CN106609561A - A spherical net shell block stacked assembly method - Google Patents

A spherical net shell block stacked assembly method Download PDF

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Publication number
CN106609561A
CN106609561A CN201510690794.3A CN201510690794A CN106609561A CN 106609561 A CN106609561 A CN 106609561A CN 201510690794 A CN201510690794 A CN 201510690794A CN 106609561 A CN106609561 A CN 106609561A
Authority
CN
China
Prior art keywords
moulding bed
step
piecemeal
spherical reticulated
reticulated shells
Prior art date
Application number
CN201510690794.3A
Other languages
Chinese (zh)
Inventor
吴立辉
马强
马顺忠
甘国军
万家福
徐其君
朱田强
孙夏峰
谈超
Original Assignee
江苏沪宁钢机股份有限公司
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 江苏沪宁钢机股份有限公司 filed Critical 江苏沪宁钢机股份有限公司
Priority to CN201510690794.3A priority Critical patent/CN106609561A/en
Publication of CN106609561A publication Critical patent/CN106609561A/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/32Arched structures; Vaulted structures; Folded structures
    • E04B1/3211Structures with a vertical rotation axis or the like, e.g. semi-spherical structures
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14Conveying or assembling building elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/32Arched structures; Vaulted structures; Folded structures
    • E04B2001/3235Arched structures; Vaulted structures; Folded structures having a grid frame
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/32Arched structures; Vaulted structures; Folded structures
    • E04B2001/3235Arched structures; Vaulted structures; Folded structures having a grid frame
    • E04B2001/3241Frame connection details

Abstract

The invention provides a spherical net shell block stacked assembly method and overturns the conventional construction method of on-site bulk assembly. The construction method of assembling a plurality of net shell blocks in a stacked manner on the same jig frame greatly reduces the place and the quantity of assembly tools of on-site work and greatly increases the working efficiency. The method facilitates construction management, reduces the construction cost, is energy-saving and environment-friendly and can guarantee engineering quality and construction safety.

Description

A kind of stacked assembling method of spherical reticulated shells piecemeal

Technical field

The invention belongs to building field, and in particular to a kind of stacked assembling method of spherical reticulated shells piecemeal.

Background technology

At present, while the fast development of building trade, the factor such as time, cost, safety and environmental protection is increasingly subject to people's attention.In the installation process of spherical reticulated shells building structure, traditional method is in bulk for scene, transport is hung to live loose mail crane and rises to high-altitude para-position and be assembled into overall structure, need when mounted to build a large amount of assembling supports, scaffold consumption is big, work high above the ground is more, and the duration is longer, and wayward absolute altitude.

The content of the invention

In order to overcome the shortcoming and deficiency of prior art presence, the invention provides a kind of stacked assembling method of spherical reticulated shells piecemeal.

The present invention is comprised the following steps:

Step 1:According to spherical reticulated shells curvature identical characteristic, spherical reticulated shells are divided into into the piecemeal of same or like size;

Step 2:Moulding bed is installed on platform;

Step 3:Spherical reticulated shells piecemeal member erection is positioned to moulding bed, is welded and fixed after positioning;

Step 4:Repeat step 3, using the stacked assembled multiple piecemeals of moulding bed.

Step 2 is specially:Determine position of the vertical vertical rod of moulding bed on platform, the moulding bed template of piecemeal is set in the vertical vertical rod of moulding bed.

Moulding bed described in step 2 includes the vertical vertical rod being connected with platform, and multiple moulding bed templates are arranged in vertical vertical rod, and is fixed with platform with diagonal brace.

Rod member horizontal level positioning falls method using line in step 3, and height and position positioning adopts total powerstation.

The present invention has overturned the construction method that the scene of routine dissipates spelling, and stacked assembled multiple reticulated shell block construction methods on same moulding bed greatly reduce field operation place and assembled frock amount, and work efficiency is greatly improved.Simultaneously the method is easy to construction management, reduces construction cost, also has the advantages that energy-conserving and environment-protective, guarantees construction quality and construction safety.

Description of the drawings

Fig. 1 is the schematic diagram that assembly is carried out using invention.

Fig. 2 is the structural representation of moulding bed.

Wherein, 1 is platform, and 2 is moulding bed, and 3 is piecemeal, and 2-1 is vertical vertical rod, and 2-2 is moulding bed template, and 2-3 is diagonal brace.

Specific embodiment

(Embodiment 1

The present invention relates to a kind of stacked assembling method of spherical reticulated shells piecemeal, comprises the following steps:

Step 1:According to ball-type reticulated shell curvature identical characteristic, with reference to on-site hoisting mechanical performance and operating mode, spherical shell is divided into into the piecemeal 3 of same or like size, the weight of piecemeal 3 need to meet the requirement of on-site hoisting machinery.

Step 2:Moulding bed 2 is installed on the platform 1.Specially determine positions of the vertical vertical rod 2-1 of moulding bed 2 on platform, moulding bed template 2-2 of piecemeal 3 is set on the vertical vertical rod 2-1 of moulding bed.

As shown in Fig. 2 moulding bed 2 includes the vertical vertical rod 2-1 being connected with platform 1, multiple moulding bed templates 2-2 are set on vertical vertical rod 2-1, and are fixed with platform 1 with diagonal brace 2-3.

Step 3:The member erection of spherical reticulated shells piecemeal 3 is positioned to moulding bed 2, rod member horizontal level positioning falls method using line, height and position positioning adopts total powerstation.It is welded and fixed after positioning.

Step 4:Repeat step 3, using the stacked assembled multiple piecemeals 3 of moulding bed 2.

The present embodiment is only illustrative of the invention and is not intended to limit the scope of the invention, and after the present invention has been read, modification of the those skilled in the art to the various equivalent form of values of the present invention falls within the application claims limited range.

Claims (4)

1. the stacked assembling method of a kind of spherical reticulated shells piecemeal, it is characterised in that comprise the following steps:
Step 1:According to spherical reticulated shells curvature identical characteristic, spherical reticulated shells are divided into into the piecemeal of same or like size;
Step 2:Moulding bed is installed on platform;
Step 3:Spherical reticulated shells piecemeal member erection is positioned to moulding bed, is welded and fixed after positioning;
Step 4:Repeat step 3, using the stacked assembled multiple piecemeals of moulding bed.
2. the stacked assembling method of a kind of spherical reticulated shells piecemeal according to claim 1, it is characterised in that step 2 is specially:Determine position of the vertical vertical rod of moulding bed on platform, the moulding bed template of piecemeal is set in the vertical vertical rod of moulding bed.
3. the stacked assembling method of a kind of spherical reticulated shells piecemeal according to claim 1, it is characterised in that:Moulding bed includes the vertical vertical rod being connected with platform in step 2, and multiple moulding bed templates are arranged in vertical vertical rod, and is fixed with platform with diagonal brace.
4. the stacked assembling method of a kind of spherical reticulated shells piecemeal according to claim 1, it is characterised in that:Rod member horizontal level positioning falls method using line in step 3, and height and position positioning adopts total powerstation.
CN201510690794.3A 2015-10-22 2015-10-22 A spherical net shell block stacked assembly method CN106609561A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510690794.3A CN106609561A (en) 2015-10-22 2015-10-22 A spherical net shell block stacked assembly method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510690794.3A CN106609561A (en) 2015-10-22 2015-10-22 A spherical net shell block stacked assembly method

Publications (1)

Publication Number Publication Date
CN106609561A true CN106609561A (en) 2017-05-03

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510690794.3A CN106609561A (en) 2015-10-22 2015-10-22 A spherical net shell block stacked assembly method

Country Status (1)

Country Link
CN (1) CN106609561A (en)

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10102779A (en) * 1996-09-30 1998-04-21 Yutaka Fujita Assembly method of heavy weight elevator and device therefor
CN201752827U (en) * 2009-12-07 2011-03-02 天津二十冶建设有限公司 Assembly jig for assembling pipe trusses
CN202577980U (en) * 2012-02-09 2012-12-05 中建三局建设工程股份有限公司 Laminated tool type material stack frame unit and stack frames
CN102839747A (en) * 2012-09-24 2012-12-26 中国建筑第八工程局有限公司 Construction method for steel structure truss of super high-rise special structure
CN102864941A (en) * 2012-09-29 2013-01-09 浙江精工钢结构有限公司 Openable jig frame for assembling triangular truss and construction method
CN103276909A (en) * 2013-04-16 2013-09-04 中建钢构有限公司 Arc-shaped grid structure assembly method and grid structure assembly jig frame used by same
CN104453248A (en) * 2013-09-24 2015-03-25 上海宝冶集团有限公司 Complex irregular-shaped multi-layer net rack construction method based on layered modular assembling technology
US20150101279A1 (en) * 2013-10-16 2015-04-16 Neil Joseph KOOT Building construction method and lifting device

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10102779A (en) * 1996-09-30 1998-04-21 Yutaka Fujita Assembly method of heavy weight elevator and device therefor
CN201752827U (en) * 2009-12-07 2011-03-02 天津二十冶建设有限公司 Assembly jig for assembling pipe trusses
CN202577980U (en) * 2012-02-09 2012-12-05 中建三局建设工程股份有限公司 Laminated tool type material stack frame unit and stack frames
CN102839747A (en) * 2012-09-24 2012-12-26 中国建筑第八工程局有限公司 Construction method for steel structure truss of super high-rise special structure
CN102864941A (en) * 2012-09-29 2013-01-09 浙江精工钢结构有限公司 Openable jig frame for assembling triangular truss and construction method
CN103276909A (en) * 2013-04-16 2013-09-04 中建钢构有限公司 Arc-shaped grid structure assembly method and grid structure assembly jig frame used by same
CN104453248A (en) * 2013-09-24 2015-03-25 上海宝冶集团有限公司 Complex irregular-shaped multi-layer net rack construction method based on layered modular assembling technology
US20150101279A1 (en) * 2013-10-16 2015-04-16 Neil Joseph KOOT Building construction method and lifting device

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
姬玉华,夏冬君: "《测量学》", 31 March 2015, 人民交通出版社股份有限公司 *
赵志缙: "《高层建筑施工手册 第2版》", 30 September 1997, 同济大学出版社 *

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Application publication date: 20170503

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