CN212897513U - Novel vertical rod for erecting full scaffold - Google Patents

Novel vertical rod for erecting full scaffold Download PDF

Info

Publication number
CN212897513U
CN212897513U CN202020511048.XU CN202020511048U CN212897513U CN 212897513 U CN212897513 U CN 212897513U CN 202020511048 U CN202020511048 U CN 202020511048U CN 212897513 U CN212897513 U CN 212897513U
Authority
CN
China
Prior art keywords
rod
screw rod
adjusting screw
lead screw
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.)
Active
Application number
CN202020511048.XU
Other languages
Chinese (zh)
Inventor
王超
王政功
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.)
MCC Tiangong Group Corp Ltd
Original Assignee
MCC Tiangong Group Corp 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 MCC Tiangong Group Corp Ltd filed Critical MCC Tiangong Group Corp Ltd
Priority to CN202020511048.XU priority Critical patent/CN212897513U/en
Application granted granted Critical
Publication of CN212897513U publication Critical patent/CN212897513U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Movable Scaffolding (AREA)

Abstract

A novel full hall scaffold erects pole setting, include: the upright rod body is used for supporting the lifting sleeve; the upright rod body comprises a hollow rod body, an adjusting screw rod is arranged at the top of the rod body, and an adjusting nut is screwed on the adjusting screw rod; the lifting sleeve is used for supporting the screw rod; the lifting sleeve comprises a barrel body with an open top, the barrel body is arranged in the rod body, a fixing ring is arranged on the edge of the top of the barrel body, a fixing hole is formed in the fixing ring corresponding to the position of the adjusting screw rod, the adjusting screw rod is correspondingly inserted into the fixing hole, and the adjusting nut supports the fixing ring; the screw rod is used for fixing the scaffold; the lead screw is arranged in the cylinder body. The utility model provides a pair of novel full hall scaffold puts up pole setting can realize pole setting level and height control, job site strong adaptability, easy operation, and site operation need not cut the steel pipe again, can repetitious usage, and the high-usage.

Description

Novel vertical rod for erecting full scaffold
Technical Field
The utility model belongs to the technical field of the scaffold frame, concretely relates to novel full hall scaffold frame sets up pole setting.
Background
Summarizing the past construction experience, when carrying out full hall scaffold frame and setting up, the pole setting body's that is used for the support that chooses for use height should be suitable, if discovery has when great deviation, will cut longer steel pipe, carries out the adjustment of height to the jackscrew again.
The height and the verticality of the upper jackscrew are difficult to control in actual construction, and JGJ231-2010 has requirements on the height of the jackscrew: the length of a cantilever of the adjustable jacking extending out of the top horizontal rod or the double-channel steel joist is strictly forbidden to exceed 650mm, the exposed length of the screw rod is strictly forbidden to exceed 400mm, and the length of the adjustable bracket inserted into the upright rod body or the double-channel steel girder is not less than 150 mm. But when using traditional technology to carry out the construction, the discovery is when carrying out full hall scaffold and consolidate, and the jackscrew position at pole setting body top can't guarantee pinpointing, because jackscrew lead screw position often is slightly littleer than the steel pipe internal diameter, can cause the lead screw to remove inside the steel pipe, can't guarantee that the scaffold puts up the quality. And after the scaffold is erected, the length part of the top screw is often difficult to effectively inspect when the scaffold is inspected, the screw cannot meet the standard requirement, and particularly, effective inspection cannot be achieved on parts with special shapes, such as inclined roof parts, so that the quality is guaranteed.
In particular, the disadvantages of the prior art are as follows:
(1) there is no way to finely adjust the height of the pole body;
(2) the damage of the original frame body is easily caused when the secondary inspection is carried out;
(3) when the height of the jackscrew is adjusted, no way is provided for ensuring the verticality of the upright stanchion body and the jackscrew;
(4) the original frame body needs to climb to the top of the frame body for inspection when being installed, and the operation is complex;
(5) the field use fasteners are too many and are easy to lose.
SUMMERY OF THE UTILITY MODEL
In order to solve the above problem, the utility model provides a novel full hall scaffold sets up pole setting, include:
the upright rod body is used for supporting the lifting sleeve; the upright rod body comprises a hollow rod body, an adjusting screw rod is arranged at the top of the rod body, and an adjusting nut is screwed on the adjusting screw rod;
the lifting sleeve is used for supporting the screw rod; the lifting sleeve comprises a barrel body with an open top, the barrel body is arranged in the rod body, a fixing ring is arranged on the edge of the top of the barrel body, a fixing hole is formed in the fixing ring corresponding to the position of the adjusting screw rod, the adjusting screw rod is correspondingly inserted into the fixing hole, and the adjusting nut supports the fixing ring;
the screw rod is used for fixing the scaffold; the lead screw is arranged in the cylinder body.
Preferably, the bottom of the shaft is provided with a bottom plate.
Preferably, an observation window is arranged on the side wall of the rod body, and scales are arranged at the observation window.
Preferably, a support ring is arranged at the top edge of the rod body, and the adjusting screw is arranged on the support ring.
Preferably, the lead screw comprises a lead screw main body, and the lead screw main body is arranged in the cylinder body.
Preferably, a screw rod supporting frame is arranged at the top of the screw rod main body.
The utility model provides a pair of novel full hall scaffold puts up pole setting can realize pole setting level and height control, job site strong adaptability, easy operation, and site operation need not cut the steel pipe again, can repetitious usage, and the high-usage.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without inventive exercise.
Fig. 1 is a schematic view of the overall structure of a novel vertical rod erected on a full hall scaffold provided by the utility model;
fig. 2 is a schematic structural view of a vertical rod body in a novel full hall scaffold erected vertical rod provided by the utility model;
fig. 3 is a schematic structural view of a lifting sleeve in a vertical rod erected by the novel full hall scaffold provided by the utility model;
fig. 4 is the utility model provides a pair of novel full hall scaffold sets up the structural sketch map of lead screw in pole setting.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention will be described in detail with reference to the accompanying drawings. It should be understood that the description is intended to be illustrative only and is not intended to limit the scope of the present invention. Moreover, in the following description, descriptions of well-known structures and techniques are omitted so as to not unnecessarily obscure the concepts of the present invention.
In the embodiments of the present application, as shown in fig. 1-4, the present application provides a novel full hall scaffold erection pole, including: a pole body 10, a lifting sleeve 20 and a screw rod 30, each of which is described in detail below.
In the embodiments of the present application, as shown in fig. 1-4, the present application provides a novel full hall scaffold erection pole, including:
the upright rod body 10 is used for supporting the lifting sleeve 20; the upright rod body 10 comprises a hollow rod body 11, an adjusting screw rod 12 is arranged at the top of the rod body 11, and an adjusting nut 13 is screwed on the adjusting screw rod 12;
a lifting sleeve 20 for supporting the lead screw 30; the lifting sleeve 20 comprises a barrel body 21 with an open top, the barrel body 21 is arranged in the rod body 11, a fixing ring 22 is arranged on the edge of the top of the barrel body 21, a fixing hole 23 is formed in the fixing ring 22 corresponding to the position of the adjusting screw 12, the adjusting screw 12 is correspondingly inserted into the fixing hole 23, and the adjusting nut 13 supports the fixing ring 22;
the screw rod 30 is used for fixing the scaffold; the lead screw 30 is disposed in the barrel 21.
When the vertical rod is used, the bottom end of the vertical rod body 10 is firstly fixed on the ground, then the lifting sleeve 20 extends into the rod body 11, meanwhile, the fixing hole 22 on the fixing ring 22 is aligned with the adjusting screw 12, the adjusting screw 12 is inserted into the fixing hole 22, meanwhile, the height of the adjusting nut 13 on the adjusting screw 12 is adjusted according to requirements, and finally, the screw rod 30 is placed in the cylinder body 21, and the scaffold is fixed on the screw rod 30.
In the embodiment of the present application, as shown in fig. 1 to 4, a bottom plate 14 is provided at the bottom of the shaft 11. The base plate 14 has a large area, and can firmly support and fix the shaft 11 on the ground.
In the embodiment of the present application, as shown in fig. 1 to 4, a viewing window 15 is provided on a side wall of the shaft 11, and a scale is provided at the viewing window 15. The height of the adjusting nut 13 on the adjusting screw 12 can be selected by observing the scale at the window 15, so that the height of the barrel 21 in the shaft 11 meets the requirement of the height of the lead screw 30.
In the embodiment of the present application, as shown in fig. 1 to 4, a support ring 16 is provided on the top edge of the shaft 11, and the adjusting screw 12 is provided on the support ring 16. The support ring 16 may provide a mounting base for the adjustment screw 12 and may also be used to support the retainer ring 22.
As shown in fig. 1 to 4, in the embodiment of the present application, the lead screw 30 includes a lead screw body 31, and the lead screw body 31 is disposed in the barrel 21. The length of the lead screw body 31 can be selected as required, and can be accommodated in the barrel 21.
As shown in fig. 1 to 4, in the embodiment of the present application, a screw support bracket 32 is disposed on the top of the screw body 31. The lead screw support frame 32 can be used to secure scaffolding, the shape of which can be selected as desired.
The utility model provides a pair of novel full hall scaffold puts up pole setting can realize pole setting level and height control, job site strong adaptability, easy operation, and site operation need not cut the steel pipe again, can repetitious usage, and the high-usage.
It is to be understood that the above-described embodiments of the present invention are merely illustrative of or explaining the principles of the invention and are not to be construed as limiting the invention. Therefore, any modification, equivalent replacement, improvement and the like made without departing from the spirit and scope of the present invention should be included in the protection scope of the present invention. Further, it is intended that the appended claims cover all such variations and modifications as fall within the scope and boundaries of the appended claims or the equivalents of such scope and boundaries.

Claims (6)

1. The utility model provides a novel full hall scaffold puts up pole setting which characterized in that includes:
the upright rod body is used for supporting the lifting sleeve; the upright rod body comprises a hollow rod body, an adjusting screw rod is arranged at the top of the rod body, and an adjusting nut is screwed on the adjusting screw rod;
the lifting sleeve is used for supporting the screw rod; the lifting sleeve comprises a barrel body with an open top, the barrel body is arranged in the rod body, a fixing ring is arranged on the edge of the top of the barrel body, a fixing hole is formed in the fixing ring corresponding to the position of the adjusting screw rod, the adjusting screw rod is correspondingly inserted into the fixing hole, and the adjusting nut supports the fixing ring;
the screw rod is used for fixing the scaffold; the lead screw is arranged in the cylinder body.
2. A new type full hall scaffold erecting pole according to claim 1, wherein a bottom plate is arranged at the bottom of the pole body.
3. The novel full framing erection pole of claim 1, wherein the side wall of the pole body is provided with an observation window, and the observation window is provided with scales.
4. A new type full framing scaffold erecting pole according to claim 1, wherein said top edge of said rod body is provided with a support ring, said adjusting screw being provided on said support ring.
5. The new full hall scaffold erecting pole of claim 1, wherein said lead screw comprises a lead screw body, said lead screw body is disposed in said barrel.
6. The novel full framing upright rod of claim 5, wherein a lead screw support frame is arranged at the top of the lead screw main body.
CN202020511048.XU 2020-04-09 2020-04-09 Novel vertical rod for erecting full scaffold Active CN212897513U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020511048.XU CN212897513U (en) 2020-04-09 2020-04-09 Novel vertical rod for erecting full scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020511048.XU CN212897513U (en) 2020-04-09 2020-04-09 Novel vertical rod for erecting full scaffold

Publications (1)

Publication Number Publication Date
CN212897513U true CN212897513U (en) 2021-04-06

Family

ID=75227099

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202020511048.XU Active CN212897513U (en) 2020-04-09 2020-04-09 Novel vertical rod for erecting full scaffold

Country Status (1)

Country Link
CN (1) CN212897513U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111456408A (en) * 2020-04-09 2020-07-28 中冶天工集团有限公司 Novel full-space scaffold erecting upright rod and full-space scaffold erecting method based on same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111456408A (en) * 2020-04-09 2020-07-28 中冶天工集团有限公司 Novel full-space scaffold erecting upright rod and full-space scaffold erecting method based on same

Similar Documents

Publication Publication Date Title
CN203603586U (en) Equipment support regulating device
CN110016938B (en) Positioning and verticality adjusting device for rectangular lattice column of reverse construction method foundation pit
CN212897513U (en) Novel vertical rod for erecting full scaffold
CN112663613A (en) Verticality control device and verticality control method for latticed column
CN215715613U (en) Freezing pipe deviational survey frame
CN212927107U (en) Diagonal brace for prefabricated wall panel construction
CN109898871A (en) Inclined in two-way steel column mounting and positioning device and localization method
CN108729640A (en) A kind of supporting rack of assembled architecture cantilevered plate and overhanging method of plate installation
CN111456408A (en) Novel full-space scaffold erecting upright rod and full-space scaffold erecting method based on same
CN218373921U (en) Z-shaped steel embedded part positioning auxiliary device
CN214116620U (en) Adjustable support for accurate positioning of permanent double-steel-pipe column
CN211574610U (en) Fixing device for land surveying instrument with prevent wind function
CN209162880U (en) A kind of photovoltaic bracket basis for heavy grade landform
CN219045297U (en) Scaffold upright rod supporting and fixing device for stair template inclined plane
CN218894190U (en) Integrated assembly type steel structure building
CN221505989U (en) Hammer ball wind shielding device for mine underground wire measurement
CN113323361B (en) Construction method of high-altitude supporting operation frame based on bottom steel platform
CN217518281U (en) Laser control system for jacking water tank
CN221919781U (en) Steel column fixing platform capable of accurately leveling and recycling
CN221685977U (en) Automatic lifting dust fall collecting device
CN214219744U (en) Positioning device for deep casting well
CN215211159U (en) Coincide piping lane installation accuracy control device
CN213706534U (en) Measuring and paying-off platform for foundation slab
CN216665083U (en) Adjustable pole for counting number of leather
CN218438292U (en) Roller die construction device

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant