TWI628374B - Pipe structure and boiler system - Google Patents

Pipe structure and boiler system Download PDF

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Publication number
TWI628374B
TWI628374B TW106112132A TW106112132A TWI628374B TW I628374 B TWI628374 B TW I628374B TW 106112132 A TW106112132 A TW 106112132A TW 106112132 A TW106112132 A TW 106112132A TW I628374 B TWI628374 B TW I628374B
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Taiwan
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pipe
intersecting
deformation
steel frame
piping
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TW106112132A
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Chinese (zh)
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TW201736752A (en
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森下邦宏
加藤基規
下野将樹
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三菱日立電力系統股份有限公司
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H5/00Buildings or groups of buildings for industrial or agricultural purposes
    • E04H5/02Buildings or groups of buildings for industrial purposes, e.g. for power-plants or factories
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16FSPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F15/00Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
    • F16F15/02Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
    • F16F15/04Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means
    • F16F15/08Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means with rubber springs ; with springs made of rubber and metal
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L27/00Adjustable joints, Joints allowing movement
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L27/00Adjustable joints, Joints allowing movement
    • F16L27/10Adjustable joints, Joints allowing movement comprising a flexible connection only, e.g. for damping vibrations
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F22STEAM GENERATION
    • F22BMETHODS OF STEAM GENERATION; STEAM BOILERS
    • F22B37/00Component parts or details of steam boilers
    • F22B37/02Component parts or details of steam boilers applicable to more than one kind or type of steam boiler
    • F22B37/10Water tubes; Accessories therefor

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Chemical & Material Sciences (AREA)
  • Thermal Sciences (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Combustion & Propulsion (AREA)
  • Acoustics & Sound (AREA)
  • Aviation & Aerospace Engineering (AREA)
  • Vibration Prevention Devices (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Joints Allowing Movement (AREA)
  • Supports For Pipes And Cables (AREA)

Abstract

本發明提供一種配管構造1,其係具有配管2者,該配管2係固定於支持構造體14且將第一設備11與未由防震裝置支持之第二設備連接者,該支持構造體14具有支持第一設備11之支持鋼架16、及支持支持鋼架16之防震裝置17;且該配管構造1具有:配管2及設置於配管2之變形吸收部3。The present invention provides a piping structure 1 having a piping 2 that is fixed to a supporting structure 14 and that connects a first device 11 to a second device that is not supported by an anti-shock device, the support structure 14 having The support steel frame 16 of the first device 11 and the anti-vibration device 17 supporting the support steel frame 16 are supported; and the pipe structure 1 includes a pipe 2 and a deformation absorbing portion 3 provided in the pipe 2.

Description

配管構造及鍋爐系統Piping structure and boiler system

本發明係關於配管構造及鍋爐系統。 本案係基於2016年4月12日於日本申請之日本專利特願2016-079791號而主張優先權,其內容援用於本文中。The present invention relates to piping construction and boiler systems. The present application claims priority based on Japanese Patent Application No. 2016-079791, filed on Jan.

發電用燒煤鍋爐、燒重油鍋爐之大型鍋爐一般係連同以脫硝裝置、空氣加熱器為首之附帶機器一起支持於支持構造體之支持鋼架。 作為鍋爐之支持構造體,已知有藉由積層橡膠等而形成,並支持支持鋼架之防震裝置者。於專利文獻1記載有降低所作用之地震力之防震裝置。於防震裝置中,係根據構成支持鋼架之柱所產生之水平反作用力之大小而設定防震特性。 [先前技術文獻] [專利文獻] [專利文獻1]日本專利特開2015-121045號公報A large-scale boiler for a coal-fired boiler for power generation and a heavy-duty oil-fired boiler is generally supported by a supporting steel frame supporting a structure together with an attached machine including a denitration device and an air heater. As a support structure for a boiler, an anti-vibration device which is formed by laminating rubber or the like and supports a steel frame is known. Patent Document 1 describes an anti-shock device that reduces the seismic force acting. In the anti-vibration device, the anti-vibration characteristics are set according to the magnitude of the horizontal reaction force generated by the columns constituting the support steel frame. [Prior Art Document] [Patent Document] [Patent Document 1] Japanese Patent Laid-Open No. 2015-121045

[發明所欲解決之問題] 然而,對鍋爐連接例如流通對如渦輪機般之設備供給之高溫・高壓蒸汽之配管。將鍋爐以具有防震裝置之支持構造體支持之情形時,由於以防震裝置支持之支持鋼架之水平方向之移位變大,故對於鍋爐側之配管與渦輪機側之配管之間之配管會產生較大變形。 為了吸收此種變形,已知有使用萬向接頭等而容許變形之構造等,但若流通於配管之流體為高壓,則有可能產生液體洩漏之問題。 本發明之目的係提供一種配管構造及鍋爐系統,其於由防震裝置支持之第一設備與未由防震裝置支持之第二設備之間之相對位置大幅變動之情形時,亦可吸收配管所受之變形。 [解決問題之技術手段] 根據本發明之第一態樣,配管構造具有:配管,其固定於支持構造體,該支持構造體具有支持第一設備之支持鋼架與支持上述支持鋼架之防震裝置,且該配管將上述第一設備與未由上述防震裝置支持之第二設備進行連接,且該配管構造具有:上述配管;及設置於上述配管之變形吸收部。 根據此種構成,即使第一設備與第二設備之間之相對位置因地震而大幅變動之情形時,亦可藉由變形吸收部吸收配管構造所受之變形。 上述配管構造中,上述配管具有上述第一設備側之第一配管、與上述第二設備側之第二配管,上述變形吸收部宜具有:第一交叉配管,其自上述第一配管之端部向與上述第一配管交叉之方向延伸;第二交叉配管,其自上述第二配管之端部向與上述第二配管交叉之方向延伸;及連接配管,其連接上述第一交叉配管之端部與上述第二交叉配管之端部。 根據此種構成,可藉由各個配管之彎曲變形、扭曲變形,而吸收於配管產生之變形。 上述配管構造中,上述第一配管與上述第一交叉配管所成之角、上述第一交叉配管與上述連接配管所成之角、上述連接配管與上述第二交叉配管所成之角、及上述第二交叉配管與上述第二配管所成之角,宜分別為直角。 根據此種構成,可緊湊地形成變形吸收部。 上述配管構造中,上述第一配管與上述第一交叉配管所成之角、及上述第二交叉配管與上述第二配管所成之角為鈍角,上述連接配管亦可於沿著上述第一配管及上述第二配管之方向延伸。 根據此種構成,可降低流通於配管之流體之壓力損失。 上述配管構造中,將上述配管與上述第一交叉配管、上述第一交叉配管與上述連接配管、上述連接配管與上述第二交叉配管、及上述第二交叉配管與上述配管以肘管連接,上述肘管之至少一者宜顯示剛性低於上述配管之性質。 根據此種構成,可更緊湊地形成變形吸收部。 根據本發明之第二態樣,鍋爐系統具有:支持鋼架,其支持第一設備;支持構造體,其具有支持上述支持鋼架之防震裝置;第二設備,其未由上述防震裝置支持;及上述配管構造,其具有配管,其中上述配管具有:上下配管,其於上下方向延伸;及水平配管,其於水平方向延伸,且上述變形吸收部設於上述上下配管與上述水平配管之連接部附近。 上述鍋爐系統中,上述支持鋼架與上述配管之間之間隙,亦可設定為基於解析推算之上述配管之變形量之1.0-1.5倍左右。 根據此種構成,可允許因地震之變形,且即使配管最大限度變形之情形時,亦可確實避免配管與支持鋼架接觸。 上述鍋爐系統中,亦可於基於解析決定之上述配管之最大變形部,及上述支持鋼架之上述最大變形部之對應部位之至少一者,設置緩衝裝置。 根據此種構成,即使發生意外地震而使配管與支持鋼架接觸之情形時,亦可防止配管之損傷。 [發明之效果] 根據本發明,即使第一設備與第二設備之間之相對位置因地震而大幅變動之情形時,亦可藉由變形吸收部吸收配管構造所受之變形。[Problems to be Solved by the Invention] However, the boiler is connected to, for example, a piping for supplying high-temperature and high-pressure steam to equipment such as a turbine. When the boiler is supported by the support structure having the anti-vibration device, the displacement in the horizontal direction of the support steel frame supported by the anti-vibration device becomes large, so that the piping between the piping on the boiler side and the piping on the turbine side is generated. Large deformation. In order to absorb such a deformation, a structure in which deformation is allowed by using a universal joint or the like is known. However, if the fluid flowing through the pipe is at a high pressure, there is a possibility that liquid leakage occurs. An object of the present invention is to provide a piping structure and a boiler system which can absorb the piping when the relative position between the first device supported by the anti-vibration device and the second device not supported by the anti-vibration device greatly changes. The deformation. [Technical means for solving the problem] According to a first aspect of the present invention, a piping structure includes: a pipe fixed to a support structure having a support steel frame supporting the first device and a shockproof support supporting the support steel frame In the device, the first device is connected to a second device that is not supported by the anti-vibration device, and the pipe structure includes the pipe and a deformation absorbing portion provided in the pipe. According to this configuration, even when the relative position between the first device and the second device largely fluctuates due to an earthquake, the deformation of the pipe structure can be absorbed by the deformation absorbing portion. In the piping structure, the pipe has a first pipe on the first device side and a second pipe on the second device side, and the deformation absorbing portion preferably has a first intersecting pipe from an end portion of the first pipe a second intersecting pipe extending from an end of the second pipe to a direction intersecting the second pipe; and a connecting pipe connecting the end of the first intersecting pipe The end of the second cross pipe is connected to the above. According to this configuration, deformation of the pipe can be absorbed by bending deformation and distortion of each pipe. In the piping structure, an angle formed by the first pipe and the first intersecting pipe, an angle formed by the first intersecting pipe and the connecting pipe, an angle formed by the connecting pipe and the second intersecting pipe, and the above The angle formed by the second intersecting pipe and the second pipe is preferably a right angle. According to this configuration, the deformation absorbing portion can be formed compactly. In the piping structure, an angle formed by the first pipe and the first intersecting pipe, and an angle formed by the second intersecting pipe and the second pipe are obtuse, and the connecting pipe may be along the first pipe And extending in the direction of the second pipe. According to this configuration, the pressure loss of the fluid flowing through the pipe can be reduced. In the piping structure, the pipe and the first intersecting pipe, the first intersecting pipe and the connecting pipe, the connecting pipe and the second intersecting pipe, and the second intersecting pipe are connected to the pipe by an elbow, At least one of the elbows preferably exhibits a lower rigidity than the above-described piping. According to this configuration, the deformation absorbing portion can be formed more compactly. According to a second aspect of the present invention, a boiler system has: a support steel frame that supports a first device; a support structure that has an anti-vibration device that supports the support steel frame; and a second device that is not supported by the anti-vibration device; And the piping structure, wherein the piping includes: an upper and lower pipe extending in a vertical direction; and a horizontal pipe extending in a horizontal direction, wherein the deformation absorbing portion is provided at a connection portion between the upper and lower pipes and the horizontal pipe nearby. In the above boiler system, the gap between the support steel frame and the pipe may be set to about 1.0 to 1.5 times the deformation amount of the pipe estimated based on the analysis. According to this configuration, the deformation of the earthquake can be allowed, and even if the piping is deformed to the maximum extent, the piping can be surely prevented from coming into contact with the support steel frame. In the above boiler system, a buffer device may be provided at least one of a maximum deformation portion of the pipe determined by the analysis and a corresponding portion of the maximum deformation portion of the support steel frame. According to this configuration, even when an accidental earthquake occurs and the pipe is brought into contact with the support steel frame, the damage of the pipe can be prevented. [Effects of the Invention] According to the present invention, even when the relative position between the first device and the second device largely fluctuates due to an earthquake, the deformation of the pipe structure can be absorbed by the deformation absorbing portion.

[第一實施形態] 以下,針對本發明之第一實施形態之鍋爐系統,參照圖式詳細說明。 如圖1所示,本實施形態之鍋爐系統10具備:鍋爐11(第一設備)、渦輪機12(第二設備)、及具有連接鍋爐11與渦輪機12之配管2之配管構造1。鍋爐11具有:鍋爐本體13、及支持鍋爐本體13之鍋爐支持構造體14。 鍋爐支持構造體14係設於地基15之上者,具有支持鋼架16、及支持支持鋼架16之複數個防震裝置17。 支持鋼架16係組合於垂直方向延伸之複數條柱18、於水平方向延伸之複數條樑19、及複數條垂直支柱20而構成。鍋爐支持構造體14經由構成支持鋼架16之柱18之末端部分即柱腳18a而立設於地基15。 鍋爐支持構造體14為了不限制運轉中之熱膨脹,而經由固定於最上層之樑19之複數條懸掛棒22,使鍋爐本體13自支持鋼架16之頂部垂掛。鍋爐支持構造體14為了限制鍋爐本體13向水平方向移位,而於鍋爐本體13與位於支持鋼架16之最外周之柱18之間,介隔有架設於水平方向之支架23。 鍋爐支持構造體14於各個柱腳18a之基部與地基15之間設有防震裝置17。防震裝置17係如下之裝置:例如藉由積層橡膠等形成,將地基15與支持鋼架16分離,於發生地震之情形時,藉由使支持鋼架16之振動週期長週期化,而降低因地震引起之慣性力,降低地震對支持鋼架16之輸入能量。 作為防震裝置17,可採用利用積層橡膠之裝置、利用滑動材料之裝置、利用滾動支承之裝置等。防震裝置17亦可具有油壓阻尼器等阻尼器。 配管構造1具有連接鍋爐11與未由防震裝置17支持之渦輪機12之配管2。配管2沿著支持鋼架16之柱18延伸。配管2藉由配管固定具24固定於支持鋼架16之柱18。於配管2流通例如高溫(例如超過550℃左右)且高壓(例如超過15 MPa左右)之蒸汽。 如圖2所示,配管構造1具有配管2、及設於配管2之變形吸收部3。變形吸收部3係於發生地震時吸收產生於配管2之變形之部位。 另,以下之說明中,設上下方向為Z方向,設與Z方向正交之一的水平方向為X方向,設與Z方向及X方向正交之水平方向為Y方向。 配管2具有於水平方向延伸之水平配管25、及於上下方向延伸之上下配管26。 水平配管25係於上下方向配置於靠近防震裝置17之位置,固定於地基15(參照圖1)或渦輪機12。上下配管26經由配管固定具24固定於支持鋼架16。上下配管26與水平配管25於配管固定具24之下方相互連接。上下配管26經由配管固定具24及支持鋼架16支持於防震裝置17。 發生地震之情形時,上下配管26於水平方向(X方向與Y方向之至少一者)大幅移動,但水平配管25與上下配管26相比於水平方向幾乎不移動。 本實施形態之變形吸收部3設於上下配管26之配管固定具24之下方。 如圖3所示,配管構造1具有圓筒形狀之配管2、及設於配管2之變形吸收部3。本實施形態中,配管2為上下配管26(參照圖2)。 配管2具有鍋爐11側之第一配管2a、與渦輪機12側之第二配管2b。第一配管2a及第二配管2b配置於同一線上,並於上下方向延伸。第一配管2a配置於第二配管2b之上方。變形吸收部3設於第一配管2a與第二配管2b之間。 變形吸收部3具有:第一交叉配管5,其自第一配管2a之端部(下端)向與第一配管2a交叉之方向延伸;第二交叉配管6,其自第二配管2b之端部(上端)向與第二配管2b交叉之方向延伸;及連接配管7,其連接第一交叉配管5之端部與第二交叉配管6之端部。 將配管2與配管2以肘管8連接。肘管8為彎曲之圓筒狀之構件,本實施形態之肘管8可使配管彼此以90°角度交叉地連接形成。 本實施形態之變形吸收部3中,第一配管2a與第一交叉配管5所成之角θ1、第一交叉配管5與連接配管7所成之角θ2、連接配管7與第二交叉配管6所成之角θ3、及第二交叉配管6與第二配管2b所成之角θ4分別為大致直角(90°)。 配管2及肘管8例如係藉由如可於超過550°左右之溫度下使用之材料構成。又,配管2及肘管8之尺寸係選擇可承受如超過15 MPa左右之壓力之尺寸。 接著,針對本實施形態之變形吸收部3之作用進行說明。 發生地震時,供配管2固定之支持鋼架16於X方向及Y方向移動。 如圖4所示,若支持鋼架16(參照圖2)於X方向移動,則第一配管2a於X方向移動。另一方面,第二配管2b幾乎不移動。 將第一配管2a之X方向之移位藉由變形吸收部3吸收。將第一配管2a之X方向之移位藉由第一配管2a、第二配管2b、及連接配管7之彎曲變形、與第一交叉配管5及第二交叉配管6之扭曲變形等而吸收。 如圖5所示,若支持鋼架16(參照圖2)於Y方向移動,則第一配管2a於Y方向移動。另一方面,第二配管2b幾乎不移動。 將第一配管2a之Y方向之移位藉由變形吸收部3吸收。將第一配管2a之Y方向之移位藉由第一配管2a、第二配管2b、第一交叉配管5、第二交叉配管6、連接配管7及肘管8之彎曲變形而吸收。 即,變形吸收部3藉由配管2之彎曲變形及扭曲變形、肘管8之彎曲變形等,而於地震時之水平方向之二個方向吸收移位。 根據上述實施形態,藉由於配管構造1設置變形吸收部3,即使因地震而使由防震裝置17支持之鍋爐11,與未由防震裝置17支持之渦輪機12之間之相對位置大幅變動之情形時,亦可吸收配管2所受之變形,且允許配管2之變形量。 又,作為變形吸收部3,藉由設為具有以下配管之構造,而藉由各個配管之彎曲變形、扭曲變形,而吸收配管2所產生之變形:第一交叉配管5,其自第一配管2a之端部向與第一配管2a交叉之方向延伸;第二交叉配管6,其自第二配管2b之端部向與第二配管2b交叉之方向延伸;及連接配管7,其連接第一交叉配管5之端部與第二交叉配管6之端部。 又,藉由將第一配管2a與第一交叉配管5所成之角θ1、第一交叉配管5與連接配管7所成之角θ2、連接配管7與第二交叉配管6所成之角θ3、及第二交叉配管6與第二配管2b所成之角θ4設為大致直角,而可緊湊地形成變形吸收部3。 又,本實施形態之配管構造1係僅藉由配管2與肘管8構成。藉此,與使用萬向接頭等吸收變形之構造相比,可防止蒸汽之洩漏。 [第二實施形態] 以下,針對本發明之第二實施形態之配管構造1,參照圖式詳細說明。另,於本實施形態中,以與上述第一實施形態不同處為中心進行敘述,對於相同部分省略其說明。 如圖6所示,本實施形態之變形吸收部3設於水平配管25之與上下配管26之連接部附近。本實施形態之第一配管2a及第二配管2b於水平方向延伸。即,若變形吸收部3不僅接近上下配管26,亦接近與上下配管26之連接部,則亦可設置於水平配管25。 如圖7所示,若支持鋼架16(參照圖2)於X方向移動,則第一配管2a於X方向移動。另一方面,第二配管2b幾乎不移動。 第一配管2a之X方向之移位由變形吸收部3吸收。第一配管2a之X方向之移位由第一配管2a、及第二配管2b之軸向變形、與第一交叉配管5、第二交叉配管6、連接配管7及肘管8之彎曲變形而吸收。 將支持鋼架16(參照圖2)之Y方向之移動藉由與圖5所示之作用相同之作用而吸收。 根據上述實施形態,將變形吸收部3設置於在水平方向延伸之配管2之情形時,於鍋爐11與渦輪機12之間之相對位置因地震而大幅變動之情形時,亦可吸收配管2所受之變形,且允許配管2之變形量。 [第三實施形態] 以下,針對本發明之第三實施形態之配管構造1,參照圖式詳細說明。另,於本實施形態中,以與上述第一實施形態不同處為中心進行敘述,對於相同部分省略其說明。 如圖8所示,本實施形態之變形吸收部3C,第一配管2a與第一交叉配管5所成之角θ1、第一交叉配管5與連接配管7所成之角θ2、連接配管7與第二交叉配管6所成之角θ3、及第二交叉配管6與第二配管2b所成之角θ4分別為鈍角(例如約為120°)。肘管8具有與該角度對應之形狀。 連接配管7於沿著第一配管2a及第二配管2b之方向延伸。即,第一配管2a、第二配管2b、及連接配管7相互平行。 根據上述實施形態,可降低流通於配管2之蒸汽之壓力損失。 另,於上述實施形態中,雖設為經由肘管8連接各個配管2之構成,但並非限定於此。即,亦可設為不使用肘管8,使配管2及變形吸收部3無接縫之構造。藉此,可更順暢地連接各個配管2,且進而降低蒸汽之壓力損失。 [第四實施形態] 以下,針對本發明之第四實施形態之配管構造1,參照圖式詳細說明。另,於本實施形態中,以與上述第一實施形態不同處為中心進行敘述,對於相同部分省略其說明。 如圖9所示,本實施形態之變形吸收部3D之第一交叉配管5、第二交叉配管6、及連接配管7之長度L2,短於第一實施形態之變形吸收部3之第一交叉配管5、第二交叉配管6、及連接配管7之長度L1(參照圖3)。 本實施形態之肘管8係以顯示剛性低於第一交叉配管5、第二交叉配管6、及連接配管7之性質之方式形成。 本實施形態之肘管8較第一交叉配管5、第二交叉配管6、及連接配管7壁薄。本實施形態之肘管8剛性低於第一實施形態之肘管8。 根據上述實施形態,可確保與第一實施形態之變形吸收部3相同之移位量D(亦參照圖5),且更小型化地形成變形吸收部。 另,降低肘管8之剛性之方法並非限定於此。例如亦可將肘管8之材質變更為更易彎曲之材質。又,亦可僅縮小肘管8之部分之直徑。再者,亦包含彈塑性性質,亦可設為顯示較第一實施形態之肘管8低剛性之性質。 另,變形吸收部3之大小,即第一交叉配管5、第二交叉配管6及連接配管7之長度,可根據基於地震應答解析等推算之配管2之變形量、或鍋爐系統10之規模等而適當變更。即,由於愈加長構成變形吸收部3之配管2之長度,愈可增大扭曲變形、彎曲變形,故可增大容許變形量。 又,亦可於配管構造1設置複數個變形吸收部3。 又,變形吸收部3相對於配管2之突出方向亦可為任一方向。圖2所示之變形吸收部3於沿著支持鋼架16之面之方向突出,但亦可例如使變形吸收部3向支持鋼架16之內側突出。 又,亦可設置二個變形吸收部3,使各個變形吸收部3之突出方向相反。即,亦可使二個變形吸收部3中之一個變形吸收部3之交叉配管5、6向與配管2大致正交之一方向突出,且使二個變形吸收部3中之另一變形吸收部3之交叉配管5、6向與配管2大致正交之一方向不同之方向突出。 [第五實施形態] 以下,針對本發明之第五實施形態之配管構造1,參照圖式詳細說明。 本實施形態之鍋爐系統10之配管構造1中,支持鋼架16與配管2之間之間隙C,係設定為基於地震應答解析等推算之配管2之變形量D2之1.0-1.5倍左右。 如圖10所示,配管2之變形係藉由地震應答解析等,而推算為如虛線所示。 本實施形態之配管固定具24係形成為使配管2與支持鋼架16(柱18)之間之間隙C成為藉由地震應答解析等推算之配管2之變形量D2之1.0-1.5倍左右。 根據上述實施形態,可允許配管2之水平方向因地震所致之變形,且配管2於圖10之X方向最大限度變形之情形時,亦可確實避免配管2與支持鋼架16之接觸。 [第六實施形態] 以下,針對本發明之第六實施形態之配管構造1,參照圖式詳細說明。另,於本實施形態中,以與上述第五實施形態不同處為中心進行敘述,對於相同部分省略其說明。 如圖11所示,本實施形態之鍋爐系統10於支持鋼架16之柱18設有緩衝裝置28。 緩衝裝置28例如係藉由方塊形狀之橡膠等而形成。緩衝裝置28設於藉由地震應答解析等決定之配管2之最大變形部M之對應部位。 根據上述實施形態,即使發生意外地震而配管2與支持鋼架16接觸之情形時,亦可防止配管2之損傷。 另,藉由使用具有衰減機構之高衰減橡膠作為緩衝裝置28,更可吸收接觸時之能量。 又,緩衝裝置28亦可設於配管2側(配管2之最大變形部M)。 又,如圖12之第一例所示,亦可並列設置油壓阻尼器29等之黏性衰減機構作為緩衝裝置28。於圖12亦顯示藉由橡膠等形成之緩衝裝置28,但若配管2與支持鋼架16之間之間隙C有餘裕,則該緩衝裝置28亦可省略。 又,如圖13之第二例所示,亦可設置鋼材系阻尼器30等(蜂窩阻尼器等)之滯後阻尼機構作為緩衝裝置28。此時,較佳為於配管2側設置對鋼材系阻尼器30傳遞荷重之荷重傳遞構件31。 以上,針對本發明之實施形態說明了詳情,但於不脫離本發明之技術性思想之範圍內可加入各種變更。 例如,於上述實施形態中,在鍋爐與渦輪機之間延伸之配管2設有變形吸收部3,但並非限定於此。即,本發明之配管構造亦可採用將由具有防震裝置之支持構造體支持之第一設備,與未由防震裝置支持之第二設備之間進行連接之配管。 [產業上之可利用性] 根據本發明,即使第一設備與第二設備之間之相對位置因地震而大幅變動之情形時,亦可藉由變形吸收部吸收配管構造所受之變形。[First Embodiment] Hereinafter, a boiler system according to a first embodiment of the present invention will be described in detail with reference to the drawings. As shown in Fig. 1, the boiler system 10 of the present embodiment includes a boiler 11 (first device), a turbine 12 (second device), and a piping structure 1 having a pipe 2 connecting the boiler 11 and the turbine 12. The boiler 11 has a boiler body 13 and a boiler support structure 14 that supports the boiler body 13. The boiler support structure 14 is attached to the foundation 15, and has a support steel frame 16 and a plurality of anti-shock devices 17 supporting the support steel frame 16. The support steel frame 16 is configured by combining a plurality of columns 18 extending in the vertical direction, a plurality of beams 19 extending in the horizontal direction, and a plurality of vertical columns 20. The boiler support structure 14 is erected on the foundation 15 via a column leg 18a which is an end portion of the column 18 constituting the support steel frame 16. The boiler support structure 14 suspends the boiler body 13 from the top of the support steel frame 16 via a plurality of suspension bars 22 fixed to the uppermost beam 19 so as not to restrict thermal expansion during operation. In order to restrict the horizontal displacement of the boiler body 13 in the boiler support structure 14, a bracket 23 that is placed in the horizontal direction is interposed between the boiler body 13 and the column 18 located at the outermost periphery of the support steel frame 16. The boiler support structure 14 is provided with an anti-shock device 17 between the base of each of the legs 18a and the foundation 15. The anti-vibration device 17 is a device that is formed by laminating rubber or the like to separate the foundation 15 from the support steel frame 16, and when the earthquake occurs, the vibration period of the support steel frame 16 is long-cycled, thereby reducing the cause. The inertial force caused by the earthquake reduces the input energy of the earthquake to support the steel frame 16. As the anti-vibration device 17, a device using laminated rubber, a device using a sliding material, a device using rolling support, or the like can be used. The anti-vibration device 17 may also have a damper such as a hydraulic damper. The piping structure 1 has a piping 2 that connects the boiler 11 and the turbine 12 that is not supported by the anti-vibration device 17. The piping 2 extends along the column 18 of the support steel frame 16. The pipe 2 is fixed to the column 18 of the support steel frame 16 by a pipe fixing fixture 24. The piping 2 is circulated, for example, at a high temperature (for example, above about 550 ° C) and at a high pressure (for example, in excess of about 15 MPa). As shown in FIG. 2, the piping structure 1 has the piping 2, and the deformation absorption part 3 provided in the piping 2. The deformation absorbing portion 3 absorbs a portion generated by deformation of the pipe 2 when an earthquake occurs. In the following description, the vertical direction is the Z direction, the horizontal direction orthogonal to one of the Z directions is the X direction, and the horizontal direction orthogonal to the Z direction and the X direction is the Y direction. The pipe 2 has a horizontal pipe 25 extending in the horizontal direction and an upper and lower pipe 26 extending in the vertical direction. The horizontal pipe 25 is disposed at a position close to the anti-vibration device 17 in the vertical direction, and is fixed to the foundation 15 (see FIG. 1 ) or the turbine 12 . The upper and lower pipes 26 are fixed to the support steel frame 16 via the pipe fixing fixtures 24 . The upper and lower pipes 26 and the horizontal pipes 25 are connected to each other under the pipe fixture 24 . The upper and lower pipes 26 are supported by the anti-shock device 17 via the pipe fixture 24 and the support steel frame 16. When an earthquake occurs, the upper and lower pipes 26 move largely in the horizontal direction (at least one of the X direction and the Y direction), but the horizontal pipe 25 hardly moves in the horizontal direction from the upper and lower pipes 26. The deformation absorbing portion 3 of the present embodiment is provided below the pipe fixture 24 of the upper and lower pipes 26. As shown in FIG. 3, the piping structure 1 has a pipe 2 having a cylindrical shape and a deformation absorbing portion 3 provided in the pipe 2. In the present embodiment, the pipe 2 is an upper and lower pipe 26 (see Fig. 2). The pipe 2 has a first pipe 2a on the boiler 11 side and a second pipe 2b on the turbine 12 side. The first pipe 2a and the second pipe 2b are disposed on the same line and extend in the vertical direction. The first pipe 2a is disposed above the second pipe 2b. The deformation absorbing portion 3 is provided between the first pipe 2a and the second pipe 2b. The deformation absorbing portion 3 has a first intersecting pipe 5 extending from an end portion (lower end) of the first pipe 2a in a direction intersecting the first pipe 2a, and a second intersecting pipe 6 from an end portion of the second pipe 2b. (upper end) extends in a direction intersecting the second pipe 2b; and a connecting pipe 7 that connects the end of the first intersecting pipe 5 and the end of the second intersecting pipe 6. The piping 2 and the piping 2 are connected by the elbow 8. The elbow 8 is a curved cylindrical member, and the elbow 8 of the present embodiment can be formed by connecting the pipes at an angle of 90° to each other. In the deformation absorbing portion 3 of the present embodiment, the angle θ1 between the first pipe 2a and the first intersecting pipe 5, the angle θ2 formed by the first intersecting pipe 5 and the connecting pipe 7, the connecting pipe 7 and the second intersecting pipe 6 The angle θ3 formed and the angle θ4 formed by the second intersecting pipe 6 and the second pipe 2b are substantially right angles (90°). The piping 2 and the elbow 8 are made of, for example, a material that can be used at a temperature exceeding 550°. Further, the dimensions of the piping 2 and the elbow 8 are selected to withstand a pressure of, for example, a pressure exceeding 15 MPa. Next, the action of the deformation absorbing portion 3 of the present embodiment will be described. When an earthquake occurs, the support steel frame 16 to which the pipe 2 is fixed moves in the X direction and the Y direction. As shown in Fig. 4, when the support steel frame 16 (see Fig. 2) moves in the X direction, the first pipe 2a moves in the X direction. On the other hand, the second pipe 2b hardly moves. The displacement of the first pipe 2a in the X direction is absorbed by the deformation absorbing portion 3. The displacement of the first pipe 2a in the X direction is absorbed by the first pipe 2a, the second pipe 2b, and the connecting pipe 7, and is deformed by twisting deformation of the first intersecting pipe 5 and the second intersecting pipe 6. As shown in Fig. 5, when the support steel frame 16 (see Fig. 2) moves in the Y direction, the first pipe 2a moves in the Y direction. On the other hand, the second pipe 2b hardly moves. The displacement of the first pipe 2a in the Y direction is absorbed by the deformation absorbing portion 3. The displacement of the first pipe 2a in the Y direction is absorbed by the bending deformation of the first pipe 2a, the second pipe 2b, the first intersecting pipe 5, the second intersecting pipe 6, the connecting pipe 7, and the elbow 8. In other words, the deformation absorbing portion 3 absorbs and shifts in two directions in the horizontal direction at the time of the earthquake by bending deformation and distortion of the pipe 2, bending deformation of the elbow pipe 8, and the like. According to the above-described embodiment, when the deformation absorbing portion 3 is provided in the piping structure 1, even when the relative position between the boiler 11 supported by the anti-vibration device 17 and the turbine 12 not supported by the anti-vibration device 17 greatly changes due to the earthquake, It is also possible to absorb the deformation of the pipe 2 and allow the deformation amount of the pipe 2. In addition, the deformation absorbing portion 3 is configured to have the following piping structure, and the deformation of the pipe 2 is caused by the bending deformation and the distortion of the respective pipes: the first intersecting pipe 5, the first pipe An end portion of 2a extends in a direction intersecting the first pipe 2a; a second intersecting pipe 6 extends from an end portion of the second pipe 2b in a direction intersecting the second pipe 2b; and a connecting pipe 7 which is connected first The end of the intersecting pipe 5 and the end of the second intersecting pipe 6 are provided. Moreover, the angle θ1 formed by the first pipe 2a and the first intersecting pipe 5, the angle θ2 formed by the first intersecting pipe 5 and the connecting pipe 7, and the angle θ3 formed by the connecting pipe 7 and the second intersecting pipe 6 are formed. The angle θ4 formed by the second intersecting pipe 6 and the second pipe 2b is set to be substantially a right angle, and the deformation absorbing portion 3 can be formed compactly. Moreover, the piping structure 1 of this embodiment is comprised only by the piping 2 and the elbow 8. Thereby, leakage of steam can be prevented as compared with a structure that absorbs deformation using a universal joint or the like. [Second Embodiment] Hereinafter, a piping structure 1 according to a second embodiment of the present invention will be described in detail with reference to the drawings. In the present embodiment, the differences from the first embodiment will be mainly described, and the description of the same portions will be omitted. As shown in Fig. 6, the deformation absorbing portion 3 of the present embodiment is provided in the vicinity of the connection portion of the horizontal pipe 25 and the upper and lower pipes 26. The first pipe 2a and the second pipe 2b of the present embodiment extend in the horizontal direction. In other words, the deformation absorbing portion 3 may be provided not only to the upper and lower pipes 26 but also to the connection portion with the upper and lower pipes 26, and may be provided in the horizontal pipe 25. As shown in Fig. 7, when the support steel frame 16 (see Fig. 2) moves in the X direction, the first pipe 2a moves in the X direction. On the other hand, the second pipe 2b hardly moves. The displacement of the first pipe 2a in the X direction is absorbed by the deformation absorbing portion 3. The displacement of the first pipe 2a in the X direction is caused by the axial deformation of the first pipe 2a and the second pipe 2b, and the bending of the first intersecting pipe 5, the second intersecting pipe 6, the connecting pipe 7, and the elbow 8 absorb. The movement of the support steel frame 16 (refer to Fig. 2) in the Y direction is absorbed by the same action as that shown in Fig. 5. According to the above-described embodiment, when the deformation absorbing portion 3 is provided in the pipe 2 extending in the horizontal direction, when the relative position between the boiler 11 and the turbine 12 largely fluctuates due to an earthquake, the pipe 2 can be absorbed. The deformation is made and the amount of deformation of the pipe 2 is allowed. [Third Embodiment] Hereinafter, a piping structure 1 according to a third embodiment of the present invention will be described in detail with reference to the drawings. In the present embodiment, the differences from the first embodiment will be mainly described, and the description of the same portions will be omitted. As shown in Fig. 8, the deformation absorbing portion 3C of the present embodiment has an angle θ1 between the first pipe 2a and the first intersecting pipe 5, an angle θ2 between the first intersecting pipe 5 and the connecting pipe 7, and a connecting pipe 7 and The angle θ3 formed by the second intersecting pipe 6 and the angle θ4 formed by the second intersecting pipe 6 and the second pipe 2b are respectively obtuse angles (for example, about 120°). The elbow 8 has a shape corresponding to the angle. The connection pipe 7 extends in the direction along the first pipe 2a and the second pipe 2b. That is, the first pipe 2a, the second pipe 2b, and the connecting pipe 7 are parallel to each other. According to the above embodiment, the pressure loss of the steam flowing through the pipe 2 can be reduced. Further, in the above embodiment, the configuration in which the respective pipes 2 are connected via the elbow pipe 8 is not limited thereto. In other words, the elbow 8 may not be used, and the piping 2 and the deformation absorbing portion 3 may have no joint structure. Thereby, the respective pipes 2 can be connected more smoothly, and the pressure loss of the steam can be further reduced. [Fourth embodiment] Hereinafter, a pipe structure 1 according to a fourth embodiment of the present invention will be described in detail with reference to the drawings. In the present embodiment, the differences from the first embodiment will be mainly described, and the description of the same portions will be omitted. As shown in Fig. 9, the length L2 of the first intersecting pipe 5, the second intersecting pipe 6, and the connecting pipe 7 of the deformation absorbing portion 3D of the present embodiment is shorter than the first cross of the deforming absorbing portion 3 of the first embodiment. The length L1 of the pipe 5, the second intersecting pipe 6, and the connecting pipe 7 (see Fig. 3). The elbow pipe 8 of the present embodiment is formed such that the display rigidity is lower than that of the first intersecting pipe 5, the second intersecting pipe 6, and the connecting pipe 7. The elbow pipe 8 of the present embodiment is thinner than the first intersecting pipe 5, the second intersecting pipe 6, and the connecting pipe 7. The elbow 8 of the present embodiment is less rigid than the elbow 8 of the first embodiment. According to the above-described embodiment, the displacement amount D (see also FIG. 5) which is the same as that of the deformation absorbing portion 3 of the first embodiment can be secured, and the deformation absorbing portion can be formed in a smaller size. Further, the method of reducing the rigidity of the elbow 8 is not limited thereto. For example, the material of the elbow 8 can be changed to a more flexible material. Further, it is also possible to reduce only the diameter of the portion of the elbow 8. Furthermore, the elastoplastic property is also included, and it is also possible to exhibit a property of lower rigidity than the elbow 8 of the first embodiment. Further, the size of the deformation absorbing portion 3, that is, the lengths of the first intersecting pipe 5, the second intersecting pipe 6, and the connecting pipe 7, can be based on the amount of deformation of the pipe 2 estimated based on seismic response analysis or the like, or the scale of the boiler system 10, and the like. And change it as appropriate. In other words, as the length of the pipe 2 constituting the deformation absorbing portion 3 is increased, the twist deformation and the bending deformation can be increased, so that the allowable deformation amount can be increased. Further, a plurality of deformation absorbing portions 3 may be provided in the piping structure 1. Further, the direction in which the deformation absorbing portion 3 protrudes with respect to the pipe 2 may be either direction. The deformation absorbing portion 3 shown in Fig. 2 protrudes in the direction along the surface of the support steel frame 16, but the deformation absorbing portion 3 may be protruded toward the inner side of the support steel frame 16, for example. Further, two deformation absorbing portions 3 may be provided so that the protruding directions of the respective deformation absorbing portions 3 are opposite. In other words, the intersecting pipes 5 and 6 of one of the two deformation absorbing portions 3 may protrude in one direction substantially orthogonal to the pipe 2, and the other deformation of the two deformation absorbing portions 3 may be absorbed. The intersecting pipes 5 and 6 of the portion 3 protrude in a direction different from the direction in which the pipe 2 is substantially orthogonal. [Fifth Embodiment] Hereinafter, a piping structure 1 according to a fifth embodiment of the present invention will be described in detail with reference to the drawings. In the piping structure 1 of the boiler system 10 of the present embodiment, the gap C between the support steel frame 16 and the pipe 2 is set to be about 1.0 to 1.5 times the deformation amount D2 of the pipe 2 estimated based on the seismic response analysis or the like. As shown in Fig. 10, the deformation of the pipe 2 is estimated by a seismic response analysis or the like as indicated by a broken line. The pipe fixing fixture 24 of the present embodiment is formed so that the gap C between the pipe 2 and the supporting steel frame 16 (column 18) is about 1.0 to 1.5 times the deformation amount D2 of the pipe 2 estimated by seismic response analysis or the like. According to the above embodiment, the deformation of the pipe 2 in the horizontal direction due to the earthquake can be allowed, and when the pipe 2 is deformed to the maximum in the X direction of Fig. 10, the contact between the pipe 2 and the support steel frame 16 can be surely avoided. [Sixth embodiment] Hereinafter, a pipe structure 1 according to a sixth embodiment of the present invention will be described in detail with reference to the drawings. In the present embodiment, the differences from the fifth embodiment will be mainly described, and the description of the same portions will be omitted. As shown in Fig. 11, the boiler system 10 of the present embodiment is provided with a buffer device 28 on a column 18 supporting the steel frame 16. The cushioning device 28 is formed, for example, by a square-shaped rubber or the like. The buffer device 28 is provided at a corresponding portion of the largest deformation portion M of the pipe 2 determined by seismic response analysis or the like. According to the above embodiment, even when an accidental earthquake occurs and the pipe 2 comes into contact with the support steel frame 16, the damage of the pipe 2 can be prevented. Further, by using the high-attenuation rubber having the damping mechanism as the buffering means 28, the energy at the time of contact can be more absorbed. Further, the shock absorber 28 may be provided on the side of the pipe 2 (the largest deformation portion M of the pipe 2). Further, as shown in the first example of Fig. 12, a viscous attenuating mechanism such as a hydraulic damper 29 may be provided in parallel as the damper device 28. Also shown in Fig. 12 is a cushioning device 28 formed of rubber or the like. However, if there is a margin in the gap C between the pipe 2 and the supporting steel frame 16, the cushioning device 28 may be omitted. Further, as shown in the second example of FIG. 13, a hysteresis damping mechanism such as a steel damper 30 (such as a honeycomb damper) may be provided as the damper device 28. At this time, it is preferable to provide the load transmitting member 31 that transmits the load to the steel damper 30 on the side of the pipe 2 . The details of the embodiments of the present invention have been described above, but various modifications can be added without departing from the spirit of the invention. For example, in the above embodiment, the pipe 2 extending between the boiler and the turbine is provided with the deformation absorbing portion 3, but the invention is not limited thereto. In other words, the piping structure of the present invention may be a pipe that connects a first device supported by a support structure having an anti-vibration device and a second device that is not supported by the anti-vibration device. [Industrial Applicability] According to the present invention, even when the relative position between the first device and the second device largely fluctuates due to an earthquake, the deformation of the pipe structure can be absorbed by the deformation absorbing portion.

1‧‧‧配管構造1‧‧‧Pipe construction

2‧‧‧配管2‧‧‧Pipe

2a‧‧‧第一配管2a‧‧‧First piping

2b‧‧‧第二配管2b‧‧‧Second piping

3、3C、3D‧‧‧變形吸收部3, 3C, 3D‧‧‧ deformation absorption department

5‧‧‧第一交叉配管5‧‧‧First cross piping

6‧‧‧第二交叉配管6‧‧‧Second cross piping

7‧‧‧連接配管7‧‧‧Connecting piping

8‧‧‧肘管8‧‧‧ elbow

10‧‧‧鍋爐系統10‧‧‧Boiler system

11‧‧‧鍋爐(第一設備)11‧‧‧Boiler (first equipment)

12‧‧‧渦輪機(第二設備)12‧‧‧ Turbine (second equipment)

13‧‧‧鍋爐本體13‧‧‧Boiler body

14‧‧‧鍋爐支持構造體14‧‧‧Boiler Support Structure

15‧‧‧地基15‧‧‧ Foundation

16‧‧‧支持鋼架16‧‧‧Support steel frame

17‧‧‧防震裝置17‧‧‧Anti-shock device

18‧‧‧柱18‧‧‧ column

18a‧‧‧柱腳18a‧‧‧ column foot

19‧‧‧樑19‧‧ ‧ beams

20‧‧‧垂直支柱20‧‧‧ vertical pillar

22‧‧‧懸掛棒22‧‧‧ hanging stick

23‧‧‧支架23‧‧‧ bracket

24‧‧‧配管固定具24‧‧‧Pipe fittings

25‧‧‧水平配管25‧‧‧Horizontal piping

26‧‧‧上下配管26‧‧‧Up and down piping

28‧‧‧緩衝裝置28‧‧‧buffering device

29‧‧‧液壓阻尼器29‧‧‧Hydraulic damper

30‧‧‧鋼材系阻尼器30‧‧‧Steel dampers

31‧‧‧荷重傳遞構件31‧‧‧Load transfer member

C‧‧‧間隙C‧‧‧ gap

D‧‧‧移位量D‧‧‧ shift amount

L1、L2‧‧‧長度L1, L2‧‧‧ length

M‧‧‧最大變形部M‧‧‧Maximum deformation department

X‧‧‧方向X‧‧‧ direction

Y‧‧‧方向Y‧‧‧ direction

Z‧‧‧方向Z‧‧‧ direction

圖1係本發明之第一實施形態之鍋爐系統之概略構成圖。 圖2係本發明之第一實施形態之鍋爐之立體圖。 圖3係本發明之第一實施形態之配管構造之立體圖。 圖4係說明本發明之第一實施形態之配管構造之作用之側視圖,係顯示支持鋼架於X方向移動之狀態之圖。 圖5係說明本發明之第一實施形態之配管構造之作用之側視圖,係顯示支持鋼架於Y方向移動之狀態之圖。 圖6係本發明之第二實施形態之鍋爐之立體圖。 圖7係說明本發明之第二實施形態之配管構造之作用之俯視圖,係顯示支持鋼架於X方向移動之狀態之圖。 圖8係本發明之第三實施形態之配管構造之前視圖。 圖9係本發明之第四實施形態之配管構造之前視圖。 圖10係本發明之第五實施形態之配管構造之概略側視圖。 圖11係本發明之第六實施形態之配管構造之概略側視圖。 圖12係本發明之第六實施形態之第一變形例之配管構造之概略側視圖。 圖13係本發明之第六實施形態之第二變形例之配管構造之概略側視圖。Fig. 1 is a schematic configuration diagram of a boiler system according to a first embodiment of the present invention. Fig. 2 is a perspective view of a boiler according to a first embodiment of the present invention. Fig. 3 is a perspective view showing a piping structure according to a first embodiment of the present invention. Fig. 4 is a side view showing the action of the piping structure according to the first embodiment of the present invention, showing a state in which the support steel frame is moved in the X direction. Fig. 5 is a side view showing the action of the piping structure according to the first embodiment of the present invention, showing a state in which the support steel frame is moved in the Y direction. Figure 6 is a perspective view of a boiler according to a second embodiment of the present invention. Fig. 7 is a plan view showing the action of the piping structure according to the second embodiment of the present invention, showing a state in which the support steel frame is moved in the X direction. Fig. 8 is a front view showing a piping structure according to a third embodiment of the present invention. Fig. 9 is a front view showing a piping structure according to a fourth embodiment of the present invention. Fig. 10 is a schematic side view showing a piping structure according to a fifth embodiment of the present invention. Fig. 11 is a schematic side view showing a piping structure according to a sixth embodiment of the present invention. Fig. 12 is a schematic side view showing a piping structure according to a first modification of the sixth embodiment of the present invention. Fig. 13 is a schematic side view showing a piping structure according to a second modification of the sixth embodiment of the present invention.

Claims (6)

一種配管構造,其係包含配管者,該配管係固定於支持構造體且將第一設備與未由防震裝置支持之第二設備連接者,該支持構造體包含支持上述第一設備之支持鋼架及支持上述支持鋼架之上述防震裝置;且該配管構造係進一步包含:變形吸收部,其設置於上述配管,吸收於上述配管產生之變形;上述配管包含:上述第一設備側之第一配管、及上述第二設備側之第二配管;上述變形吸收部包含:第一交叉配管,其自上述第一配管之端部向與上述第一配管交叉之方向延伸;第二交叉配管,其自上述第二配管之端部向與上述第二配管交叉之方向延伸;及連接配管,其連接上述第一交叉配管之端部與上述第二交叉配管之端部;上述配管與上述第一交叉配管、上述第一交叉配管與上述連接配管、上述連接配管與上述第二交叉配管、及上述第二交叉配管與上述配管係經由肘管連接,上述肘管之至少一者較上述第一交叉配管、上述第二交叉配管、及上述連接配管壁薄。 A piping structure including a piping fixed to a supporting structure and connecting a first device to a second device not supported by the anti-vibration device, the supporting structure including a supporting steel frame supporting the first device And the above-described anti-vibration device supporting the steel frame; the pipe structure further comprising: a deformation absorbing portion provided in the pipe to absorb deformation generated by the pipe; the pipe comprising: the first pipe on the first device side And the second pipe on the second device side; the deformation absorbing portion includes: a first intersecting pipe extending from an end portion of the first pipe to a direction intersecting the first pipe; and a second intersecting pipe An end of the second pipe extends in a direction intersecting the second pipe, and a connecting pipe that connects an end of the first intersecting pipe and an end of the second intersecting pipe; the pipe and the first cross pipe The first intersecting pipe and the connecting pipe, the connecting pipe, the second intersecting pipe, and the second intersecting pipe; Are connected via piping elbow, the elbow of the above-mentioned at least one of the first cross pipe than the second cross pipe and the connection with a thin wall. 如請求項1之配管構造,其中上述第一配管與上述第一交叉配管所成 之角、上述第一交叉配管與上述連接配管所成之角、上述連接配管與上述第二交叉配管所成之角、及上述第二交叉配管與上述第二配管所成之角,分別為直角。 The piping structure of claim 1, wherein the first pipe and the first cross pipe are formed a corner formed by the first intersecting pipe and the connecting pipe, an angle formed by the connecting pipe and the second intersecting pipe, and an angle formed by the second intersecting pipe and the second pipe are respectively right angles . 如請求項1之配管構造,其中上述第一配管與上述第一交叉配管所成之角、及上述第二交叉配管與上述第二配管所成之角為鈍角,上述連接配管於沿著上述第一配管及上述第二配管之方向延伸。 The piping structure of claim 1, wherein an angle formed by the first pipe and the first intersecting pipe, and an angle formed by the second intersecting pipe and the second pipe are obtuse angles, and the connecting pipe is along the above-mentioned A pipe and the second pipe extend in the direction of the second pipe. 一種鍋爐系統,其包含:支持鋼架,其支持第一設備;支持構造體,其包含支持上述支持鋼架之防震裝置;第二設備,其未由上述防震裝置支持;及請求項1至3中任一項之配管構造,其包含配管,上述配管包含於上下方向延伸之上下配管、及於水平方向延伸之水平配管;且上述變形吸收部設於上述上下配管與上述水平配管之連接部附近。 A boiler system comprising: a support steel frame supporting a first device; a support structure including an anti-vibration device supporting the support steel frame; a second device not supported by the anti-vibration device; and claims 1 to 3 The piping structure according to any one of the present invention includes a pipe, the pipe includes an upper pipe extending in a vertical direction, and a horizontal pipe extending in a horizontal direction; and the deformation absorbing portion is provided in a vicinity of a connection portion between the upper pipe and the horizontal pipe . 如請求項4之鍋爐系統,其中上述支持鋼架與上述配管之間之間隙,設定為基於解析算出之上述配管之變形量之1.0-1.5倍。 The boiler system according to claim 4, wherein a gap between the support steel frame and the pipe is set to be 1.0 to 1.5 times the deformation amount of the pipe calculated based on the analysis. 如請求項5之鍋爐系統,其中於基於解析而決定之上述配管之最大變形部、與上述支持鋼架之上述最大變形部之對應部位之至少一者,設置緩衝裝置。 The boiler system according to claim 5, wherein a buffer device is provided at least one of a maximum deformation portion of the pipe determined by the analysis and a corresponding portion of the maximum deformation portion of the support steel frame.
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