NL2035145B1 - Top connector for prefabricated steel structure building masonry wall and using method thereof - Google Patents

Top connector for prefabricated steel structure building masonry wall and using method thereof Download PDF

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Publication number
NL2035145B1
NL2035145B1 NL2035145A NL2035145A NL2035145B1 NL 2035145 B1 NL2035145 B1 NL 2035145B1 NL 2035145 A NL2035145 A NL 2035145A NL 2035145 A NL2035145 A NL 2035145A NL 2035145 B1 NL2035145 B1 NL 2035145B1
Authority
NL
Netherlands
Prior art keywords
masonry wall
tensioning device
steel structure
stretching device
wall
Prior art date
Application number
NL2035145A
Other languages
Dutch (nl)
Other versions
NL2035145A (en
Inventor
Chen Jin
Shan Pengzhi
Zhao Zongbin
Bai Jinxin
Lian Qian
Han Shengsheng
Wang Bo
Yang Qiuzhen
Li Zhongzhu
Zhou Zheng
Original Assignee
China Construction Fifth Eng Bureau Huadong Construction Co Ltd
China Constr 5Th Eng Division
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 China Construction Fifth Eng Bureau Huadong Construction Co Ltd, China Constr 5Th Eng Division filed Critical China Construction Fifth Eng Bureau Huadong Construction Co Ltd
Publication of NL2035145A publication Critical patent/NL2035145A/en
Application granted granted Critical
Publication of NL2035145B1 publication Critical patent/NL2035145B1/en

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4178—Masonry wall ties
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66—Sealings
    • E04B1/68—Sealings of joints, e.g. expansion joints
    • E04B1/6801—Fillings therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92—Protection against other undesired influences or dangers
    • E04B1/94—Protection against other undesired influences or dangers against fire
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
    • E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0202—Details of connections
    • E04B2002/0243—Separate connectors or inserts, e.g. pegs, pins or keys
    • E04B2002/0247—Strips or bars
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0256—Special features of building elements
    • E04B2002/0273—Adhesive layers other than mortar between building elements
    • E04B2002/0276—Separate layers or strips

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

The present disclosure provides a top connector for a prefabricated steel structure building masonry wall and a using method thereof, including a connector fixing device and a stretching device fixedly connected to the masonry wall, the fixing device is connected to the stretching device, the stretching device is vertical to the fixing device, connecting lug plates are also arranged on the stretching device in a stretching form, and the connecting lug plates are uniformly distributed on the stretching device and vertical to the stretching device. The connector has a simple structure, convenient installation and fixation, a capability of effectively reducing masonry wall quantity, and has a better using effect.

Description

P1794 /NL
TOP CONNECTOR FOR PREFABRICATED STEEL STRUCTURE BUILDING MASONRY
WALL AND USING METHOD THEREOF
TECHNICAL FIELD
The present disclosure relates to a top connector for a pre- fabricated steel structure building masonry wall and a using meth- od thereof.
BACKGROUND
At present, when a prefabricated steel structure building ma- sonry wall is constructed, the masonry wall is usually tiled along a column edge at one side, and a steel structure bracket is usual- ly placed in the middle of the column, resulting in the masonry wall not under the steel beam. In order to meet code requirements, the masonry wall needs to be laid to a bottom of a plate. In a traditional reinforced concrete structure, a concrete beam is wid- er than the steel beam, the masonry wall is basically located be- low the beam, so the masonry wall only needs to be laid to a bot- tom of the beam during construction, resulting in a problem that, as for the construction of a single wall, the prefabricated steel structure building increases about 30% of masonry wall quantity than the traditional reinforced concrete building, which not only increases the material and labor cost, but also affects the con- struction progress.
SUMMARY
For the deficiencies in the prior art, the present disclosure provides a top connector for a prefabricated steel structure building masonry wall and a using method thereof, and the connect- or has a simple structure, convenient installation and fixation, a capability of effectively reducing masonry wall quantity, and has a better using effect.
In order to implement the above purpose, the present disclo- sure provides a top connector for a prefabricated steel structure building masonry wall, including a fixing device and a stretching device, the fixing device is connected to the stretching device, the stretching device is vertical to the fixing device, connecting lug plates are also arranged on the stretching device in a stretching form, and the connecting lug plates are uniformly dis- tributed on the stretching device and vertical to the stretching device.
Beneficial effects for this arrangement: after adopting the above solution, the fixing device is fixedly connected to the ma- sonry wall, and the connecting lug plates on the stretching device are built on a steel beam, so as to form a lap joint that the ma- sonry wall is on the steel beam, thereby effectively improving the construction efficiency of the steel structure building and reduc- ing the masonry wall quantity. Preferably, a plurality of connect- ing lug plates are arranged on the stretching device in a stretch- ing form, with a spacing of 400 mm, a rectangle with a specifica- tion of 40 mmx50 mm is connected to the stretching device in a long direction, with a thickness of 4 mm for easy welding opera- tion, and at the same time, with a simple structure and convenient building, a better using effect is achieved.
As a further setting of the present disclosure, a protrusion portion is formed on the stretching device in a folding form, and one side, away from the connecting lug plates, of the protrusion portion is arranged in a bending form.
Beneficial effects for this arrangement: adopting the above solution can effectively increase the whole structural strength and improve the anti-deformation effect of the structure, and is conductive to manufacturing, with a simple structure and a better using effect. Preferably, a minimum width of the stretching device is 4 cm and a maximum width is 6 cm, and the protrusion portion is arranged, away from one side of the connecting lug plates, in a bending form; and thus the stretching device is suitable in a case that a gap between the wall top and the steel beam is less than or equal to 40 mm.
The prevent disclosure further provides a using method for a top connector for a prefabricated steel structure building masonry wall, including the following steps of: step 1: building the ma- sonry wall to 2-3 cm below a steel beam; step 2: fitting a stretching device with a side wall of the steel beam, resisting connecting lug plates on the stretching device to an upper end face of the steel beam, and welding the connecting lug plates with the upper end face of the steel beam; and step 3: fixing a con- nector fixing device with an upper end face of the masonry wall.
Beneficial effects for this arrangement: adopting the above solution may effectively reduce a building height of the masonry wall, the quantity of the masonry wall, and the construction dura- tion, with a simple structure and convenient operation.
As a further setting of the present disclosure, the connector stretching device is fixedly connected to an upper end face of a masonry wall tile through shoot nails.
Beneficial effects for this arrangement: after adopting the above solution, the present disclosure has convenient fixation, high fixing efficiency, convenient operation and better using ef- fect. Preferably, a shoot nail distance herein is set as 600 mm, ensuring that shoot nails above each aerated block are all con- nected to the connector; and the reliability of the whole struc- ture is ensured, and the using effect is ensured.
As a further setting of the present disclosure, further in- cluding step 4, paving cement slurry on the stretching device, where a thickness of the cement slurry is the same as that of the connecting lug plates, a foaming agent is filled between the stretching device and the masonry wall, and the cement slurry is used to point uniformly.
Beneficial effects for this arrangement: adopting the above solution may effectively improve the airtightness of room walls and the fireproof performance of the whole structure, and improve the using effect of the whole structure.
BRIEF DESCRIPTION OF THE DRAWINGS
FIG. 1 is a schematic diagram of an overall structure of em- bodiments in the present disclosure; and
FIG. 2 is a schematic diagram of an installation structure of embodiments in the present disclosure.
DETAILED DESCRIPTION OF THE EMBODIMENTS
One embodiment of the present disclosure provides a top con- nector for a prefabricated steel structure building masonry wall and a using method thereof, as shown in FIG. 1 and FIG. 2, the top connector for the masonry wall includes a fixing device 1 and a stretching device 2, the stretching device 2 is connected to the fixing device 1, the fixing device 1 is vertical to the stretching device 2, connecting lug plates 21 are also arranged on the stretching device 2 in a stretching form, and the connecting lug plates 21 are uniformly distributed on the stretching device 2 and vertical to the stretching device 2. A protrusion portion 22 is formed in a middle of the stretching devise 2 in a folding form, a minimum width of the stretching device 2 is 4 cm and a maximum width is 6 cm, and the protrusion portion 22 is arranged, away from one side of the connecting lug plates 21, in a bending form; and thus the stretching device is suitable in a case that a gap between the wall top and the steel beam 4 is less than or equal to 40 mm. Three connecting lug plates 21 are arranged on the stretch- ing device 2 in a stretching form, with a spacing of 400 mm; and a rectangle with a specification of 40 mmx50 mm is connected to the stretching device 2, with a thickness of 4 mm for easy welding. A width of the fixing device 1 is 80 mm and suitable for the masonry wall 3 where an overlapping width of a horizontal projection be- tween the steel beam 4 and the wall is less than 2/3 of wall thickness. A length of the fixing device 1 is 1,200 mm/section, which can meet 300 mm of modulus, can match different lengths of walls conveniently.
The implementation mode further provides a using method for a top connector for a prefabricated steel structure building masonry wall, including the following steps of: step 1: building the ma- sonry wall 3 to 2-3 cm below a steel beam 4; step 2: fitting a stretching device 2 with a side wall of the steel beam 4, resist- ing connecting lug plates 21 on the stretching device 2 to an up- per end face of the steel beam 4, and welding the connecting lug plates 21 with the upper end face of the steel beam 4; and step 3: fixing a connector fixing device 1 with an upper end face of the masonry wall 3 through shoot nails, setting a nail distance as 600 mm, ensuring that nails above each aerated block are all connected to the connector; and step 4, paving cement slurry on the stretch- ing device 2, where a thickness of the cement slurry is the same as that of the connecting lug plates 21, a PU foaming agent 5 is 5 filled between the stretching device 2 and the masonry wall 3 for pointing, and the cement slurry is used to point uniformly.
The above example is only one specific example of the present disclosure, and common change and replacement made by those skilled in the art during the scope of the technical solution of the present disclosure are all included in the protection scope of the present disclosure.

Claims (5)

© CONCLUSIES© CONCLUSIONS 1. Bovenste verbindingsstuk voor een geprefabriceerde metselwerk- muur van een staalconstructie, omvattende een bevestigingsin- richting en een spaninrichting, waarbij de bevestigingsinrichting is verbonden met de spaninrichting, de spaninrichting verticaal staat ten opzichte van de bevestigingsinrichting, verbindings- schoenplaten tevens zijn aangebracht op de spaninrichting in een spanvorm, en de verbindingsschoenplaten zijn gelijkmatig verdeeld over de spaninrichting en verticaal ten opzichte van de spanin- richting.1. Top connecting piece for a prefabricated masonry wall of a steel structure, comprising a mounting device and a tensioning device, wherein the mounting device is connected to the tensioning device, the tensioning device is vertical to the mounting device, connecting cleats are also arranged on the tensioning device in a tensioning shape, and the connecting cleats are evenly distributed across the tensioning device and vertically to the tensioning device. 2. Bovenste verbindingsstuk voor de geprefabriceerde metselwerk- muur van een staalconstructie volgens conclusie 1, waarbij een uitsteekselgedeelte in een vouwvorm op de spaninrichting is ge- vormd, en een zijde, weg van de verbindingsnokkenplaten, van het uitsteekselgedeelte is aangebracht in buigvorm.The upper connection piece for the prefabricated masonry wall of a steel structure according to claim 1, wherein a protrusion portion is formed in a folding shape on the tensioning device, and a side, away from the connecting ridge plates, of the protrusion portion is formed in a bending shape. 3. Werkwijze voor het gebruik van een bovenste verbindingsstuk voor de geprefabriceerde metselwerkmuur van een staalconstructie volgens conclusie 1 of 2, omvattende de volgende stappen: stap 1: het bouwen van de metselwerkmuur tot 2-3 cm onder een stalen balk; stap 2: het aanbrengen van een spaninrichting met een zijwand van de stalen balk, het weerstand bieden aan verbindingsschoenplaten op de spaninrichting aan een bovenzijde van de stalen balk, en het lassen van de verbindingsschoenplaten met de bovenzijde van de stalen balk; en stap 3: het bevestigen van een verbindingsstukbe- vestiging met een bovenste kopse kant van de gemetselde muur.A method of using an upper connecting piece for the prefabricated masonry wall of a steel structure according to claim 1 or 2, comprising the following steps: step 1: building the masonry wall up to 2-3 cm below a steel beam; step 2: attaching a tensioning device to a side wall of the steel beam, resisting connecting cleats on the tensioning device at a top side of the steel beam, and welding the connecting cleats to the top side of the steel beam; and step 3: attaching a connecting piece attachment to an upper end edge of the masonry wall. 4. Bovenste verbindingsstuk voor de geprefabriceerde metselwerk- muur van een staalconstructie en de werkwijze voor het gebruik daarvan volgens conclusie 3, waarbij de verbindingsspaninrichting vast is verbonden met een boveneindvlak van een gemetselde wandte- gel door middel van schietnagels.An upper connecting piece for the prefabricated masonry wall of a steel structure and the method for its use according to claim 3, wherein the connecting tension device is fixedly connected to an upper end face of a masonry wall tile by means of nails. 5. Bovenste verbindingsstuk voor de geprefabriceerde metselwerk-5. Top connecting piece for the prefabricated masonry muur van een staalconstructie en de werkwijze voor het gebruik daarvan volgens conclusie 4, verder omvattende stap 4, het storten van cementslurrie op de spaninrichting, waarbij een dikte van de cementslurrie dezelfde is als die van de verbindingsschoenplaten, een schuimmiddel wordt gevuld tussen de spaninrichting en de ge-wall of a steel structure and the method for its use according to claim 4, further comprising step 4, pouring cement slurry onto the tensioning device, wherein a thickness of the cement slurry is the same as that of the connecting cleats, a foaming agent is filled between the tensioning device and the GE- metselde muur, en de cementslurrie wordt gebruikt om gelijkmatig te voegen.masonry wall, and the cement slurry is used to joint evenly.
NL2035145A 2022-06-28 2023-06-21 Top connector for prefabricated steel structure building masonry wall and using method thereof NL2035145B1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202210752398.9A CN115045416B (en) 2022-06-28 2022-06-28 Assembled steel structure building masonry wall top connecting piece and use method thereof

Publications (2)

Publication Number Publication Date
NL2035145A NL2035145A (en) 2024-01-12
NL2035145B1 true NL2035145B1 (en) 2024-03-14

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NL2035145A NL2035145B1 (en) 2022-06-28 2023-06-21 Top connector for prefabricated steel structure building masonry wall and using method thereof

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NL (1) NL2035145B1 (en)

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH251310A (en) * 1945-12-05 1947-10-31 Muerset Eugen Building construction.
US4438611A (en) * 1982-03-31 1984-03-27 W. R. Grace & Co. Stud fasteners and wall structures employing same
CN201574496U (en) * 2010-01-11 2010-09-08 中色科技股份有限公司 Flashing structure at joint of color steel plate wall and masonry
CN103015572B (en) * 2013-01-06 2015-11-04 河南天丰节能板材科技股份有限公司 The method of attachment of body of wall and floor and special syndeton thereof and ready-package house
US8904731B2 (en) * 2013-02-28 2014-12-09 Columbia Insurance Company Laser configured hook column anchors and anchoring systems utilizing the same
US8863460B2 (en) * 2013-03-08 2014-10-21 Columbia Insurance Company Thermally coated wall anchor and anchoring systems with in-cavity thermal breaks
CN204001277U (en) * 2014-07-11 2014-12-10 中国建筑第六工程局有限公司 For the combined wall masonry stationary device that cornices
CN106149894A (en) * 2015-03-27 2016-11-23 天津力达科创金属制品有限公司 A kind of building built-in part being easy to regulation
CN112900640A (en) * 2021-01-29 2021-06-04 中建七局第二建筑有限公司 Anti-seismic energy-consumption connecting joint of assembled external wall panel and H-shaped steel beam
CN112878541B (en) * 2021-02-05 2021-07-30 中建一局集团第三建筑有限公司 Flexible connecting structure for top of masonry and construction method thereof
CN113833129A (en) * 2021-10-22 2021-12-24 中国建筑西南设计研究院有限公司 Slidable connection method and connection assembly for masonry infilled wall and structural main body
CN114233015A (en) * 2022-01-17 2022-03-25 中国十七冶集团有限公司 Method for connecting steel structure and masonry filler wall

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Publication number Publication date
CN115045416A (en) 2022-09-13
NL2035145A (en) 2024-01-12
CN115045416B (en) 2023-12-01

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