CN215595002U - Auxiliary scaffold for mounting tall and big laths in place - Google Patents

Auxiliary scaffold for mounting tall and big laths in place Download PDF

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Publication number
CN215595002U
CN215595002U CN202121832031.5U CN202121832031U CN215595002U CN 215595002 U CN215595002 U CN 215595002U CN 202121832031 U CN202121832031 U CN 202121832031U CN 215595002 U CN215595002 U CN 215595002U
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frame
fixedly connected
place
lath
rods
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CN202121832031.5U
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段兵壮
刘帅杨
陈达非
袁春娟
于宏达
左梁
于小颖
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Beijing Fourth Construction & Engineering Co ltd
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Beijing Fourth Construction & Engineering Co ltd
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Abstract

The utility model provides a supplementary scaffold of taking one's place of installation of tall and big lath, including the body frame, equipment place the frame, the wheel, the lath grudging post of taking one's place, the diagonal brace, action bars and the mechanism of taking one's place, equipment place the inside of frame fixed connection, the bottom fixed connection of the lath grudging post of taking one's place is at the front end top of body frame, the top adjustable connection of diagonal brace is at the top of lath grudging post of taking one's place, the bottom fixed connection of diagonal brace is at the rear end top of body frame, the mechanism of taking one's place includes hoist engine and switch box, wire rope and fixed pulley, fixed pulley fixed connection is at the top downside of lath grudging post of taking one's place, wire rope passes the front side from the rear side of fixed pulley, the other end fixed connection suspender of wire rope. The utility model can safely and reliably erect the batten, is convenient for adjusting the flatness and the verticality of the batten after being erected, and ensures the installation in place and the quality of the batten.

Description

Auxiliary scaffold for mounting tall and big laths in place
Technical Field
The utility model belongs to a lath auxiliary in-place device, in particular to a high and large lath installation in-place auxiliary construction frame.
Background
When the lath is constructed, the lath is usually erected by manpower and then moved to the installation position. The general construction is that the upper and lower ends of the plate are temporarily fixed by wood wedges, namely, the U-shaped steel clamping method is adopted to finish the installation. When the floor is higher, the length of slat is longer, and weight is heavier, and the manual operation easily takes place accident such as toppling, and danger is great. Therefore, an auxiliary scaffold for easily erecting laths is urgently needed.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide an auxiliary scaffold for installing high and large battens in place, which aims to solve the technical problem that the high and large battens are easy to overturn by adopting manual erection and then temporary fixation.
In order to achieve the purpose, the utility model adopts the following technical scheme:
an auxiliary scaffold for installing high and large laths in place comprises a movable scaffold body, wherein the movable scaffold body comprises a main frame, an equipment placing frame, wheels, a lath in-place vertical frame, inclined supporting rods, operating rods and in-place mechanisms,
the equipment placing frame is fixedly connected inside the main frame, the wheels are positioned at four corners of the bottom of the main frame, the lath placing vertical frame is integrally formed into a plate shape, the lath placing vertical frame is vertically arranged on the main frame, the bottom of the lath placing vertical frame is fixedly connected to the top of the front end of the main frame, the top of the inclined support rod is adjustably connected to the top of the lath placing vertical frame, the bottom of the inclined support rod is fixedly connected to the top of the rear end of the main frame, the operating rod is fixedly connected to two sides of the rear end of the main frame,
the in-place mechanism comprises a winch, a switch box, a steel wire rope and a fixed pulley, the winch is arranged on the equipment placement frame, the fixed pulley is fixedly connected to the lower side of the top of the batten in-place stand frame, one end of the steel wire rope is connected with the winch to extend out and penetrates through the front side from the rear side of the fixed pulley, and a hanging piece for hanging a binding belt of a high and large batten is fixedly connected to the other end of the steel wire rope.
The lath grudging post of taking one's place includes pole setting, horizontal pole, back timber and bracing anchor strut, pole setting parallel arrangement is in both sides, the both ends fixed connection of horizontal pole is between the pole setting of both sides, the horizontal pole is provided with a set ofly along the direction of height parallel interval of pole setting, the setting is encrypted at the top position of pole setting to the horizontal pole, the back timber is parallel with the horizontal pole, the bottom fixed connection at the top of both sides pole setting at back timber both ends, the top fixed connection of bracing anchor strut is at the downside of back timber, the bottom fixed connection of bracing anchor strut is in the inboard of pole setting, the axis of pole setting, horizontal pole and bracing anchor strut all is located same vertical plane.
The vertical plane is 75-85 degrees from the horizontal plane.
The top beam is a channel steel with an upward opening, and the fixed pulley is fixedly connected to the lower side of the center of the channel steel.
The main frame comprises an upper rectangular frame and a lower rectangular frame, the upper rectangular frame and the lower rectangular frame are opposite from top to bottom and have the same structure, and the upper rectangular frame and the lower rectangular frame are fixedly connected into a whole through stand columns at four corners.
The lower rectangular frame comprises a lower cross beam and a lower longitudinal beam, the equipment placing frame comprises a main beam and a secondary beam, the main beam is transversely arranged in parallel at intervals and is provided with a group, two ends of the main beam are respectively and fixedly connected to the front end parts of the lower longitudinal beams on two sides, and two ends of the secondary beam are respectively and fixedly connected between the main beams on two sides.
The upper rectangular frame comprises an upper cross beam and an upper longitudinal beam, and the bottom ends of the vertical rods on the two sides are fixedly connected to the upper sides of the two ends of the upper cross beam.
The inclined supporting rods are two, the top ends of the inclined supporting rods are fixedly connected to the outer sides of the vertical rods on the two sides respectively, the vertical rods and the inclined supporting rods are made of steel pipes and fixedly connected through top steel pipe fasteners, the top of the rear end of the upper longitudinal beam is fixedly connected with a short cross rod, the outer side end of the short cross rod extends out of the upper longitudinal beam, the short cross rod is also made of steel pipes, and the bottom of the inclined supporting rod is fixedly connected with the short cross rod through a bottom steel pipe fastener.
The pole setting is length telescopic pole, the diagonal brace is length telescopic pole and realizes adjustable connection through adjusting length, perhaps realizes adjustable connection through different top steel pipe fastener in a set of hookup location and diagonal brace in the direction of height of pole setting.
The operating rod is horizontally arranged and fixedly connected to two sides of the top of the rear end upright post.
Compared with the prior art, the utility model has the following characteristics and beneficial effects:
the utility model designs a bearing main frame, the main frame is provided with an equipment placing frame, the top of the main frame is provided with a lath placing vertical frame, the vertical frame and the bearing main frame keep a non-90 degree, the damage of the laths is avoided in the placing and moving process, the high and large laths are prevented from overturning backwards, the equipment placing frame is provided with a winch, and the winch is matched with a pulley at the high position on the main frame to pull an adjusting steel wire rope to perform the standing action on the high and large laths, so that the laths can be safely and reliably erected, the flatness and the verticality of the laths can be conveniently adjusted after the laths are erected, and the placing and the quality of the laths are ensured.
The utility model is made of materials commonly used in construction sites, is convenient and reliable, and in order to be matched with high and large laths with different heights, the upright post of the lath positioning upright frame is designed into an adjustable rod, and the inclined support rod between the lath positioning upright frame and the main bearing frame is designed into a position adjustable mode, so that the lath positioning upright frame is convenient for site constructors to adjust and use according to the size of the lath.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings.
Fig. 1 is a schematic structural view of the present invention.
Fig. 2 is a schematic view of another angle of fig. 1.
Fig. 3 is a side view schematic of the structure of fig. 1.
Fig. 4 is an enlarged view of the top middle node of fig. 1.
Fig. 5 is an enlarged view of the bottom middle node of fig. 1.
Reference numerals: the method comprises the following steps of 1-main frame, 11-lower-layer rectangular frame, 111-lower cross beam, 112-lower longitudinal beam, 12-upper-layer rectangular frame, 121-upper cross beam, 122-upper longitudinal beam, 2-equipment placing frame, 21-main beam, 22-secondary beam, 3-wheel, 4-lath placing vertical frame, 41-vertical rod, 42-cross rod, 43-top beam, 44-diagonal reinforcing rod, 5-diagonal rod, 6-operating rod, 7-steel wire rope, 8-fixed pulley, 9-hanging piece, 10-upright post, 13-top steel pipe fastener, 14-bottom steel pipe fastener, 15-winch and switch box, 16-high and large lath, and 17-connecting short cross rod.
Detailed Description
Examples referring to figures 1 to 5, in this example, the tall and large panels to be installed in place are autoclaved aerated concrete panels. The auxiliary scaffold for installing the high and large laths in place comprises a movable scaffold body, wherein the movable scaffold body comprises a main frame 1, an equipment placing frame 2, wheels 3, a lath placing vertical frame 4, an inclined stay bar 5, an operating rod 6 and a placing mechanism.
The equipment placing frame 2 is fixedly connected inside the main frame 1, the wheels 3 are located at four corners of the bottom of the main frame 1, the lath placing vertical frame 4 is integrally platy, the lath placing vertical frame 4 is vertically arranged on the main frame, the bottom of the lath placing vertical frame 4 is fixedly connected to the top of the front end of the main frame 1, the top of the inclined strut 5 is adjustably connected to the top of the lath placing vertical frame 4, the bottom of the inclined strut 5 is fixedly connected to the top of the rear end of the main frame 1, and the operating rod is fixedly connected to two sides of the rear end of the main frame 1.
The in-place mechanism comprises a winch and a switch box 15, a steel wire rope 7 and a fixed pulley 8, the winch and the switch box 15 are arranged on the equipment placement frame 2, the fixed pulley 8 is fixedly connected to the lower side of the top of the batten in-place stand frame 4, one end of the steel wire rope 7 is connected with the winch to extend out and penetrates through the front side from the rear side of the fixed pulley 8, and a hanging piece 9 for hanging a binding belt of a high and large batten 16 is fixedly connected to the other end of the steel wire rope 7.
The lath grudging post 4 of taking one's place includes pole setting 41, horizontal pole 42, back timber 43 and bracing reinforcing rod 44, pole setting 41 parallel arrangement is in both sides, the both ends fixed connection of horizontal pole 42 is between pole setting 41 of both sides, horizontal pole 42 is provided with a set ofly along the parallel interval of direction of height of pole setting 41, horizontal pole 42 encrypts the setting in the top position of pole setting 41, back timber 43 is parallel with horizontal pole 42, and the bottom fixed connection at back timber 43 both ends is at the top of pole setting 41 of both sides, the top fixed connection of bracing reinforcing rod 44 is in the downside of back timber 43, the bottom fixed connection of bracing reinforcing rod 44 is in the inboard of pole setting 41, the axis of pole setting 41, horizontal pole 42 and bracing reinforcing rod 44 all is located same vertical plane. The vertical plane and the horizontal plane form an angle of 75-85 degrees, so that the mounting verticality of the laths is not influenced when the high and large laths are mounted.
The top beam 43 is a channel steel with an upward opening, and the fixed pulley 8 is fixedly connected to the lower side of the center of the channel steel.
The main frame 1 comprises an upper rectangular frame 12 and a lower rectangular frame 11, the upper rectangular frame and the lower rectangular frame are opposite from top to bottom and have the same structure, and the upper rectangular frame and the lower rectangular frame are fixedly connected into a whole through upright posts 10 at four corners. The lower rectangular frame 11 comprises a lower cross beam 111 and a lower longitudinal beam 112, the equipment placing frame 2 comprises a main beam 21 and a secondary beam 22, the main beam 21 is transversely provided with a group of beams at parallel intervals, two ends of the main beam 21 are respectively fixedly connected to the front end parts of the lower longitudinal beams 112 on two sides, and two ends of the secondary beam 22 are respectively fixedly connected between the main beams 21 on two sides. The upper-layer rectangular frame 12 comprises an upper cross beam 121 and an upper longitudinal beam 122, and the bottom ends of the two side vertical rods 41 are fixedly connected to the upper sides of the two ends of the upper cross beam 121.
The number of the inclined supporting rods 5 is two, the top ends of the inclined supporting rods are respectively and fixedly connected to the outer sides of the upright rods 41 on the two sides, the upright rods 41 and the inclined supporting rods 5 are made of steel pipes, the top ends of the upright rods are fixedly connected with top steel pipe fasteners 13, the top of the rear end of the upper longitudinal beam 122 is respectively and fixedly connected with a connecting short cross rod 17, the outer side end of the connecting short cross rod 17 extends out of the upper longitudinal beam 122, the connecting short cross rod 17 is also made of steel pipes, and the bottoms of the inclined supporting rods 5 are fixedly connected with the connecting short cross rod 17 through bottom steel pipe fasteners 14.
The vertical rod 41 is a telescopic rod with a telescopic length, the inclined strut 5 is a telescopic rod with a telescopic length and is connected adjustably by adjusting the length, or the inclined strut 5 is connected adjustably by a group of top steel pipe fasteners 13 with different connecting positions in the height direction of the vertical rod 41. The telescopic rod can be realized by sleeving two round steel tubes with different diameters and fixing the relative positions through the clamping hoop.
The operating rod 6 is horizontally arranged and fixedly connected to both sides of the top of the rear end pillar 10.
In this embodiment, the main frame is formed by welding square steel, and the equipment placement frame is formed by welding profile steel, and may be angle steel. In the lath grudging post of taking one's place, the pole setting is the circular steel tube, and the horizontal pole is the circular steel tube or reinforcing bar, and the bracing stiffener is the reinforcing bar. The diagonal brace is a round steel pipe, and the operating rod is a section steel or a steel pipe. Wherein the cross bars are one at every 500mm distance.
The using process of the utility model is as follows:
firstly, wheels, round steel pipes, square steel, reinforcing steel bars, fixed pulleys, scaffold fasteners and the like are connected to form a movable frame body on site, then the lath in-place stand is subjected to adaptive height adjustment according to the height of a high and large lath to be erected, and the length or the connecting position of an inclined strut is adjusted; the height of the lath in-place stand is ensured to be not less than that of the high lath.
And step two, arranging a winch and a switch box in the movable frame body, then drawing out a steel wire rope in the winch to penetrate through the fixed pulley, and fixedly connecting a lifting hook at the bottom end of the steel wire rope.
Step three, after the high and large laths are transported to a proper position on the front side of the movable frame body, a starting button is pressed down to lower the steel wire rope, the starting button is closed at a proper position, and the nylon belt binding the high and large laths is hung on a lifting hook; and after the detection is reliable, starting a recovery key, recovering the steel wire rope, and slowly lifting the tall and big laths to be vertical.
Step four, after the high and large laths are separated from the material conveying vehicle, the material conveying vehicle is moved away; and continuing to slowly lift until the completely high and large lath is erected, and then finishing the subsequent work.

Claims (10)

1. The utility model provides a supplementary scaffold of high big lath installation in place which characterized in that: comprises a movable frame body, the movable frame body comprises a main frame (1), an equipment placing frame (2), wheels (3), a lath positioning vertical frame (4), an inclined stay bar (5), an operating rod (6) and a positioning mechanism,
the equipment placing frame (2) is fixedly connected inside the main frame (1), the wheels (3) are positioned at four corners of the bottom of the main frame (1), the lath placing vertical frame (4) is integrally platy, the lath placing vertical frame (4) is erected on the main frame, the bottom of the lath placing vertical frame (4) is fixedly connected to the top of the front end of the main frame (1), the top of the inclined stay bar (5) is adjustably connected to the top of the lath placing vertical frame (4), the bottom of the inclined stay bar (5) is fixedly connected to the top of the rear end of the main frame (1), the operating rod is fixedly connected to two sides of the rear end of the main frame (1),
the in-place mechanism comprises a winch, a switch box (15), a steel wire rope (7) and a fixed pulley (8), the winch and the switch box (15) are arranged on the equipment placement frame (2), the fixed pulley (8) is fixedly connected to the lower side of the top of the batten in-place stand frame (4), one end of the steel wire rope (7) is connected with the winch to extend out and penetrates through the front side from the rear side of the fixed pulley (8), and a hanging piece (9) for hanging a binding belt of a high and large batten (16) is fixedly connected to the other end of the steel wire rope (7).
2. A tall slat setting in place auxiliary scaffold as claimed in claim 1, wherein: the lath in-place stand (4) comprises upright rods (41), cross rods (42), top beams (43) and diagonal bracing reinforcing rods (44), the upright stanchions (41) are arranged on two sides in parallel, two ends of the cross bar (42) are fixedly connected between the upright stanchions (41) on two sides, the cross rods (42) are arranged in parallel at intervals along the height direction of the vertical rods (41), the cross rods (42) are arranged at the top parts of the vertical rods (41) in an encrypted manner, the top beams (43) are parallel to the cross rods (42), the bottoms of the two ends of the top beams (43) are fixedly connected to the top parts of the vertical rods (41) at the two sides, the top end of the diagonal bracing reinforcing rod (44) is fixedly connected to the lower side of the top beam (43), the bottom end of the diagonal bracing reinforcing rod (44) is fixedly connected to the inner side of the vertical rod (41), the vertical rods (41), the cross rods (42) and the diagonal bracing reinforcing rods (44) are all located on the same vertical plane.
3. A tall slat setting in place auxiliary scaffold as claimed in claim 2, wherein: the vertical plane is 75-85 degrees from the horizontal plane.
4. A tall slat setting in place auxiliary scaffold as claimed in claim 2, wherein: the top beam (43) is a channel steel with an upward opening, and the fixed pulley (8) is fixedly connected to the lower side of the center of the channel steel.
5. A tall slat setting aid scaffold as claimed in any of claims 2 to 4, wherein: the main frame (1) comprises an upper rectangular frame (12) and a lower rectangular frame (11), the upper rectangular frame and the lower rectangular frame are opposite to each other and have the same structure, and the upper rectangular frame and the lower rectangular frame are fixedly connected into a whole through upright columns (10) at four corners.
6. A tall slat setting in place auxiliary scaffold as claimed in claim 5, wherein: lower floor's rectangle frame (11) includes bottom end rail (111) and longitudinal girder (112), equipment place frame (2) include girder (21) and secondary beam (22), girder (21) horizontal parallel interval is provided with a set ofly, and the both ends of girder (21) are the preceding tip of fixed connection in the bottom end rail (112) of both sides respectively, the both ends of secondary beam (22) are fixed connection respectively between girder (21) of both sides.
7. A tall slat setting in place auxiliary scaffold as claimed in claim 6, wherein: the upper-layer rectangular frame (12) comprises an upper cross beam (121) and an upper longitudinal beam (122), and the bottom ends of the vertical rods (41) on the two sides are fixedly connected to the upper sides of the two ends of the upper cross beam (121).
8. A tall slat setting in place auxiliary scaffold as claimed in claim 7, wherein: the two inclined supporting rods (5) are respectively fixedly connected to the outer sides of the vertical rods (41) on the two sides at the top ends of the two inclined supporting rods, the vertical rods (41) and the inclined supporting rods (5) are made of steel pipes and fixedly connected through top steel pipe fasteners (13), the rear end top of the upper longitudinal beam (122) is fixedly connected with a connecting short cross rod (17), the outer side end of the connecting short cross rod (17) extends out of the upper longitudinal beam (122), the connecting short cross rod (17) is also made of steel pipes, and the bottom of the inclined supporting rods (5) is fixedly connected with the connecting short cross rod (17) through a bottom steel pipe fastener (14).
9. A tall slat setting in place auxiliary scaffold as claimed in claim 8, wherein: the vertical rod (41) is a telescopic rod with adjustable length, and the inclined strut (5) is connected with the inclined strut (5) in an adjustable manner by adjusting the length of the telescopic rod or by a group of top steel pipe fasteners (13) with different connecting positions in the height direction of the vertical rod (41).
10. A tall slat setting in place auxiliary scaffold as claimed in claim 5, wherein: the operating rod (6) is horizontally arranged and fixedly connected to two sides of the top of the rear end upright post (10).
CN202121832031.5U 2021-08-06 2021-08-06 Auxiliary scaffold for mounting tall and big laths in place Active CN215595002U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202121832031.5U CN215595002U (en) 2021-08-06 2021-08-06 Auxiliary scaffold for mounting tall and big laths in place

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Application Number Priority Date Filing Date Title
CN202121832031.5U CN215595002U (en) 2021-08-06 2021-08-06 Auxiliary scaffold for mounting tall and big laths in place

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CN202121832031.5U Active CN215595002U (en) 2021-08-06 2021-08-06 Auxiliary scaffold for mounting tall and big laths in place

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115596247A (en) * 2022-09-26 2023-01-13 中建二局第三建筑工程有限公司(Cn) Inclined-pulling type full-column dismantling and transferring operation frame and construction method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115596247A (en) * 2022-09-26 2023-01-13 中建二局第三建筑工程有限公司(Cn) Inclined-pulling type full-column dismantling and transferring operation frame and construction method thereof

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