋根トラスの両端部ローラを
当接し、同ローラを前記補強板に沿って転動させながら
、前記ベースプレートを前記一双の基礎部上に沿って所
定位置まで滑動せしめたのち、同基礎部に固着するもの
である。
[Means for Solving the Problems] In order to achieve the above object, according to the truss roof construction method according to the present invention, on the working platform provided on one side of the building, the lower surface of the base plate at both ends is A horizontal roof truss on which a sliding material is layered and a guide roller is vertically installed, and a roof finishing material attached to the truss are assembled, and the surface of the foundation on both sides in the row direction supporting the roof truss is provided with a sliding material, A reinforcing plate is attached to each side, rollers at both ends of the roof truss are brought into contact with the reinforcing plate, and while rolling the rollers along the reinforcing plate, the base plate is moved along the pair of foundations. After sliding to a predetermined position, it is fixed to the base.

【0006】[0006]

【作用】本発明によれば建造物の一側に設けられた作業
用構台上において、屋根トラスと同トラスに付帯する屋
根仕上げ材を同時に組立て、前記屋根トラスを同トラス
両端のベースプレート下面の滑り材と、屋根トラスを支
承する桁行方向両側部の基礎部表面の滑り材を案内とし
て、同基礎部に沿って所定の架設位置まで移動させるも
のである。
[Operation] According to the present invention, a roof truss and roof finishing material attached to the truss are simultaneously assembled on a work platform provided on one side of a building, and the roof truss is prevented from sliding on the lower surface of the base plate at both ends of the roof truss. The roof truss is moved along the foundation to a predetermined installation position using the sliding material on the surface of the foundation on both sides in the row direction that supports the roof truss as a guide.

【0007】この際、前記水平屋根トラスの両端ベース
プレートに垂設された案内ローラが、前記基礎部側面の
補強板に沿って滑動し、前記両ローラが相対する前記基
礎部の対向面に突っ張った状態となり、前記屋根トラス
の上下方向の撓みを防止する。かくして同屋根トラスが
基礎部上の所定位置まで移動すると、同トラスを前記基
礎部に固定することによって、水平屋根トラス、及び同
トラスに付帯する仕上げ材が無足場で架構するものであ
る。
[0007] At this time, the guide rollers vertically installed on the base plates at both ends of the horizontal roof truss slide along the reinforcing plates on the side surfaces of the foundation, and the rollers are stretched against the opposing surfaces of the foundation. This prevents the roof truss from deflecting in the vertical direction. When the roof truss is moved to a predetermined position on the foundation, the truss is fixed to the foundation, and the horizontal roof truss and the finishing material attached to the truss are constructed without scaffolding.

【0008】[0008]

【実施例】以下本発明を図示の実施例について説明する
。建造物の一側に配設された支保工1及びその内側床面
に立設された枠組足場2にトラス屋根組立構台3が支持
され、同構台3及びその内側床面に立設された枠組足場
4上に屋根仕上げ材組立構台5が支持されている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to the illustrated embodiments. A truss roof assembly gantry 3 is supported by a support 1 installed on one side of the building and a framework scaffold 2 erected on the floor inside the truss roof, and the truss roof assembly gantry 3 is supported by the gantry 3 and the framework erected on the inside floor. A roof finishing material assembly gantry 5 is supported on the scaffold 4.

【0009】而して前記トラス組立構台3及び屋根仕上
げ材組立構台5において、水平屋根トラスa及び同トラ
スに付帯する屋根仕上げ材bを組立てる。6は前記屋根
トラスaを支承する桁行方向両側部の基礎部で、同部長
手方向に亘って表面にステンレス鋼材7よりなる滑り材
が敷設されている。更に前記基礎部6の側面上端には鋼
板よりなる補強板8が一体に定着、または接着されてい
る。
Then, on the truss assembly gantry 3 and the roof finishing material assembly gantry 5, the horizontal roof truss a and the roof finishing material b attached to the truss are assembled. Reference numeral 6 denotes foundation parts on both sides in the row direction that support the roof truss a, and a sliding material made of stainless steel material 7 is laid on the surface over the longitudinal direction. Furthermore, a reinforcing plate 8 made of a steel plate is integrally fixed or bonded to the upper end of the side surface of the base part 6.

【0010】前記水平屋根トラスaにおける両端部のベ
ースプレート9の下面には固定定規プレート10が取付
けられ、同定規プレート10の下面には、鋼板に弗素樹
脂シートが貼着された滑り材11が取付けられている。 図中12はベースプレート9と固定定規プレート10と
の固定ボルトである。前記ベースプレート9の下面には
リブプレート13で補剛された取付板14が垂設され、
同取付板14に前記基礎部6の補強板8に沿って転動す
るローラ15が装架されている。
A fixed ruler plate 10 is attached to the lower surface of the base plate 9 at both ends of the horizontal roof truss a, and a sliding material 11, which is a steel plate with a fluororesin sheet attached, is attached to the lower surface of the ruler plate 10. It is being In the figure, reference numeral 12 indicates a fixing bolt between the base plate 9 and the fixed ruler plate 10. A mounting plate 14 stiffened by a rib plate 13 is vertically provided on the lower surface of the base plate 9,
A roller 15 that rolls along the reinforcing plate 8 of the base portion 6 is mounted on the mounting plate 14 .

【0011】なお前記基礎部6には所定位置において、
屋根トラスのベースプレート9取付用アンカーボルト1
6が配設されているが、屋根トラスのスライド時には基
礎部から突出することのないように埋設され、アンカー
ボルト16の上端に長ナツト17が装着されていて、屋
根トラスが所定位置までスライドしたとき、取付ボルト
18によってベースプレート9を長ナツト17及びアン
カーボルト16を介して基礎部6に固定しうるように構
成されている。
[0011] Furthermore, at a predetermined position on the base part 6,
Anchor bolt 1 for attaching roof truss base plate 9
6 is installed, but it is buried so that it does not protrude from the foundation when the roof truss slides, and a long nut 17 is attached to the upper end of the anchor bolt 16, so that the roof truss slides to a predetermined position. At this time, the base plate 9 can be fixed to the base part 6 using the mounting bolts 18 via the long nuts 17 and the anchor bolts 16.

【0012】図示の実施例は前記したように構成されて
いるので、前記トラス屋根組立構台3及び屋根仕上げ材
組立構台5において、水平屋根トラスa及びこれに付帯
する屋根仕上げ材bを組立て、前記屋根トラスaの両端
ベースプレート9下面の滑り材11と、桁行方向両側部
の基礎部6表面の滑り材7を案内としてスライドさせる
とともに、前記両端ベースプレート9より垂設されたロ
ーラ15を前記両基礎部6側面の補強板8に沿って滑動
させることによって、水平屋根トラスaは両端において
ローラ15が相対する基礎部6、6間に突っ張る形とな
って、前記屋根トラスaの上下方向の撓みを防止するも
のであり、従って従来のように前記屋根トラスaの撓み
を防止するためと組立作業のためとの作業用構台の足場
を、水平屋根トラスaの下部全面に設ける必要がなくな
る。
Since the illustrated embodiment is constructed as described above, the horizontal roof truss a and the roof finishing material b attached thereto are assembled on the truss roof assembly gantry 3 and roof finishing material assembly gantry 5, and the roof truss a and the roof finishing material b attached thereto are assembled. The sliding members 11 on the lower surfaces of the base plates 9 at both ends of the roof truss a and the sliding members 7 on the surfaces of the foundations 6 on both sides in the row direction are used as guides to slide, and the rollers 15 hanging down from the base plates 9 at both ends are moved between the base plates 9 at both ends. By sliding the horizontal roof truss a along the reinforcing plates 8 on the 6 sides, the rollers 15 at both ends of the horizontal roof truss a are stretched between the opposing base parts 6 and 6, thereby preventing vertical deflection of the roof truss a. Therefore, there is no need to provide scaffolding for the work gantry on the entire lower part of the horizontal roof truss (a) for preventing the roof truss (a) from deflecting and for assembling work, as is the case in the past.

【0013】かくして前記屋根トラスaを所定位置まで
スライドさせたのちベースプレート9に貫通した取付ボ
ルト18をアンカーボルト16上端の長ナツト17に螺
着緊締し、かくして水平屋根トラスa、及びこれに付帯
する屋根仕上げ材を無足場で架設するものである。
After the roof truss a has been slid to a predetermined position, the mounting bolt 18 passing through the base plate 9 is screwed into the long nut 17 at the upper end of the anchor bolt 16, and thus the horizontal roof truss a and its attachments are tightened. The roof finishing material is erected without scaffolding.

【0014】[0014]

【発明の効果】本発明によれば前記したように、トラス
屋根とこれに付帯する屋根仕上げ材が無足場で施工され
、トラスの撓み防止のための作業構台が不要となり、作
業用構台の組立用資材を節減でき、高所作業の場面が狭
くなるため、作業員の安全確保が容易になり、屋根トラ
ス組立用の足場と天井組立用足場を兼ねた小面積の作業
構台で作業ができ、架設資材の運搬、撤去のためのコス
トが低減される。更に作業用構台の組立面積が小さく、
構台足元の床面仕上作業が容易になる。
According to the present invention, as described above, the truss roof and the accompanying roof finishing material can be constructed without scaffolding, eliminating the need for a work gantry to prevent the truss from deflecting, and making it easier to assemble the work gantry. It is easier to ensure the safety of workers by reducing the need for materials and reducing the need for work at height, and the work can be done on a small work platform that doubles as a scaffold for roof truss assembly and a scaffold for ceiling assembly. Costs for transporting and removing construction materials are reduced. Furthermore, the assembly area of the work platform is small,
Floor finishing work at the foot of the gantry becomes easier.

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

【図1】本発明に係るトラス屋根の施工法の一実施例の
実施状況を示す縦断面図である。
FIG. 1 is a longitudinal cross-sectional view showing the implementation status of one embodiment of the truss roof construction method according to the present invention.

【図2】図1の平面図である。FIG. 2 is a plan view of FIG. 1;

【図3】トラス屋根移動中における端部ベースプレート
と基礎部との関係を示す縦断面図である。
FIG. 3 is a longitudinal cross-sectional view showing the relationship between the end base plate and the foundation during movement of the truss roof.

【図4】トラス屋根の移動完了時におけるベースプレー
トの基礎部に対する固定部を示す縦断面図である。
FIG. 4 is a longitudinal cross-sectional view showing the fixing portion of the base plate to the foundation when the truss roof has been moved.

【図5】基礎部の部分斜視図である。FIG. 5 is a partial perspective view of the base.

【図6】屋根トラスの移動状態を模式的に示す縦断正面
図である。
FIG. 6 is a longitudinal sectional front view schematically showing the moving state of the roof truss.

【図7】図6の側面図である。FIG. 7 is a side view of FIG. 6;

【符号の説明】[Explanation of symbols]

a    水平屋根トラス b    屋根仕上げ材 3    トラス屋根組立構台 5    屋根仕上げ材組立構台 6    基礎部 7    滑り材 8    補強板 9    ベースプレート 11  滑り材 15  ローラ 16  アンカーボルト 17  長ナツト 18  取付ボルト a Horizontal roof truss b Roof finishing material 3 Truss roof assembly gantry 5 Roof finishing material assembly pedestal 6. Foundation part 7 Sliding material 8 Reinforcement plate 9 Base plate 11 Sliding material 15 Roller 16 Anchor bolt 17 Long Natsuto 18 Mounting bolt

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】  建造物の一側に設けられた作業用構台
上において、両端のベースプレート下面に滑り材が層着
され、且つ案内ローラが垂設された水平屋根トラス、及
び同トラスに付帯する屋根仕上げ材を組立て、前記屋根
トラスを支承する桁行方向両側部の基礎部表面には滑り
材、側面には補強板を夫々取付け、同補強板に前記屋根
トラスの両端部ローラを当接し、同ローラを前記補強板
に沿って転動させながら、前記ベースプレートを前記一
双の基礎部上に沿って所定位置まで滑動せしめたのち、
同基礎部に固着することを特徴とするトラス屋根の施工
法。
Claim 1: A horizontal roof truss, on a working gantry provided on one side of a building, with a sliding material layered on the lower surface of base plates at both ends, and guide rollers hanging down, and a horizontal roof truss attached to the truss. Assemble the roof finishing materials, attach sliding materials to the surface of the foundation on both sides in the row direction supporting the roof truss, and attach reinforcing plates to the sides, and abut the rollers at both ends of the roof truss to the reinforcing plates, and After sliding the base plate to a predetermined position along the pair of foundations while rolling the roller along the reinforcing plate,
A construction method for truss roofs that is characterized by being fixed to the foundation.
JP3084038A 1991-04-16 1991-04-16 Construction method for truss roof Pending JPH04315666A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3084038A JPH04315666A (en) 1991-04-16 1991-04-16 Construction method for truss roof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3084038A JPH04315666A (en) 1991-04-16 1991-04-16 Construction method for truss roof

Publications (1)

Publication Number Publication Date
JPH04315666A true JPH04315666A (en) 1992-11-06

Family

ID=13819351

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3084038A Pending JPH04315666A (en) 1991-04-16 1991-04-16 Construction method for truss roof

Country Status (1)

Country Link
JP (1) JPH04315666A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012112151A (en) * 2010-11-24 2012-06-14 Shimizu Corp Seismic strengthening method for roof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012112151A (en) * 2010-11-24 2012-06-14 Shimizu Corp Seismic strengthening method for roof

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