WO2010081272A1 - Link assembly between vertical rigid girder and horizontal rigid girder in boiler - Google Patents

Link assembly between vertical rigid girder and horizontal rigid girder in boiler Download PDF

Info

Publication number
WO2010081272A1
WO2010081272A1 PCT/CN2009/001050 CN2009001050W WO2010081272A1 WO 2010081272 A1 WO2010081272 A1 WO 2010081272A1 CN 2009001050 W CN2009001050 W CN 2009001050W WO 2010081272 A1 WO2010081272 A1 WO 2010081272A1
Authority
WO
WIPO (PCT)
Prior art keywords
rigid beam
horizontal
vertical
rigid girder
boiler
Prior art date
Application number
PCT/CN2009/001050
Other languages
French (fr)
Chinese (zh)
Original Assignee
上海锅炉厂有限公司
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 上海锅炉厂有限公司 filed Critical 上海锅炉厂有限公司
Publication of WO2010081272A1 publication Critical patent/WO2010081272A1/en
Priority to ZA2011/00733A priority Critical patent/ZA201100733B/en

Links

Classifications

    • 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
    • F22B37/20Supporting arrangements, e.g. for securing water-tube sets
    • F22B37/208Backstay arrangements
    • 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
    • F22B37/24Supporting, suspending, or setting arrangements, e.g. heat shielding

Definitions

  • the utility model relates to a connection structure of a vertical rigid beam and a horizontal rigid beam in a boiler, and belongs to the technical field of boiler steel structure. Background technique
  • An existing steam boiler includes a furnace body having a cylinder wall, at least one vertical rigid beam, and at least two horizontal rigid beams.
  • the vertical rigid beam and the horizontal rigid beam are criss-crossed to form a mesh-form rigid beam, which serves to strengthen and protect the boiler water wall.
  • the vertical rigid beam is located between the horizontal rigid beams of the upper and lower layers, and is connected to the horizontal rigid beams of the upper and lower layers by the connecting attachments at the ends thereof.
  • the existing joining method is: at one end of the vertical rigid beam, one groove is welded to the web of the vertical rigid beam and the rib on the horizontal rigid beam; at the other end of the vertical rigid beam, a groove is still used.
  • the purpose of the utility model is to provide a connection structure between a vertical rigid beam and a horizontal rigid beam in a boiler, which is convenient for manufacture and installation, and is favorable for conduction of boiler pressure.
  • the technical proposal of the present invention provides a connection structure between a vertical rigid beam and a horizontal rigid beam in a boiler, including a vertical rigid beam, a first horizontal rigid beam and a second horizontal rigid beam, and the vertical rigid beam is disposed on Between the first horizontal rigid beam and the second horizontal rigid beam, the first horizontal rigid beam is fixed with a first angle steel, a first T-shaped steel and a second T-shaped steel, and one end of the vertical rigid beam is set at the first Between the angle steel, the first ⁇ steel and the second T steel, the other end is fixed to the second horizontal rigid beam by the second angle steel.
  • the utility model simplifies the connection form of the existing vertical rigid beam and the horizontal rigid beam in combination with engineering practice.
  • both ends of the vertical rigid beam are properly cut to extend the end of the vertical rigid beam into the horizontal Among the rigid beams.
  • the vertical rigid beam and the horizontal rigid beam are welded by two angle steels; at the other end of the vertical rigid beam, the two angle steels and the two angled steels are connected to the horizontal rigid beam and are limited.
  • the bit block encloses the end of the vertical rigid beam with a gap between the vertical rigid beam and the stop block to allow expansion of the boiler.
  • the boiler pressure is transmitted more directly from the vertical rigid beam to the horizontal rigid beam.
  • Figure 1 is a schematic view showing the connection structure of a vertical rigid beam and a horizontal rigid beam
  • FIG. 2 is a schematic cross-sectional view of the A-A section of the vertical rigid beam and the horizontal rigid beam;
  • Figure 3 is a schematic view of the B-B section of the vertical rigid beam and the horizontal rigid beam. detailed description
  • Fig. 1 it is a connection structure between a vertical rigid beam and a horizontal rigid beam in a boiler, comprising a vertical rigid beam 1, a first horizontal rigid beam 2, a second horizontal rigid beam 3, a first angle steel 4, a first T
  • the steel section 5 and the second T-shaped steel 6 and the second angle steel 7 are formed, and the end of the vertical rigid beam 1 is cut at the workshop according to the size of the first horizontal rigid beam 2 and the second horizontal rigid beam 3.
  • the first T-shaped steel 5 and the second T-shaped steel 6 are spliced to the first horizontal rigid beam 2 according to the position of the vertical rigid beam 1.
  • one end of the vertical rigid beam 1 is inserted into the first horizontal rigid beam 2 at the position of the first T-shaped steel 5 and the second T-shaped steel 6, and then the first angle steel 4 is used to vertically rigid the beam 1
  • One end is limited to the first horizontal rigid beam 2, and the resulting structure is as shown in FIG. 2, and the other end of the vertical rigid beam 1 is connected to the second horizontal rigid beam 3 of the other layer through the second angle steel 7 to obtain the structure.
  • Figure 3 Note that there is sufficient clearance between the vertical rigid beam 1 and the first horizontal rigid beam 2 to accommodate the expansion of the boiler.

Landscapes

  • Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Thermal Sciences (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

A link assembly between a vertical rigid girder and a horizontal rigid girder in a boiler includes a vertical rigid girder (1), a first horizontal rigid girder and a second horizontal rigid girder (2,3), wherein the vertical rigid girder (1) is positioned between the first (2) and the second horizontal rigid girder (3). A first angle steel (4), a first T-steel (5) and a second T-steel (6) are fixed on the first horizontal rigid girder (2), one end of the vertical rigid girder (1) is fixed among the first angle steel (4), the first T-steel (5) and the second T-steel (6), and the other end is fixed on the second horizontal rigid girder (3) by a second angle steel (7).

Description

锅炉中垂直刚性梁与水平刚性梁的连接结构 技术领域  Connection structure of vertical rigid beam and horizontal rigid beam in boiler
本实用新型涉及一种锅炉中垂直刚性梁与水平刚性梁的连接结构,属于锅炉 钢结构技术领域。 背景技术  The utility model relates to a connection structure of a vertical rigid beam and a horizontal rigid beam in a boiler, and belongs to the technical field of boiler steel structure. Background technique
现有的蒸汽锅炉包括一个炉体, 该炉体具有一个筒壁、至少一个垂直刚性梁 和至少二个水平刚性梁。 垂直刚性梁和水平刚性梁纵横交错构成网格式刚性梁, 起到加强和保护锅炉水冷壁的作用。 垂直刚性梁位于上下两层的水平刚性梁之 间, 并通过其端部的连接附件分别与上下两层的水平刚性梁相连。现有的连接方 法是: 在垂直刚性梁的一端,用一根槽钢分别与垂直刚性梁的腹板和水平刚性梁 上的筋板焊接; 在垂直刚性梁的另一端, 仍然用一根槽钢与垂直刚性梁的腹板焊 接, 但槽钢与水平刚性梁上的筋板则不焊接, 而是通过一块 u形的钢板将槽钢夹 持在水平刚性梁的筋板上。 u形板和槽钢之间留有一定的间隙以满足锅炉膨胀的 要求。这种连接方式的缺点是必须严格对齐两层水平刚性梁之间的筋板,制造和 安装不方便, 不利于锅炉压力传递。 发明内容  An existing steam boiler includes a furnace body having a cylinder wall, at least one vertical rigid beam, and at least two horizontal rigid beams. The vertical rigid beam and the horizontal rigid beam are criss-crossed to form a mesh-form rigid beam, which serves to strengthen and protect the boiler water wall. The vertical rigid beam is located between the horizontal rigid beams of the upper and lower layers, and is connected to the horizontal rigid beams of the upper and lower layers by the connecting attachments at the ends thereof. The existing joining method is: at one end of the vertical rigid beam, one groove is welded to the web of the vertical rigid beam and the rib on the horizontal rigid beam; at the other end of the vertical rigid beam, a groove is still used. The steel is welded to the web of the vertical rigid beam, but the ribs on the channel and the horizontal rigid beam are not welded, but the channel is clamped to the ribs of the horizontal rigid beam by a u-shaped steel plate. There is a certain gap between the u-shaped plate and the channel steel to meet the boiler expansion requirements. The disadvantage of this type of connection is that the ribs between the two horizontal rigid beams must be strictly aligned, which is inconvenient to manufacture and install, and is not conducive to boiler pressure transmission. Summary of the invention
本实用新型的目的是提供一种锅炉中垂直刚性梁与水平刚性梁的连接结 构, 其便于制造和安装, 利于锅炉压力的传导。  The purpose of the utility model is to provide a connection structure between a vertical rigid beam and a horizontal rigid beam in a boiler, which is convenient for manufacture and installation, and is favorable for conduction of boiler pressure.
为了达到上述目的, 本实用新型的技术方案是提供一种锅炉中垂直刚性梁 与水平刚性梁的连接结构,包括垂直刚性梁、第一水平刚性梁和第二水平刚性梁, 垂直刚性梁设于第一水平刚性梁和第二水平刚性梁之间,其特征在于, 第一水平 刚性梁上固定有第一角钢、第一 T形钢和第二 T形钢, 垂直刚性梁的一端设于第 一角钢、第一 τ形钢和第二 T形钢之间, 另一端通过第二角钢固定在第二水平刚 性梁上。  In order to achieve the above object, the technical proposal of the present invention provides a connection structure between a vertical rigid beam and a horizontal rigid beam in a boiler, including a vertical rigid beam, a first horizontal rigid beam and a second horizontal rigid beam, and the vertical rigid beam is disposed on Between the first horizontal rigid beam and the second horizontal rigid beam, the first horizontal rigid beam is fixed with a first angle steel, a first T-shaped steel and a second T-shaped steel, and one end of the vertical rigid beam is set at the first Between the angle steel, the first τ steel and the second T steel, the other end is fixed to the second horizontal rigid beam by the second angle steel.
本实用新型结合工程实践简化了现有的垂直刚性梁与水平刚性梁的连接形 式。首先垂直刚性梁的两端都进行适当切割以便将垂直刚性梁的端部伸入到水平 刚性梁之中。然后在垂直刚性梁的一端,用两根角钢将垂直刚性梁与水平刚性梁 焊接起来; 在垂直刚性梁的另一端,两根角钢与两根 τ形钢悍接在水平刚性梁上 并作为限位块将垂直刚性梁的端部围住,垂直刚性梁与这些限位块之间留有一定 的间隙以允许锅炉的膨胀。 The utility model simplifies the connection form of the existing vertical rigid beam and the horizontal rigid beam in combination with engineering practice. First, both ends of the vertical rigid beam are properly cut to extend the end of the vertical rigid beam into the horizontal Among the rigid beams. Then, at one end of the vertical rigid beam, the vertical rigid beam and the horizontal rigid beam are welded by two angle steels; at the other end of the vertical rigid beam, the two angle steels and the two angled steels are connected to the horizontal rigid beam and are limited. The bit block encloses the end of the vertical rigid beam with a gap between the vertical rigid beam and the stop block to allow expansion of the boiler.
本实用新型具有以下优点:  The utility model has the following advantages:
1. 不需要严格对齐两层水平刚性梁之间的筋板, 方便制造和安装;  1. It is not necessary to strictly align the ribs between the two horizontal rigid beams for easy manufacture and installation;
2. 锅炉压力由垂直刚性梁到水平刚性梁之间的传递更直接。  2. The boiler pressure is transmitted more directly from the vertical rigid beam to the horizontal rigid beam.
附图说明 DRAWINGS
图 1为垂直刚性梁与水平刚性梁的连接结构示意图;  Figure 1 is a schematic view showing the connection structure of a vertical rigid beam and a horizontal rigid beam;
图 2为垂直刚性梁与水平刚性梁的 A-A截面示意图;  2 is a schematic cross-sectional view of the A-A section of the vertical rigid beam and the horizontal rigid beam;
图 3为垂直刚性梁与水平刚性梁的 B-B截面示意图。 具体实施方式  Figure 3 is a schematic view of the B-B section of the vertical rigid beam and the horizontal rigid beam. detailed description
下面结合实施例对本实用新型做进一步说明。  The present invention will be further described below in conjunction with the embodiments.
实施例 Example
如图 1所示, 为一种锅炉中垂直刚性梁与水平刚性梁的连接结构, 由垂直 刚性梁 1、 第一水平刚性梁 2、 第二水平刚性梁 3、 第一角钢 4、 第一 T形钢 5 和第二 T形钢 6和第二角钢 7组成, 垂直刚性梁 1端部根据第一水平刚性梁 2 和第二水平刚性梁 3的大小在车间进行切割。第一 T形钢 5和第二 T形钢 6根据 垂直刚性梁 1的位置车间悍接在第一水平刚性梁 2上。工地安装时, 将垂直刚性 梁 1的一端插入到第一水平刚性梁 2上第一 T形钢 5和第二 T形钢 6的位置处, 然后用第一角钢 4将垂直刚性梁 1的这一端限位在第一水平刚性梁 2上,所得结 构如图 2所示,并将垂直刚性梁 1的另一端通过第二角钢 7与另一层的第二水平 刚性梁 3悍接, 所得结构如图 3所示。注意安装时需要为垂直刚性梁 1和第一水 平刚性梁 2之间留有足够的间隙以满足锅炉的膨胀。  As shown in Fig. 1, it is a connection structure between a vertical rigid beam and a horizontal rigid beam in a boiler, comprising a vertical rigid beam 1, a first horizontal rigid beam 2, a second horizontal rigid beam 3, a first angle steel 4, a first T The steel section 5 and the second T-shaped steel 6 and the second angle steel 7 are formed, and the end of the vertical rigid beam 1 is cut at the workshop according to the size of the first horizontal rigid beam 2 and the second horizontal rigid beam 3. The first T-shaped steel 5 and the second T-shaped steel 6 are spliced to the first horizontal rigid beam 2 according to the position of the vertical rigid beam 1. When the construction site is installed, one end of the vertical rigid beam 1 is inserted into the first horizontal rigid beam 2 at the position of the first T-shaped steel 5 and the second T-shaped steel 6, and then the first angle steel 4 is used to vertically rigid the beam 1 One end is limited to the first horizontal rigid beam 2, and the resulting structure is as shown in FIG. 2, and the other end of the vertical rigid beam 1 is connected to the second horizontal rigid beam 3 of the other layer through the second angle steel 7 to obtain the structure. As shown in Figure 3. Note that there is sufficient clearance between the vertical rigid beam 1 and the first horizontal rigid beam 2 to accommodate the expansion of the boiler.

Claims

权利要求- Rights request-
1. 一种锅炉中垂直刚性梁与水平刚性梁的连接结构, 包括垂直刚性梁 (1)、 第 一水平刚性梁 (2) 和第二水平刚性梁 (3), 垂直刚性梁 (1) 设于第一水平 刚性梁(2)和第二水平刚性梁(3)之间, 其特征在于, 第一水平刚性梁(2) 上固定有第一角钢(4)、第一 T形钢(5)和第二 T形钢(6), 垂直刚性梁(1) 的一端设于第一角钢 (4)、 第一 T形钢 (5) 和第二 T形钢 (6) 之间, 另一 端通过第二角钢 (7) 固定在第二水平刚性梁 (3) 上。 1. A connection structure between a vertical rigid beam and a horizontal rigid beam in a boiler, comprising a vertical rigid beam (1), a first horizontal rigid beam (2) and a second horizontal rigid beam (3), and a vertical rigid beam (1) Between the first horizontal rigid beam (2) and the second horizontal rigid beam (3), characterized in that the first horizontal rigid beam (2) is fixed with a first angle steel (4) and a first T-shaped steel (5) And the second T-shaped steel (6), one end of the vertical rigid beam (1) is disposed between the first angle steel (4), the first T-shaped steel (5) and the second T-shaped steel (6), the other end It is fixed to the second horizontal rigid beam (3) by the second angle steel (7).
PCT/CN2009/001050 2008-12-30 2009-09-21 Link assembly between vertical rigid girder and horizontal rigid girder in boiler WO2010081272A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
ZA2011/00733A ZA201100733B (en) 2008-12-30 2011-01-28 A connection of vertical and horizontal buckstays in boiler

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN200820208589.4 2008-12-30
CN200820208589U CN201387000Y (en) 2008-12-30 2008-12-30 Connecting structure of vertical rigid beam and horizontal rigid beams in boiler

Publications (1)

Publication Number Publication Date
WO2010081272A1 true WO2010081272A1 (en) 2010-07-22

Family

ID=41579534

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2009/001050 WO2010081272A1 (en) 2008-12-30 2009-09-21 Link assembly between vertical rigid girder and horizontal rigid girder in boiler

Country Status (4)

Country Link
CN (1) CN201387000Y (en)
TR (1) TR201100808T1 (en)
WO (1) WO2010081272A1 (en)
ZA (1) ZA201100733B (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106287645A (en) * 2016-08-30 2017-01-04 中国能源建设集团安徽电力建设第工程有限公司 Tower-type furnace buckstay integral installation method
CN109140418A (en) * 2018-08-09 2019-01-04 哈尔滨锅炉厂有限责任公司 A kind of slideable right-angled intersection girder connection
RU2729564C1 (en) * 2019-11-29 2020-08-07 Открытое акционерное общество "Таганрогский котлостроительный завод "Красный котельщик" (ОАО ТКЗ "Красный котельщик") Boiler membrane wall

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11270519A (en) * 1998-03-23 1999-10-05 Ishikawajima Harima Heavy Ind Co Ltd Header supporting device for boiler
CN2653314Y (en) * 2003-08-30 2004-11-03 瓦房店市永宁机械厂 T-shape beam structure for cross beam type chain fire grate
JP2007127371A (en) * 2005-11-07 2007-05-24 Babcock Hitachi Kk Horizontal backstay structure of furnace wall surface or cage wall surface of boiler
US20080028722A1 (en) * 2006-02-06 2008-02-07 Hitachi Plant Technologies, Ltd. Method of Building a Boiler Frame

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11270519A (en) * 1998-03-23 1999-10-05 Ishikawajima Harima Heavy Ind Co Ltd Header supporting device for boiler
CN2653314Y (en) * 2003-08-30 2004-11-03 瓦房店市永宁机械厂 T-shape beam structure for cross beam type chain fire grate
JP2007127371A (en) * 2005-11-07 2007-05-24 Babcock Hitachi Kk Horizontal backstay structure of furnace wall surface or cage wall surface of boiler
US20080028722A1 (en) * 2006-02-06 2008-02-07 Hitachi Plant Technologies, Ltd. Method of Building a Boiler Frame

Also Published As

Publication number Publication date
CN201387000Y (en) 2010-01-20
TR201100808T1 (en) 2011-07-21
ZA201100733B (en) 2011-10-26

Similar Documents

Publication Publication Date Title
CN204551758U (en) For the sticking board type mental node that girder steel, bracing members are connected with Flat steel pipe concrete column
CN103161224A (en) Rectangular concrete filled steel tubular column - steel beam connection node and construction methods thereof
CN204608999U (en) A kind of abutment node be connected with Flat steel pipe concrete column for girder steel
WO2010081272A1 (en) Link assembly between vertical rigid girder and horizontal rigid girder in boiler
CN204609003U (en) A kind of box node be connected with Flat steel pipe concrete column for girder steel
CN105839795A (en) Double-dovetail assembly building anti-shock connection structure
CN108797799B (en) Side plate connection type steel pipe concrete prefabricated column connection node and construction method
CN209670196U (en) Assembled connection for concrete-filled square steel construction
CN104790537A (en) Rigid connection joint for spatial oblique insertion of H-shaped steel structure component and round steel pipe column
CN101788422A (en) Main oil cylinder support bracket and pressing device for cast-iron pipe hydrostatic testing machine
CN102677676A (en) Groove-pipe combined exhaust technology for joint grouting for normal concrete arch dam
CN104863269A (en) Primary and secondary beam rigid connection joint for wave web steel structure
CN209839352U (en) Horizontal mounting bracket for heavy pipeline of steel structure building
CN101847172A (en) Engineering calculation method of flexible thin tube sheet
WO2010081274A1 (en) Connecting means for vertical rigid girder
CN207702440U (en) A kind of load transfer device for helical water-cooled wall area boiler buckstay
CN208440996U (en) A kind of novel inlet pipe
CN110565802A (en) steel tube bundle combined shear wall and steel beam connecting node
CN206784431U (en) Telescopic joint for underground pipe gallery
CN109235671A (en) A kind of construction method of steel construction assembled architecture thermal insulation external wall panel
CN210529966U (en) Super-huge steel structure connecting device
CN205776803U (en) A kind of double dovetail assembled architecture antidetonation attachment structure
CN210032327U (en) Cantilever steel beam and concrete column joint structure
CN111206690A (en) Rigid connection node for separating end plate type concrete filled steel tube beam wall beam with different thicknesses
CN110185233A (en) A kind of insulation construction and its construction method of rectangular air duct

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 09838059

Country of ref document: EP

Kind code of ref document: A1

WWE Wipo information: entry into national phase

Ref document number: 8803/DELNP/2010

Country of ref document: IN

WWE Wipo information: entry into national phase

Ref document number: 2011/00808

Country of ref document: TR

WWE Wipo information: entry into national phase

Ref document number: 2011000201

Country of ref document: CL

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 09838059

Country of ref document: EP

Kind code of ref document: A1