CN211850684U - Detachable and movable combined scaffold - Google Patents

Detachable and movable combined scaffold Download PDF

Info

Publication number
CN211850684U
CN211850684U CN201921679187.7U CN201921679187U CN211850684U CN 211850684 U CN211850684 U CN 211850684U CN 201921679187 U CN201921679187 U CN 201921679187U CN 211850684 U CN211850684 U CN 211850684U
Authority
CN
China
Prior art keywords
frame
inserted bar
stand
crossbeam
steel pipe
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
CN201921679187.7U
Other languages
Chinese (zh)
Inventor
刘刚
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.)
Tangshan Iron and Steel Group Co Ltd
HBIS Co Ltd Tangshan Branch
Original Assignee
Tangshan Iron and Steel Group Co Ltd
HBIS Co Ltd Tangshan Branch
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 Tangshan Iron and Steel Group Co Ltd, HBIS Co Ltd Tangshan Branch filed Critical Tangshan Iron and Steel Group Co Ltd
Priority to CN201921679187.7U priority Critical patent/CN211850684U/en
Application granted granted Critical
Publication of CN211850684U publication Critical patent/CN211850684U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Ladders (AREA)

Abstract

The utility model provides a can dismantle and combination scaffold frame that removes, belongs to maintenance of equipment technical field for highly build the scaffold frame as required. The technical scheme is as follows: the technical scheme is as follows: the stand is long steel pipe, the inserted frame is horizontally square steel structural framework, the inserted frame comprises crossbeam and inserted bar, the crossbeam is long steel pipe, the inserted bar is short steel pipe or round steel rod, the external diameter of inserted bar and the inner aperture phase-match of stand, four crossbeams are constituteed the four sides of inserting the frame, four inserted bars are located the four corners of inserting the frame, the inserted bar is perpendicular with the crossbeam, the both ends of four crossbeams respectively with the middle part welded connection of four inserted bars, the hole at stand both ends is pegged graft mutually with the top inserted bar or the below inserted bar of inserting the frame respectively, there is the couple the upper end of cat ladder, the couple is hung on the crossbeam of inserting the frame. The utility model discloses simple structure, construction convenience can build in narrow and small place in space, and the needs that adapt to different space heights build easily, can dismantle fast and remove, practices thrift manpower and material, reduction in production cost.

Description

Detachable and movable combined scaffold
Technical Field
This practical new type relates to one kind can simply dismantle and highly make up as required and install the scaffold frame additional, belongs to maintenance of equipment technical field.
Background
In municipal construction, small-scale maintenance work for houses is often required, and limited overhead construction is required for the maintenance work; meanwhile, in enterprise production, overhead operation is often required in a workshop or a production field. The common characteristics of the maintenance work and the overhead operation are that on one hand, the operation is carried out at the high altitude, and a scaffold needs to be built; on the other hand, due to the small construction scale or the narrow site, the necessity and feasibility of building a large scaffold are not high. These conditions present difficulties for the constructors: the large scaffold is time-consuming and labor-consuming to build, so that the construction cost is increased; and a scaffold is not built, so that the construction difficulty is high, and even the construction is difficult. Therefore, constructors hope that technical personnel can adopt two completely beautiful technical schemes to solve the problem urgently.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem that a can dismantle and the combination scaffold frame that removes is provided, this kind of scaffold frame can be built in the narrow and small place in space, can carry out the modularization combination, adapts to the needs of different space heights to it is easy to build, can reduction in production cost.
The technical scheme for solving the technical problems is as follows:
the utility model provides a can dismantle and combination scaffold frame that removes, it includes the stand, insert the frame, the cat ladder, the stand is long steel pipe, it is horizontally square steel structural framework to insert the frame, it comprises crossbeam and inserted bar to insert the frame, the crossbeam is long steel pipe, the inserted bar is short steel pipe or round steel rod, the external diameter of inserted bar and the interior aperture phase-match of stand, four crossbeams are constituteed the four sides of inserting the frame, four inserted bars are located the four corners of inserting the frame, the inserted bar is perpendicular with the crossbeam, the both ends of four crossbeams respectively with the middle part welded connection of four inserted bars, the hole at stand both ends is pegged graft with the top inserted bar or the below inserted bar of inserting the frame respectively mutually, there is the couple in the upper end of cat ladder, the couple.
Above-mentioned combination scaffold frame dismantled and removed, it has the lantern ring to overlap respectively on four inserted bars of plug-in frame, the internal diameter of the lantern ring and the external diameter phase-match of inserted bar, lantern ring and inserted bar welded connection, the both ends of four crossbeams respectively with the outside lantern ring welded connection of four inserted bars.
Above-mentioned combination scaffold frame dismantled and removed, two welded connection has the bracing between the stand, and two bracing are alternately placed, and the both ends of two bracing are welded respectively on the upper portion and the lower part of two stands, and cross department welded connection in the middle of two bracing.
The utility model has the advantages that:
the utility model discloses a scaffold frame adopts stand and the integrated configuration of inserting the frame, inserts the frame and be overall structure's grafting part, and the stand is pegged graft on the inserted bar of inserting the frame, can upwards build the successive layer, and the structure is safe firm, and the cat ladder upper end couple is connected with the crossbeam of inserting the frame, and is very convenient from top to bottom.
The utility model discloses simple structure, construction convenience have solved the problem that space limitation and construction cost are high, can build in the narrow and small place in space, carry out the modularization combination, and it is easy to adapt to the needs of different space heights, can dismantle fast and remove, practices thrift manpower and material, reduction in production cost simultaneously to build easily.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
The figures are labeled as follows: the ladder comprises a stand column 1, an inserting frame 2, a ladder stand 3, a cross beam 4, an inserting rod 5, a lantern ring 6, a pull support 7 and a pull rod 8.
Detailed Description
The utility model discloses by stand 1, insert frame 2, cat ladder 3, brace 7, pull rod 8 and constitute.
The figure shows that the vertical column 1 is a long steel pipe and is a main part for building the scaffold upwards.
The figure shows that the upper and lower upright posts 1 of the scaffold are connected by the inserting frame 2. The inserting frame 2 is a horizontal square steel structure frame, the inserting frame 2 is composed of a cross beam 4 and an inserting rod 5, the cross beam 4 is used as an integral connecting structure of the inserting frame 2, and the inserting rod 5 is used for being inserted into the upright posts 1 on the upper side and the lower side of the inserting frame 2.
The drawing shows that the cross beams 4 are long steel pipes, the inserted bars 5 are short steel pipes or round steel rods, the outer diameters of the inserted bars 5 are matched with the inner apertures of the stand columns 1, four cross beams 4 form four sides of the inserted frame 2, the four inserted bars 5 are located at four corners of the inserted frame 2, the inserted bars 5 are perpendicular to the cross beams 4, and two ends of the four cross beams 4 are respectively connected with the middle portions of the 5 inserted bars 5 in a welding mode.
The drawing shows that the cross beam 4 is directly welded with the inserted rods 5 and is easy to open or damage in use, therefore, lantern rings 6 are respectively added on the four inserted rods 5 of the insertion frame 2, the inner diameter of the lantern ring 6 is matched with the outer diameter of the inserted rods 5, the lantern ring 6 is welded with the inserted rods 5, two ends of the four cross beams 4 are respectively welded with the lantern rings 6 outside the four inserted rods 5, and after twice welding, the cross beam 4 is firmly connected with the inserted rods 5 and is not easy to damage.
The drawing shows that the two upright posts 1 are connected with the bracing 7 in a welding way, the two bracing 7 are arranged in a cross way, two ends of the two bracing 7 are respectively welded at the upper part and the lower part of the two upright posts 1, and the middle cross part of the two bracing 7 is connected in a welding way. Increase and draw and prop 7 and can make and form the restraint between the stand 1, make stand 1 and the connection of inserting frame 2 fixed, and then make scaffold overall structure more stable, firm.
The drawing shows that a pull rod 8 can be welded between the two cross beams 4 of the insertion frame 2, the pull rod 8 is perpendicular to the cross beams 4, and the pull rod 8 can increase the strength of the insertion frame 2.
The upper end of the ladder stand 3 is provided with a hook which is hung on a cross beam 4 of the inserting frame 2, and one section of the ladder stand 3 can be added when one section of the inserting frame 2 is added, so that the ladder stand is very convenient to use.
The utility model discloses a use method as follows:
after the place for building the scaffold is determined, the ground is leveled so that the scaffold is stable;
firstly, placing an inserting frame 2 on the ground, wherein an inserting rod 5 below the inserting frame 2 can be used as a supporting leg of the scaffold and is stably contacted with the ground;
then, the lower ends of two groups of four upright posts 1 welded and connected by a stay 7 are inserted into the upper inserted rods 5 of the first inserted frame 2, and the lower inserted rods 5 of the second inserted frame 2 are inserted into the upper end inner holes of the four upright posts 1;
thirdly, inserting the lower ends of the two groups of upright posts 1 on the second layer into the upper inserting rods 5 of the second inserting frame 2 respectively, and continuously inserting the lower inserting rods 5 of the third inserting frame 2 into the upper end inner holes of the four upright posts 1 on the second layer;
and sequentially building up the scaffold to a preset scaffold height. In the building process, the crawling ladder 3 is placed layer by layer so as to facilitate construction.
The utility model discloses an embodiment as follows:
the upright column 1 adopts a rack pipe with the outer diameter of 48mm and the wall thickness of 3.5mm, and the length is 1800 mm;
the beam 4 of the inserting frame 2 adopts a rack pipe with the thickness of 48mm and the wall thickness of 3.5mm, and the length is 1250 mm;
the inserted bar 5 of the inserted frame 2 is a one-inch steel pipe with the length of 100 mm;
the lantern ring 6 of the inserting frame 2 adopts a 48mm round steel rod, and the length is 20 mm;
the length of the stay 7 is 1900 mm.

Claims (3)

1. The utility model provides a can dismantle and combination scaffold frame that removes which characterized in that: it comprises a vertical column (1) and an inserting frame (2), cat ladder (3), stand (1) is long steel pipe, insert frame (2) and be horizontally square steel structural framework, insert frame (2) and constitute by crossbeam (4) and inserted bar (5), crossbeam (4) are long steel pipe, inserted bar (5) are short steel pipe or round steel rod, the external diameter of inserted bar (5) and the inner aperture phase-match of stand (1), four crossbeams (4) are constituteed and are inserted the four sides of frame (2), four inserted bar (5) are located the four corners of inserting frame (2), inserted bar (5) are perpendicular with crossbeam (4), the both ends of four crossbeams (4) are respectively with the middle part welded connection of four inserted bar (5), the hole at stand (1) both ends is pegged graft with top inserted bar (5) or below inserted bar (5) of inserting frame (2) respectively, the upper end of cat ladder (3) has the couple, the couple is hung on crossbeam (4) of inserting frame (2).
2. The removable and removable combined scaffolding as claimed in claim 1, wherein: the four inserted bars (5) of the inserted frame (2) are sleeved with sleeve rings (6) respectively, the inner diameters of the sleeve rings (6) are matched with the outer diameters of the inserted bars (5), the sleeve rings (6) are connected with the inserted bars (5) in a welded mode, and the two ends of the four cross beams (4) are connected with the sleeve rings (6) outside the four inserted bars (5) in a welded mode respectively.
3. The removable and removable combined scaffolding as claimed in claim 1, wherein: two welded connection has bracing (7) between stand (1), and two bracing (7) are alternately placed, and the both ends of two bracing (7) weld respectively in the upper portion and the lower part of two stand (1), cross department welded connection in the middle of two bracing (7).
CN201921679187.7U 2019-10-09 2019-10-09 Detachable and movable combined scaffold Active CN211850684U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921679187.7U CN211850684U (en) 2019-10-09 2019-10-09 Detachable and movable combined scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921679187.7U CN211850684U (en) 2019-10-09 2019-10-09 Detachable and movable combined scaffold

Publications (1)

Publication Number Publication Date
CN211850684U true CN211850684U (en) 2020-11-03

Family

ID=73130464

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201921679187.7U Active CN211850684U (en) 2019-10-09 2019-10-09 Detachable and movable combined scaffold

Country Status (1)

Country Link
CN (1) CN211850684U (en)

Similar Documents

Publication Publication Date Title
CN211034650U (en) Cable pay-off rack
CN211736298U (en) Double-rod diagonal cantilever scaffold
CN210598185U (en) Shaped steel platform of unloading of encorbelmenting of fast-assembling quick detach
CN211850684U (en) Detachable and movable combined scaffold
CN104343234A (en) Simple steel operation platform for civil residential elevator shaft and manufacturing method
CN211421171U (en) Cast-in-place utility tunnel movable support platform truck formwork system
CN104453243B (en) Cast-in-situ concrete beam steadily enters the erection device and method of mould
JP5931819B2 (en) Underground beam rebar placement method using separate vertical frame for underground beam rebar and its stand
JP2010090633A (en) Prefabricated work platform for cylindrical concrete structure
CN204266194U (en) Fender post construction reinforcing cage installation structure below a kind of high-voltage line
CN209874434U (en) Simple and easy scaffold frame of encorbelmenting of building high latitude
CN211640388U (en) Concrete test block maintenance frame convenient to dismantle and install
CN216109609U (en) A retractable scaffold frame for ladder space
CN219746187U (en) Vertical pipe gallery mould steel reinforcement cage ligature support
CN209011622U (en) The vertical ladder cage of construction
CN218575331U (en) Cone welding platform
JP5723932B2 (en) How to build a scaffold in a boiler
CN209556318U (en) A bracket formula bearing structure for scaffold frame is set up
CN218597919U (en) Instrument formula can be dismantled and enclose fender
CN215888609U (en) Connecting structure of steel pipe upright post and concrete support
CN217398265U (en) Large-scale pipeline hoist and mount installation device
CN218714954U (en) Silo instrument formula storehouse top supporting platform
CN211102482U (en) Pipe truss welding frock
CN217680774U (en) Encircling ladder cage for pier construction
CN211759355U (en) Hanging basket for high-altitude welding

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant