CN110670733A - Prefabricated concrete slab of prefabricated building erects fossil fragments pendant structure - Google Patents

Prefabricated concrete slab of prefabricated building erects fossil fragments pendant structure Download PDF

Info

Publication number
CN110670733A
CN110670733A CN201911040100.6A CN201911040100A CN110670733A CN 110670733 A CN110670733 A CN 110670733A CN 201911040100 A CN201911040100 A CN 201911040100A CN 110670733 A CN110670733 A CN 110670733A
Authority
CN
China
Prior art keywords
plate
hanger
mullion
hanging
pendant
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201911040100.6A
Other languages
Chinese (zh)
Inventor
刘铭
陆凯
黄灵
施天陆
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SHANGHAI BRIGHT CURTAIN WALL ENGINEERING Co Ltd
Original Assignee
SHANGHAI BRIGHT CURTAIN WALL ENGINEERING Co Ltd
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 SHANGHAI BRIGHT CURTAIN WALL ENGINEERING Co Ltd filed Critical SHANGHAI BRIGHT CURTAIN WALL ENGINEERING Co Ltd
Priority to CN201911040100.6A priority Critical patent/CN110670733A/en
Publication of CN110670733A publication Critical patent/CN110670733A/en
Priority to CN202010169363.3A priority patent/CN111218989A/en
Pending legal-status Critical Current

Links

Images

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
    • E04B1/38Connections for building structures in general
    • 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
    • E04B1/343Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • 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
    • E04B1/343Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • E04B1/34321Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by panels
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/562Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with fillings between the load-bearing elongated members
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/58Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

The invention relates to a prefabricated concrete slab vertical keel hanging piece structure of an assembly type building, which comprises a unit plate hanging piece assembly and a hanging piece base assembly used for bearing the unit plate hanging piece assembly, wherein the unit plate hanging piece assembly is fixedly connected with a vertical keel, the unit plate hanging piece assembly comprises a limiting plate which is vertically arranged, the hanging piece base assembly comprises a connecting piece base, the connecting piece base comprises a bearing plate which is vertically arranged, a limiting groove matched with the limiting plate in shape is arranged on the bearing plate, and the limiting plate is movably inserted in the limiting groove. Compared with the prior art, the hanging plate has the advantages that the unit plate hanging component is combined with the hanging component base component, the vertical keel can move back and forth, left and right and up and down after being hung, the unit plate hanging component can move back and forth and left and right under the limit of the limit groove by matching the limit plate, the limit groove and the bearing plate, the vertical keel can move up and down by the up and down adjusting screw, the hanging plate is convenient to hang, the stability of the hanging plate is improved, and the like.

Description

Prefabricated concrete slab of prefabricated building erects fossil fragments pendant structure
Technical Field
The invention relates to a hanging piece structure, in particular to a vertical keel hanging piece structure for a prefabricated concrete slab of an assembly type building.
Background
The fabricated concrete building is a concrete structure type house building which is designed and built in a field assembly mode by mainly taking a reinforced concrete prefabricated part produced in a factory.
When the fabricated concrete building is assembled, the vertical keels on the precast concrete plates are usually required to be hung on the main steel structure, so that the precast concrete plates are assembled. In current assembly construction, often with precast concrete board snap-on articulate on main part steel construction, increase the assembly degree of difficulty to if need adjust after the fixed mounting, the adjustment step is loaded down with trivial details, influences the efficiency of construction.
Disclosure of Invention
The present invention is directed to overcoming the above-mentioned disadvantages of the prior art and providing a prefabricated building precast concrete panel mullion hanger structure.
The purpose of the invention can be realized by the following technical scheme:
the utility model provides an assembled building precast concrete board erects fossil fragments pendant structure, the pendant structure include unit plate pendant subassembly and be used for accepting the pendant base subassembly of unit plate pendant subassembly, unit plate pendant subassembly and perpendicular fossil fragments fixed connection, unit plate pendant subassembly include the limiting plate of vertical setting, pendant base subassembly include the connecting piece base, the connecting piece base include the bearing plate of vertical setting, the bearing plate on be equipped with limiting plate shape complex spacing groove, the limiting plate activity insert and locate the spacing inslot.
The unit plate pendant assembly comprises a horizontally arranged pendant group plate, one end of the pendant group plate is fixedly connected with the vertical keel, and the other end of the pendant group plate is fixedly connected with the limiting plate in a T shape.
The unit plate block hanging component further comprises two pairs of upper and lower adjusting screw rods and nuts, two screw holes are formed in the hanging component flat plate, and the upper and lower adjusting screw rods penetrate through the screw holes to be in threaded connection with the nuts.
And the unit plate hanging component is welded and connected with the vertical keel.
The pendant base assembly comprises a main steel structure, the connecting piece base assembly further comprises a base plate which is L-shaped with the bearing plate, and the base plate is fixedly connected with the main steel structure.
The bottom plate and the main steel structure are fixedly connected through bolts and nuts.
The limiting groove divides the bearing plate into a first supporting platform and a second supporting platform.
The middle parts of the first supporting platform and the second supporting platform are provided with vertical supporting platforms.
Compared with the prior art, the invention has the following advantages:
(1) the unit plate hanging component is combined with the hanging component base component, so that the vertical keel can move back and forth, left and right and up and down after being hung, the processing is simple, and the hanging plate is convenient;
(2) the limiting plate, the limiting groove and the bearing plate are matched, so that the unit plate hanging component moves forwards, backwards, leftwards and rightwards under the limitation of the limiting groove, the hanging plate is convenient to hang, and the stability of the hanging plate can be ensured;
(3) utilize adjusting screw about to realize reciprocating of vertical keel, be convenient for adjust from top to bottom, the link plate is stable.
Drawings
FIG. 1 is a schematic view of a unit plate pendant set according to the present invention;
fig. 2 is a combination view of the unit plate hanger set and precast concrete slab mullion of the present invention;
FIG. 3 is a schematic view of a connector base set of the present invention;
FIG. 4 is a schematic view of the connector base assembly of the present invention in combination with the main steel structure;
fig. 5 is a side view of the effect of the precast concrete panel mullion suspending panel of the present invention.
The steel structure comprises, by weight, 1 parts of vertical keels, 2 parts of unit plate block hanging component, 2-1 parts of hanging component flat plates, 2-2 parts of limiting plates, 2-3 parts of nuts, 2-4 parts of upper and lower adjusting screws, 3 parts of main steel structures, 4 parts of connecting piece bases, 4-1 parts of bottom plates, 4-2 parts of bearing plates, 4-3 parts of bolts.
Detailed Description
The invention is described in detail below with reference to the figures and specific embodiments. Note that the following description of the embodiments is merely a substantial example, and the present invention is not intended to be limited to the application or the use thereof, and is not limited to the following embodiments.
Examples
A prefabricated concrete slab vertical keel hanging piece structure for a fabricated building comprises a unit plate hanging piece group 2 and a hanging piece base assembly.
As shown in fig. 1 and 2, a unit plate block hanging component 2 is welded with a vertical keel 1, the unit plate block hanging component comprises a vertically arranged limiting plate 2-2, a horizontally arranged hanging component flat plate 2-1, two pairs of upper and lower adjusting screw rods 2-4 and nuts 2-3, one end of the hanging component flat plate 2-1 is fixedly connected with the vertical keel 1, the other end of the hanging component flat plate is fixedly connected with the limiting plate 2-2 in a T shape, two screw holes are arranged on the hanging component flat plate 2-1, and the upper and lower adjusting screw rods 2-4 penetrate through the screw holes to be in threaded connection with the nuts 2-3.
As shown in fig. 3 and 4, the hanging member base assembly is used for receiving the unit plate hanging member assembly 2 fixedly connected with the vertical keel 1, the hanging member base assembly comprises a main steel structure 3 and a connecting member base 4, the connecting piece base 4 comprises a bearing plate 4-2 which is vertically arranged and a bottom plate 4-1 which is arranged in an L shape with the bearing plate 4-2, the bottom plate 4-1 is fixedly connected with the main steel structure 3 through a bolt 4-3 and a nut 2-3, the bearing plate 4-2 is provided with a limit groove which is matched with the limit plate 2-2 in shape, the limiting plate 2-2 is movably inserted in the limiting groove, the bearing plate 4-2 is divided into a first supporting platform and a second supporting platform by the limiting groove, and the middle parts of the first supporting platform and the second supporting platform are both provided with a vertical supporting platform, and the main steel structure 3 is an angle steel.
As shown in fig. 5, when in use, after the mullion 1 is connected with the unit plate hanging component 2, the limiting plate 2-2 is inserted into the limiting groove, the bottoms of the two upper and lower adjusting screws 2-4 are placed at the joint of the first supporting platform, the second supporting platform and the vertical supporting platform, the unit plate hanging component 2 can move back and forth along the limiting groove, the mullion 1 can be driven to move back and forth, the wire can move the unit plate hanging component 2 left and right along the limiting groove, the mullion 1 can be driven to move left and right, the height of the upper and lower adjusting screws 2-4 can be adjusted, the mullion 1 can be driven to move in the vertical direction, and the mullion 1 can move back and forth, left and right and up and down after.
The above embodiments are merely examples and do not limit the scope of the present invention. These embodiments may be implemented in other various manners, and various omissions, substitutions, and changes may be made without departing from the technical spirit of the present invention.

Claims (8)

1. The utility model provides an assembled building precast concrete board erects fossil fragments pendant structure, its characterized in that, the pendant structure include unit plate pendant subassembly (2) and be used for accepting the pendant base subassembly of unit plate pendant subassembly (2), unit plate pendant subassembly (2) and erects fossil fragments (1) fixed connection, unit plate pendant subassembly include vertical limiting plate (2-2) that set up, pendant base subassembly include connecting piece base (4), connecting piece base (4) include vertical bearing plate (4-2) that set up, bearing plate (4-2) on be equipped with limiting plate (2-2) shape complex spacing groove, limiting plate (2-2) activity insert locate the spacing inslot.
2. The fabricated building precast concrete plate mullion hanger structure as claimed in claim 1, wherein said unit plate hanger assembly (2) comprises horizontally arranged hanger group plate (2-1), one end of said hanger group plate (2-1) is fixedly connected with mullion (1), and the other end of said hanger group plate (2-1) is fixedly connected with limiting plate (2-2) in T shape.
3. The fabricated building precast concrete plate mullion hanger structure as claimed in claim 2, wherein said unit plate hanger assembly (2) further comprises two pairs of upper and lower adjusting screws (2-4) and nuts (2-3), said hanger set plate (2-1) is provided with two screw holes, said upper and lower adjusting screws (2-4) pass through the screw holes and are in threaded connection with the nuts (2-3).
4. A fabricated building precast concrete panel mullion hanger structure as claimed in claim 1, wherein said unit plate hanger assembly (2) is welded to mullion (1).
5. The fabricated building precast concrete plate mullion hanger structure as claimed in claim 1, wherein said hanger base assembly comprises a main steel structure (3), said connector base (4) set further comprises a bottom plate (4-1) disposed in L shape with the bearing plate (4-2), said bottom plate (4-1) is fixedly connected with the main steel structure (3).
6. The fabricated building precast concrete plate mullion hanger structure as claimed in claim 5, wherein said bottom plate (4-1) and main steel structure (3) are fixedly connected by bolts (4-3) and nuts (2-3).
7. A fabricated building precast concrete panel mullion hanger structure as claimed in claim 1, wherein said limiting groove divides the bearing plate (4-2) into a first support platform and a second support platform.
8. A fabricated building precast concrete panel mullion hanger structure as claimed in claim 7, wherein said first support platform and said second support platform are provided with vertical support platforms at their middle portions.
CN201911040100.6A 2019-10-29 2019-10-29 Prefabricated concrete slab of prefabricated building erects fossil fragments pendant structure Pending CN110670733A (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
CN201911040100.6A CN110670733A (en) 2019-10-29 2019-10-29 Prefabricated concrete slab of prefabricated building erects fossil fragments pendant structure
CN202010169363.3A CN111218989A (en) 2019-10-29 2020-03-12 Assembly type hanging piece structure for building and wallboard hanging piece system thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201911040100.6A CN110670733A (en) 2019-10-29 2019-10-29 Prefabricated concrete slab of prefabricated building erects fossil fragments pendant structure

Publications (1)

Publication Number Publication Date
CN110670733A true CN110670733A (en) 2020-01-10

Family

ID=69085139

Family Applications (2)

Application Number Title Priority Date Filing Date
CN201911040100.6A Pending CN110670733A (en) 2019-10-29 2019-10-29 Prefabricated concrete slab of prefabricated building erects fossil fragments pendant structure
CN202010169363.3A Pending CN111218989A (en) 2019-10-29 2020-03-12 Assembly type hanging piece structure for building and wallboard hanging piece system thereof

Family Applications After (1)

Application Number Title Priority Date Filing Date
CN202010169363.3A Pending CN111218989A (en) 2019-10-29 2020-03-12 Assembly type hanging piece structure for building and wallboard hanging piece system thereof

Country Status (1)

Country Link
CN (2) CN110670733A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111218989A (en) * 2019-10-29 2020-06-02 上海玻机智能幕墙股份有限公司 Assembly type hanging piece structure for building and wallboard hanging piece system thereof

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100970372B1 (en) * 2009-12-16 2010-07-15 (주)삼성판넬플랜트 Urethane panel for refrigeration
CN207794490U (en) * 2017-12-22 2018-08-31 南京倍立达新材料系统工程股份有限公司 A kind of assembled GRC heat-insulation wall plates
CN207998974U (en) * 2017-12-30 2018-10-23 浙江亚厦装饰股份有限公司 Ceiling support device
CN110670733A (en) * 2019-10-29 2020-01-10 上海玻机智能幕墙股份有限公司 Prefabricated concrete slab of prefabricated building erects fossil fragments pendant structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111218989A (en) * 2019-10-29 2020-06-02 上海玻机智能幕墙股份有限公司 Assembly type hanging piece structure for building and wallboard hanging piece system thereof

Also Published As

Publication number Publication date
CN111218989A (en) 2020-06-02

Similar Documents

Publication Publication Date Title
CN110670733A (en) Prefabricated concrete slab of prefabricated building erects fossil fragments pendant structure
CN208949890U (en) Improved hybrid precast formula support device in foundation pit
CN107401223A (en) A kind of attachment structure for steel structural upright column and crossbeam
CN209468886U (en) Assembled partition wall steel joist system
CN109853927A (en) A kind of honeycomb aluminum plate ceiling decoration construction method
CN212317547U (en) Novel shear force wall reinforcing and supporting system
CN211765803U (en) Double-block type sleeper steel bar truss's floor truck
CN208202294U (en) Furred ceiling conversion layer structure
CN103255837A (en) Detachable modular combined room
CN212129487U (en) Improved generation is pendant structure for assembly type structure and wallboard pendant system thereof
CN109850740B (en) Curtain wall unit body hoisting system and hoisting method thereof
CN209722771U (en) A kind of bridge construction Hanging Basket
CN209291747U (en) A kind of household ladder well frame structure
CN216195911U (en) Corridor suspended ceiling
CN208473345U (en) A kind of assembly building base connecting mechanism
CN217353145U (en) Suspended ceiling convenient to assemble and install
CN206495385U (en) A kind of embedded floor of modular architectural and beam joint device
CN216583765U (en) Hoisting device for prefabricated components of prefabricated house plates
CN214784971U (en) Mounting structure of wallboard and girder steel
CN217949500U (en) Aluminum plate mounting structure
CN210529919U (en) Assembled balcony
CN211869992U (en) Arch rib mounting tray
CN211473438U (en) Light steel structure hanging beam suspension device
CN211548575U (en) Support for raised floor and raised floor mounting structure
CN212201406U (en) Connecting device for reinforcing building structure

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
WD01 Invention patent application deemed withdrawn after publication
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20200110