CN203296369U - Support for assembly type overhanging scaffold outrigger - Google Patents

Support for assembly type overhanging scaffold outrigger Download PDF

Info

Publication number
CN203296369U
CN203296369U CN2013201751140U CN201320175114U CN203296369U CN 203296369 U CN203296369 U CN 203296369U CN 2013201751140 U CN2013201751140 U CN 2013201751140U CN 201320175114 U CN201320175114 U CN 201320175114U CN 203296369 U CN203296369 U CN 203296369U
Authority
CN
China
Prior art keywords
steel plate
support
sealing steel
channel
overhanging scaffold
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.)
Expired - Fee Related
Application number
CN2013201751140U
Other languages
Chinese (zh)
Inventor
李迥
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.)
SUNYOUNG CONSTRUCTION GROUP CO Ltd
Original Assignee
SUNYOUNG CONSTRUCTION GROUP 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 SUNYOUNG CONSTRUCTION GROUP CO Ltd filed Critical SUNYOUNG CONSTRUCTION GROUP CO Ltd
Priority to CN2013201751140U priority Critical patent/CN203296369U/en
Application granted granted Critical
Publication of CN203296369U publication Critical patent/CN203296369U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Movable Scaffolding (AREA)

Abstract

The utility model discloses a support for an assembly type overhanging scaffold outrigger. The support comprises a steel channel (1), an upper sealing steel plate (2) and a lower sealing steel plate (3). Two bolt holes (4) are respectively formed in the dead center of the upper sealing steel plate and the dead center of the lower sealing steel plate, and the support is connected with overhanging steel and embedded parts in a lower-layer reinforced concrete structure in a threaded mode through the bolt holes (4). The support for the assembly type overhanging scaffold outrigger is suitable for reinforcing overhanging scaffold outriggers in building engineering construction.

Description

A kind of support of assembled overhanging scaffold outrigger
Technical field
The utility model relates to the support of a kind of assembled overhanging scaffold outrigger in the realm of building construction, is specially adapted to the support of Cantilever Beams in builder's jack in industry and civilian construction.
Background technology
At present in building construction process, builder's jack at external angle position because cantilever span is large, in order to prevent Cantilever Beams unstability under stress, be all generally the additional weldering of the section of encorbelmenting end one channel steel support at Cantilever Beams, the built-in fitting in the channel steel support other end and next floor structure is welded to connect.This employing welding way making outrigger Construction of Supporting difficulty is large, and the high-rise working safety is poor, and efficiency is low; Also must adopt gas cutting remove to support during dismounting, waste time and energy, and channel-section steel will be subject to loss, the support after dismounting is difficult to recycling, is unfavorable for cost savings.
The utility model content
The utility model, for the deficiencies in the prior art, provides a kind of simple structure, easy operating, reinforcement edge better and the support of the builder's jack outrigger that can reuse, and comprises channel-section steel, upper sealing steel plate and lower sealing steel plate; The channel-section steel two-port is the groove shape, and upper sealing steel plate and lower sealing steel plate are provided with two bolts hole, and upper sealing steel plate and lower sealing steel plate adopt electric welding to two ports of channel-section steel.
In the utility model, upper sealing steel plate all has two bolts hole with the center of lower sealing steel plate, support by bolt hole respectively with overhanging type steel and lower floor's reinforced concrete structure in built-in fitting carry out bolt and be connected.
Description of drawings
Below in conjunction with accompanying drawing, the utility model is described further.
Fig. 1 unitary construction figure
Sealing steel plate 3. lower sealing steel plate 4. bolts hole on 1. channel-section steels 2. in figure
The specific embodiment
1. select the 14# channel-section steel, channel-section steel length is determined jointly according to story height and builder's jack cantilever span;
2. the channel-section steel two-port is processed into the groove shape, guarantees to install rear upper port level, and lower port is vertical;
3., according to two port slope angle situations of channel-section steel, select 2 blocks of steel plates that 10mm is thick, and bore two bolts hole on every block plate.
4. two ports at channel-section steel adopt electric welding to two ports of channel-section steel above-mentioned 2 block plates respectively.
5. suitable for readingly while supporting dress carry out bolt by bolt hole and overhanging type steel and be connected, the support end opening carries out bolt by embedded iron in bolt hole and lower floor reinforced concrete structure and is connected.

Claims (2)

1. the support of an assembled overhanging scaffold outrigger, comprise channel-section steel (1), upper sealing steel plate (2) and lower sealing steel plate (3), channel-section steel (1) two-port is the groove shape, upper sealing steel plate (2) and lower sealing steel plate (3) are provided with two bolts hole, and upper sealing steel plate (2) and lower sealing steel plate (3) adopt electric welding to (1) two port of channel-section steel.
2. the support of a kind of assembled overhanging scaffold outrigger according to claim 1 is characterized in that: on seal steel plate and lower sealing steel plate center 2 bolts hole are all arranged.
CN2013201751140U 2013-04-08 2013-04-08 Support for assembly type overhanging scaffold outrigger Expired - Fee Related CN203296369U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2013201751140U CN203296369U (en) 2013-04-08 2013-04-08 Support for assembly type overhanging scaffold outrigger

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2013201751140U CN203296369U (en) 2013-04-08 2013-04-08 Support for assembly type overhanging scaffold outrigger

Publications (1)

Publication Number Publication Date
CN203296369U true CN203296369U (en) 2013-11-20

Family

ID=49572390

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2013201751140U Expired - Fee Related CN203296369U (en) 2013-04-08 2013-04-08 Support for assembly type overhanging scaffold outrigger

Country Status (1)

Country Link
CN (1) CN203296369U (en)

Similar Documents

Publication Publication Date Title
CN203654299U (en) Steel support loose end
CN204252286U (en) A kind of rectangular steel-tube concrete column-steel beam connecting joint
CN203308068U (en) Wall-attached builder's jack
CN203530989U (en) Deep foundation pit shoring retaining wall steel pipe concrete supporting assembly
CN105113775A (en) Basic structure of cantilever scaffold
CN206917265U (en) A kind of adjustable small bore beam side reinforcement tools
CN204940825U (en) A kind of foundation structure of builder's jack
CN103046743B (en) A kind of Super High conversion layer steel reinforced concrete crossbeam suspension type form bracing system and construction method
CN208309620U (en) A kind of upper anchor slab tooling of bolt assembly
CN203296369U (en) Support for assembly type overhanging scaffold outrigger
CN204850048U (en) Overlap joint structure of quick hoist and mount of supplementary high -rise girder steel
CN203547113U (en) Molded outer scaffold wall connecting piece device
CN203108293U (en) Skeleton body type thrust plate of filter press
CN202672484U (en) Steel pipe single-post structure
CN201460200U (en) Combined steel formwork
CN202440833U (en) Structure for supporting construction elevator base on top plate of basement
CN202544399U (en) Supporting frame for overhang floor slab with steel structure
CN201729631U (en) Truss type platform lifting device for constructing on top portions of tall and big spaces
CN102720353A (en) Post-construction one-side shear wall formwork for settlement joint of tower and construction method
CN203668971U (en) Waterproof formwork system for open trench tunnel
CN111058372A (en) Mortise and tenon socket joint formula steel trestle crossbeam and steel-pipe pile connected node
CN204940528U (en) A kind of steel structure platform beam syndeton
CN101832141A (en) Method for connecting temporary supports of tunnel
CN202787958U (en) Post-construction side shear wall mode plate for tower settlement joint
CN211596366U (en) Mortise and tenon socket joint formula steel trestle crossbeam and steel-pipe pile connected node

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
DD01 Delivery of document by public notice

Addressee: Li Jiong

Document name: Notice of termination of patent right

DD01 Delivery of document by public notice
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20131120

Termination date: 20210408

CF01 Termination of patent right due to non-payment of annual fee