CN218176590U - Scaffold erecting structure under irregular complex facade modeling - Google Patents

Abstract

The utility model discloses a belong to scaffold and set up technical field, specifically be the structure is set up to scaffold under the molding of irregular complicated facade, including wall body one and wall body two, still include: the first connecting assembly is erected on the scaffold and is arranged on the first wall body; second coupling assembling who sets up scaffold, second coupling assembling installs on wall body two, first coupling assembling includes I-steel and fixing base, the I-steel passes through the fixing base and installs the upper end at wall body one, the beneficial effects of the utility model are that: through adopting socket joint type dish knot formula scaffold frame of encorbelmenting to the I-steel is encorbelmented as the girder according to different operating mode segmentation, even the wall spare adopts novel pre-buried formula bolted connection to link the wall spare, sets up with first coupling assembling and second coupling assembling to the scaffold simultaneously, has avoidd the unable problem of falling to the ground of pole setting, and the application of novel wall spare of linking simultaneously has improved support body cling compound ability.

Description

Scaffold erecting structure under irregular complex facade modeling

Technical Field

The utility model relates to a scaffold puts up technical field, specifically is scaffold puts up structure under the molding of irregular complicated facade.

Background

The scaffold is a working platform which is erected for ensuring that each construction process is smoothly carried out, and is divided into an outer scaffold and an inner scaffold according to the erected position; the scaffold can be divided into a wood scaffold, a bamboo scaffold and a steel pipe scaffold according to different materials; the scaffold is divided into a vertical rod type scaffold, a bridge type scaffold, a door type scaffold, a suspension type scaffold, a hanging type scaffold, a lifting type scaffold and a climbing type scaffold according to the structural form.

The distance between the inner vertical rods of the common floor type scaffold and the structure is 150-400 mm, the average width of the haunched part of the basement top plate is 500mm, and if the floor type scaffold is adopted, the vertical rods of the frame body are positioned at the haunched structure inclined plane, so that the actual construction difficulty is high, and the operation is difficult.

Therefore, the scaffold erecting structure under the irregular complex facade modeling is necessary.

SUMMERY OF THE UTILITY MODEL

The utility model discloses the problem that exists in the scaffold puts up the structure under in view of above-mentioned and/or current irregular complicated facade molding has been proposed.

Therefore, the utility model aims at providing a scaffold puts up structure under irregular complicated facade molding, through adopting socket joint type dish knot formula scaffold frame of encorbelmenting, regard as the girder with the I-steel, according to different operating mode segmentation encorbelments, it adopts novel pre-buried formula bolted connection wall spare to link the wall spare, set up simultaneously with first coupling assembling and second coupling assembling to scaffold, it can't fall to the ground the problem to have avoidd the pole setting, novel application of linking the wall spare has improved the anti ability of sliding of support body simultaneously, can solve the above-mentioned current general scaffold frame inboard pole of console mode and construct the interval be between 150mm-400mm apart from the structure, the average width in basement roof haunching position is 500mm, if adopt the scaffold frame of console mode, the support body pole setting is located haunching structure inclined plane department, the actual construction degree of difficulty is great, the problem of difficult operation.

For solving the technical problem, according to the utility model discloses an aspect, the utility model provides a following technical scheme:

scaffold erects structure under irregular complicated facade molding, it includes: wall body one and wall body two still include:

the first connecting assembly is erected on the scaffold and is arranged on the first wall body;

and the second connecting component is erected on the scaffold and is arranged on a second wall body.

As an irregular complicated facade molding down scaffold set up an optimal selection scheme of structure, wherein: the first connecting assembly comprises I-shaped steel and a fixed seat, and the I-shaped steel is installed at the upper end of the first wall body through the fixed seat.

As an irregular complicated facade molding down scaffold set up an optimal selection scheme of structure, wherein: a supporting plate is installed at the upper end of the I-shaped steel, a first vertical rod is installed at the upper end of the supporting plate, and a second vertical rod is installed on the upper side of the right end of the I-shaped steel.

As the molding of irregular complicated facade under scaffold establish a preferred scheme of structure, wherein: scaffold cross buckles are installed on the outer walls of the first vertical rod and the second vertical rod, and steel pipes are further installed on the scaffold cross buckles.

As an irregular complicated facade molding down scaffold set up an optimal selection scheme of structure, wherein: the outer wall of the steel pipe is respectively clamped with a first clamping plate and a second clamping plate, and a pedal is arranged between the first clamping plate and the second clamping plate.

As the molding of irregular complicated facade under scaffold establish a preferred scheme of structure, wherein: the second connecting component comprises a prefabricated anchor, an anchor plate and a bolt, the prefabricated anchor is installed on the inner wall of the second wall, the anchor plate is arranged on the outer wall of the second wall, and the bolt is installed between the prefabricated anchor and the anchor plate.

As an irregular complicated facade molding down scaffold set up an optimal selection scheme of structure, wherein: the outer wall of the anchor plate is provided with a fixing plate, the fixing plate is fixed through bolts, and the supporting tube is fixedly installed on the outer wall of the fixing plate.

As an irregular complicated facade molding down scaffold set up an optimal selection scheme of structure, wherein: the supporting pipe outer wall is also connected with a first vertical rod through a scaffold cross buckle, the outer wall of the first vertical rod is connected with a transverse horizontal pipe through the scaffold cross buckle, a longitudinal horizontal rod is installed at the upper end of the transverse horizontal pipe, and a stamping steel scaffold board is installed at the upper end of the longitudinal horizontal rod.

Compared with the prior art:

through adopting socket joint type dish knot formula scaffold frame of encorbelmenting to the I-steel is encorbelmented as the girder according to the different work condition segmentation, even the wall spare adopts novel pre-buried formula bolted connection to link the wall spare, sets up with first coupling assembling and second coupling assembling to the scaffold simultaneously, has avoidd the unable problem of falling to the ground of pole setting, and novel application of linking the wall spare has improved support body cling compound ability simultaneously.

Drawings

FIG. 1 is a schematic view of the scaffold erecting structure under the irregular complex facade model of the present invention;

FIG. 2 is a schematic view of a support tube in the scaffold erecting structure of the present invention under the irregular and complex facade pattern;

FIG. 3 is a schematic view of I-steel in the scaffold erecting structure of the irregular complex facade molding of the present invention;

FIG. 4 is a schematic view of the prefabricated anchors in the scaffold erecting structure of the present invention with irregular and complex vertical surface configurations;

fig. 5 is a schematic diagram of the pedal in the scaffold erecting structure under the irregular and complex vertical surface modeling of the utility model.

In the figure: the scaffold cross-shaped structure comprises a first wall 1, a first connecting component 2, an I-shaped steel 21, a supporting plate 22, a fixed seat 23, a steel pipe 24, a scaffold cross buckle 25, a pedal 26, a first clamping plate 261, a second clamping plate 262, a first upright rod 27, a second upright rod 28, a second connecting component 3, a prefabricated anchor 31, an anchor plate 32, a supporting pipe 33, a fixing plate 331, a transverse horizontal pipe 34, a longitudinal horizontal rod 35, a stamped steel scaffold plate 36, a bolt 37 and a second wall 4.

Detailed Description

In order to make the objects, technical solutions and advantages of the present invention clearer, embodiments of the present invention will be described in further detail below with reference to the accompanying drawings.

The utility model provides a scaffold puts up structure under irregular complicated facade molding has and buckles formula of knot through adopting socket joint type dish and encorbelments the scaffold, regards I-steel as the girder, according to different operating mode segmentation encorbelments, and the wall connecting piece adopts novel built-in formula bolted connection wall connecting piece, sets up with first connecting assembly and second connecting assembly to the scaffold simultaneously, has avoidd the unable problem of falling to the ground of pole setting, and the application of novel wall connecting piece has improved the advantage of the anti-ability of sliding of support body simultaneously, please refer to fig. 1-5, including wall body one 1 and wall body two 4;

further comprising: the first connecting component 2 is erected on the scaffold, and the first connecting component 2 is arranged on the first wall 1; and the second connecting component 3 is erected on the scaffold, and the second connecting component 3 is arranged on the second wall 4.

The first connecting component 2 comprises an I-steel 21 and a fixed seat 23, the I-steel 21 is mounted at the upper end of a first wall 1 through the fixed seat 23, the I-steel 21 is used for supporting a first support plate 22 and a second support rod 28, the fixed seat 23 is used for fixing the I-steel 21 at the upper end of the first wall 1 through bolts, the support plate 22 is mounted at the upper end of the I-steel 21, the support plate 22 is used for supporting the first support rod 27 and facilitating workers to stand, a first support rod 27 is mounted at the upper end of the support plate 22, the second support rod 28 is mounted at the upper side of the right end of the I-steel 21, the first support rod 27 and the second support rod 28 are scaffolds, scaffold cross buckles 25 are mounted on the outer walls of the first support rod 27 and the second support rod 28, steel pipes 24 are mounted on the first support rod 27 and the second support rod 28, the steel pipes 24 are further mounted on the scaffold cross buckles 25, the pedals 26 are supported through the steel pipes 24, the first clamping plates 261 and the second clamping plates 262 are respectively clamped on the outer walls of the steel pipes 24, the first clamping plates 261 and the second clamping plates 262 support the pedals 26, the first clamping plates 261 and the second clamping plates 262 are used for standing.

The second connecting component 3 comprises a prefabricated anchor 31, an anchor plate 32 and a bolt 37, the prefabricated anchor 31 is installed on the inner wall of the wall body two 4, the prefabricated anchor 31 is pre-embedded on the inner wall of the wall body two 4, the prefabricated anchor 31 is used for facilitating the function of connecting the bolt 37, the anchor plate 32 is arranged on the outer wall of the wall body two 4, the anchor plate 32 is used for being cushioned on the inner side of the fixing plate 331 to increase the installation stability of the fixing plate 331, the bolt 37 is installed between the prefabricated anchor 31 and the anchor plate 32, the bolt 37 is used for installing and fixing the fixing function of the fixing plate 331, the anchor plate 32 and the prefabricated anchor 31, the fixing plate 331 is arranged on the outer wall of the anchor plate 32, and the fixing plate 331 is used for fixing the supporting pipe 33, the fixing plate 331 is fixed through the bolt 37, the outer wall of the fixing plate 331 is fixedly provided with the supporting tube 33, the supporting tube 33 is used for supporting the installation effect of the first vertical rod 27, the outer wall of the supporting tube 33 is also connected with the first vertical rod 27 through the scaffold cross buckle 25, the outer wall of the first vertical rod 27 is connected with the transverse horizontal tube 34 through the scaffold cross buckle 25, the transverse horizontal tube 34 is used for supporting the effect of the longitudinal horizontal rod 35, the longitudinal horizontal rod 35 is installed at the upper end of the transverse horizontal tube 34, the longitudinal horizontal rod 35 is used for supporting the effect of laying the stamping steel scaffold board 36, the stamping steel scaffold board 36 is installed at the upper end of the longitudinal horizontal rod 35, and the stamping steel scaffold board 36 is used for the effect of standing a worker.

When the prefabricated anchor plate is used specifically, an I-steel 21 is installed at the upper end of a wall body 1 through a fixing seat 23, a supporting plate 22 is installed at the upper end of the I-steel 21, a vertical rod 27 is installed at the upper end of the supporting plate 22, a vertical rod two 28 is installed at the upper side of the right end of the I-steel 21, scaffold cross buckles 25 are installed on the outer walls of the vertical rod 27 and the vertical rod two 28, steel pipes 24 are further installed on the scaffold cross buckles 25, clamping plates 261 and clamping plates 262 are respectively clamped on the outer walls of the steel pipes 24, pedals 26 are installed between the clamping plates 261 and the clamping plates 262, a prefabricated anchor 31 is installed on the inner wall of the wall body two 4, an anchor plate 32 is arranged on the outer wall of the wall body two 4, bolts 37 are installed between the prefabricated anchor 31 and the anchor plate 32, a fixing plate 331 is arranged on the outer wall of the anchor plate 32, and the fixing plate 331 is fixed through the bolts 37, outer wall fixed mounting stay tube 33 of fixed plate 331, stay tube 33 outer wall also connects pole setting 27 through scaffold cross 25, pole setting 27 outer wall passes through scaffold cross 25 and connects horizontal pipe 34, vertical horizon bar 35 of horizontal pipe 34 upper end installation, punching press steel scaffold board 36 is installed to vertical horizon bar 35 upper end, through adopting socket joint type dish knot formula scaffold frame of encorbelmenting, regard as the girder with the I-steel, the segmentation is encorbelmented according to different operating mode segmentation, it adopts novel pre-buried formula bolted connection wall spare to link the wall spare, set up with first coupling assembling and second coupling assembling to the scaffold simultaneously, the unable problem of falling to the ground of pole setting has been avoidd, novel application of linking the wall spare has improved the anti-skidding ability of support body simultaneously.

While the invention has been described above with reference to an embodiment, various modifications may be made and equivalents may be substituted for elements thereof without departing from the scope of the invention. In particular, as long as there is no structural conflict, the various features of the disclosed embodiments of the present invention can be used in any combination with each other, and the description of these combinations not exhaustive in this specification is merely for the sake of brevity and resource conservation. Therefore, it is intended that the invention not be limited to the particular embodiments disclosed, but that the invention will include all embodiments falling within the scope of the appended claims.

Claims (8)

1. Scaffold sets up structure under molding of irregular complicated facade, including wall body one (1) and wall body two (4), its characterized in that still includes:

the scaffold comprises a first connecting component (2) erected on a scaffold, wherein the first connecting component (2) is arranged on a first wall body (1);

and a second connecting component (3) erected on the scaffold, wherein the second connecting component (3) is arranged on the second wall (4).

2. The irregular complex facade molding scaffold erecting structure as recited in claim 1, wherein the first connecting component (2) comprises an I-shaped steel (21) and a fixing seat (23), and the I-shaped steel (21) is installed at the upper end of the first wall body (1) through the fixing seat (23).

3. The scaffold erecting structure under irregular complex facade molding according to claim 2, wherein a supporting plate (22) is installed at the upper end of the I-shaped steel (21), a first upright rod (27) is installed at the upper end of the supporting plate (22), and a second upright rod (28) is installed at the upper side of the right end of the I-shaped steel (21).

4. The scaffold erection structure under irregular complex facade molding according to claim 3, wherein the outer walls of the first upright post (27) and the second upright post (28) are both provided with scaffold cross buckles (25), and the scaffold cross buckles (25) are also provided with steel pipes (24).

5. The irregular complex facade modeling scaffold erecting structure as recited in claim 4, wherein a first clamping plate (261) and a second clamping plate (262) are respectively clamped on the outer wall of the steel pipe (24), and a pedal (26) is installed between the first clamping plate (261) and the second clamping plate (262).

6. The scaffold erecting structure under irregular complex facade moulding according to claim 1, wherein the second connecting component (3) comprises a prefabricated anchor (31), an anchor plate (32) and a bolt (37), the prefabricated anchor (31) is installed on the inner wall of the second wall body (4), the anchor plate (32) is arranged on the outer wall of the second wall body (4), and the bolt (37) is installed between the prefabricated anchor (31) and the anchor plate (32).

7. The scaffold erecting structure under irregular complex facade moulding according to claim 6, wherein a fixing plate (331) is arranged on the outer wall of the anchor plate (32), the fixing plate (331) is fixed through a bolt (37), and a supporting pipe (33) is fixedly arranged on the outer wall of the fixing plate (331).

8. The irregular complex facade-modeling scaffold erection structure according to claim 7, wherein the outer wall of the support pipe (33) is also connected with the first vertical rod (27) through a scaffold cross-buckle (25), the outer wall of the first vertical rod (27) is connected with the transverse horizontal pipe (34) through the scaffold cross-buckle (25), the upper end of the transverse horizontal pipe (34) is provided with a longitudinal horizontal rod (35), and the upper end of the longitudinal horizontal rod (35) is provided with a stamped steel scaffold plate (36).

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