CN217175665U - Novel socket joint formula can have enough to meet need scaffold frame even wall spare - Google Patents

Novel socket joint formula can have enough to meet need scaffold frame even wall spare Download PDF

Info

Publication number
CN217175665U
CN217175665U CN202221110059.2U CN202221110059U CN217175665U CN 217175665 U CN217175665 U CN 217175665U CN 202221110059 U CN202221110059 U CN 202221110059U CN 217175665 U CN217175665 U CN 217175665U
Authority
CN
China
Prior art keywords
wall
steel pipe
socket
bolt
wall connecting
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.)
Active
Application number
CN202221110059.2U
Other languages
Chinese (zh)
Inventor
梁健
郑涛
曹顺
陈亮
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.)
China Construction Third Engineering Bureau Group Jiangsu Co ltd
Second Construction Engineering Co Ltd of China Construction Third Engineering Division
Original Assignee
China Construction Third Engineering Bureau Group Jiangsu Co ltd
Second Construction Engineering Co Ltd of China Construction Third Engineering 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 Third Engineering Bureau Group Jiangsu Co ltd, Second Construction Engineering Co Ltd of China Construction Third Engineering Division filed Critical China Construction Third Engineering Bureau Group Jiangsu Co ltd
Priority to CN202221110059.2U priority Critical patent/CN217175665U/en
Application granted granted Critical
Publication of CN217175665U publication Critical patent/CN217175665U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

The utility model discloses a novel socket joint type turnover scaffold wall connecting piece, which comprises a concrete outer wall, a socket joint type base, a wall penetrating bolt, a fixing bolt and a wall connecting steel pipe; a bolt hole with the diameter of 8mm is reserved in the concrete outer wall; the socket type base is manufactured by welding a 100 multiplied by 5 thick steel plate and a phi 54 multiplied by 3.0 steel pipe in a centering way; the wall-through bolt is used for connecting the concrete outer wall with the socket type base; the fixing bolt is used for fixedly connecting the socket type base and the wall connecting steel pipe; the wall connecting steel pipe is connected with the upright rod of the outer scaffold through a fastener, and the length dimension of the wall connecting steel pipe can be selected according to the distance between the scaffold and a building. The invention has convenient installation and can be used in a turnover way, particularly solves the problem that wall connecting pieces are not easy to be arranged at the external corner of residential engineering because of shear walls, and improves the safety of scaffolds.

Description

Novel socket joint formula can have enough to meet need scaffold frame even wall spare
Technical Field
The utility model relates to a construction technical field especially relates to a novel socket joint formula can have enough to meet need scaffold frame and link wall spare.
Background
In the modern civil engineering construction field, not only the suitability is explained, focus on the embodiment of saving time, laborsaving, lean construction more simultaneously, in the present outer scaffold work progress, the steel pipe is often inserted from top to bottom at the structural beam to the tradition way for link to each other with outer scaffold. As the residential engineering often has shear walls at the external corners of the building, the traditional external frame wall connecting piece is difficult to be arranged at the external corners of the building. Under the condition, the outer frame wall connecting piece is easy to lose in actual construction at the external corner of the building, and certain hidden danger is caused to the overall safety of the outer frame.
Disclosure of Invention
The utility model aims at overcoming the defect of above-mentioned prior art, and the novel socket joint formula of proposing can have enough to meet need scaffold frame and link wall spare.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a novel socket joint type rotatable scaffold wall connecting piece comprises a concrete outer wall, a socket joint type base, a wall penetrating bolt, a fixing bolt and a wall connecting steel pipe; the method is characterized in that: 2 bolt holes with the diameter of 8mm are reserved in the outer wall of the concrete wall; the socket type base is manufactured by welding a 100 multiplied by 5 thick steel plate and a phi 54 multiplied by 3.0 steel pipe in a centering way; the wall-through bolt is used for connecting the concrete outer wall with the socket type base; the fixing bolt is used for fixedly connecting the socket type base and the wall connecting steel pipe; the wall connecting steel pipe is connected with the upright rod of the outer scaffold through a fastener, and the length dimension of the wall connecting steel pipe can be selected according to the distance between the scaffold and a building.
Furthermore, the socket-type base is manufactured by welding a 100 multiplied by 5 thick steel plate and a phi 54 multiplied by 3.0 steel pipe in a centering way, the height of a welding seam is not less than 4mm, and 2 phi 8 bolt holes are reserved on the steel plate.
Further, the through-wall bolt is realized by precisely reserving a PVC hole.
Further, the diameter of the fixing bolt is 4 mm.
The utility model discloses set up simply, adopt novel socket joint formula can have enough to meet need scaffold frame and link wall spare, it is more convenient to link wall spare construction, improves outrigger construction security, improves the engineering quality, has accelerated the construction progress; and through reserving pre-embedding, the wall connecting piece can be used in a turnover mode, and the economical efficiency is improved.
Drawings
Fig. 1 is the structure schematic diagram of the node main view of the utility model.
Fig. 2 is a schematic view of the node overlooking structure of the present invention.
Fig. 3 is a schematic view of the main view structure of the socket-and-spigot base of the present invention.
Fig. 4 is a schematic view of the top view structure of the socket base of the present invention.
Fig. 5 is a top view of the wall-connected steel pipe of the present invention.
Wherein: a through-wall bolt 1; a socket base 2; a fixing bolt 3; a gasket 4; a concrete wall 5; a wall connecting steel pipe 6; a connecting fastener 7; through-wall bolt holes 21; a first fixing bolt hole 22; a second fixing bolt hole 61.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.
As shown in fig. 1 to 5, a novel socket joint type rotatable wall connecting piece comprises a wall penetrating bolt 1, a socket joint base 2, a fixing bolt 3 and a wall connecting steel pipe 6; the wall-through bolt 1 is accurately embedded on a concrete wall 5 (or a concrete beam) by adopting a PVC sleeve; the socket base 2 is manufactured by welding a 100 multiplied by 5 thick steel plate and a phi 54 multiplied by 3.0 steel pipe in a centering way, a wall-through bolt hole 21 is formed in the 100 multiplied by 5 thick steel plate, and a first fixing bolt hole 22 is formed in the phi 54 multiplied by 3.0 steel pipe; the first fixing bolt hole 22 is arranged on the socket base 2; the wall connecting steel pipe 6 is provided with a second fixing bolt hole 61; the fixing bolt 3 is connected with the socket base 2 and the wall connecting steel pipe 6, and then penetrates through the gasket 4 and the fixing bolt 3 through a nut and then is screwed tightly; the connecting fastener 7 is a right-angle fastener and is used for connecting the wall connecting steel pipe 6 and the outer frame upright rod. Novel socket joint formula can have enough to meet need even wall spare and has solved the difficult problem that establishes even wall spare at building external corner department of residential engineering, also can use this even wall spare at other positions of building simultaneously, avoids tradition even wall spare to need to keep somewhere the hole when the brickwork is under construction, and the wall seepage problem that causes is not closely knit when the shutoff links the wall spare entrance to a cave, guarantees major structure construction quality.
As a preferred embodiment, the socket base 2 is manufactured by factory processing, a 100X 5 thick steel plate and a phi 54X 3.0 steel pipe are used for being welded in a centering way, and the height of a welding seam is not less than 4 mm.
As a preferred embodiment, the through-wall bolt 1 requires precise pre-placement of the hole by controlling the PVC pipe.
As a preferred embodiment, the fixing bolt 3 is a 6 mm diameter bolt.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.

Claims (5)

1. A novel socket joint type rotatable scaffold wall connecting piece comprises a concrete outer wall, a socket joint type base, a wall penetrating bolt, a fixing bolt and a wall connecting steel pipe; the method is characterized in that: a bolt hole is reserved in the concrete outer wall; the socket type base is manufactured by centering welding of a thick steel plate and a steel pipe; the wall-through bolt is used for connecting the concrete outer wall with the socket type base; the fixing bolt is used for fixedly connecting the socket type base and the wall connecting steel pipe; the wall connecting steel pipe is connected with the upright rod of the outer scaffold, and the length dimension of the wall connecting steel pipe can be selected according to the distance between the scaffold and a building.
2. The novel socket-and-spigot type rotatable scaffold wall connecting piece as claimed in claim 1, is characterized in that: the socket type base is manufactured by welding a 100 multiplied by 5 thick steel plate and a phi 54 multiplied by 3.0 steel pipe in a centering way, the height of a welding seam is not less than 4mm, and phi 8 bolt holes are formed in the steel plate and the concrete outer wall.
3. The novel socket-and-spigot type rotatable scaffold wall connecting piece as claimed in claim 1, is characterized in that: the through-wall bolt is realized by precisely reserving a PVC (polyvinyl chloride) hole.
4. The novel socket-and-spigot type rotatable scaffold wall connecting piece as claimed in claim 1, is characterized in that: the diameter of the fixing bolt is 4 mm.
5. The novel socket-and-spigot type rotatable scaffold wall connecting piece as claimed in claim 1, is characterized in that: the wall connecting steel pipe is connected with the upright rod of the outer scaffold through a fastener.
CN202221110059.2U 2022-05-10 2022-05-10 Novel socket joint formula can have enough to meet need scaffold frame even wall spare Active CN217175665U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202221110059.2U CN217175665U (en) 2022-05-10 2022-05-10 Novel socket joint formula can have enough to meet need scaffold frame even wall spare

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202221110059.2U CN217175665U (en) 2022-05-10 2022-05-10 Novel socket joint formula can have enough to meet need scaffold frame even wall spare

Publications (1)

Publication Number Publication Date
CN217175665U true CN217175665U (en) 2022-08-12

Family

ID=82712106

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202221110059.2U Active CN217175665U (en) 2022-05-10 2022-05-10 Novel socket joint formula can have enough to meet need scaffold frame even wall spare

Country Status (1)

Country Link
CN (1) CN217175665U (en)

Similar Documents

Publication Publication Date Title
CN109629681B (en) Assembled connected node of bayonet buckle roof beam and post
CN217175665U (en) Novel socket joint formula can have enough to meet need scaffold frame even wall spare
KR20180052802A (en) The welding structure of steel pipe
CN211228887U (en) Bracing column base node is used in timber structure building decoration
CN211472960U (en) Assembled outer wall based on reinforced concrete frame structure
CN217630543U (en) Novel horizontal connection structure of prefabricated assembly type shear wall
CN216379955U (en) Steel construction building box beam column connected node
CN217439520U (en) Wall connecting piece for outer scaffold drawknot
CN211257810U (en) Novel shear wall template reinforcing system
CN209923940U (en) Foundation excavation collapse prevention supporting structure is built in room
CN210105027U (en) Connect reliable prefabricated assembled shear force wall
CN112538867A (en) Reverse construction method and structure of beam column joint in foundation pit
CN216865444U (en) Underground concrete beam and rectangular steel column connecting node
CN213204580U (en) Peripheral revetment connected node of assembled steel construction building ALC
CN212835899U (en) Assembled beam column node
CN218715012U (en) Shear force wall outer wall department pre-buried formula is wall spare even
CN211923510U (en) Easy-to-assemble and disassemble rectangular steel frame support for cast-in-situ shear wall of shaped assembly type building
CN215631537U (en) Novel wall connecting piece
CN221546728U (en) Old brick mixes house window frame reinforced structure
CN220928672U (en) Novel scaffold connecting device
CN216787658U (en) Steel bar positioning structure for building construction
CN215053915U (en) Beam column directly links structure
CN221031360U (en) Scaffold frame even wall spare instrument
CN216616815U (en) Exempt from to demolish scaffold frame and link wall spare
CN216275855U (en) Installation positioning structure of buried rubber waterstop in utility tunnel

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant