CN220365273U - Scaffold support structure - Google Patents

Abstract

The utility model discloses a scaffold supporting structure, which is used for assisting in repairing an inclined roof of a building and comprises the following components: the scaffold is arranged at the periphery of the building, and can be fixed with the roof through the first connecting piece; the first connecting piece comprises a vertical rod and a first cross rod, and the vertical rod vertically penetrates through the roof and is fixedly connected with purlins below the roof; the first horizontal pole is connected with the pole setting, and first horizontal pole is used for with pole setting fixed connection on the scaffold frame. According to the utility model, the upright posts are fixed on the building roof, the upright posts are fixedly connected with purlines below the roof and are fixed on the scaffold through the first transverse rods, so that the scaffold can be connected with the roof purlines of the ancient building, the roof purlines can provide the application points for building the scaffold, and further the scaffold is stably built on the inclined roof of the ancient building.

Description

Scaffold support structure

Technical Field

The utility model relates to the field of constructional engineering parts, in particular to a scaffold supporting structure.

Background

The ancient architecture is generally in the structural form of a large-angle roof, and a scaffold is commonly used for assisting in construction when repairing the ancient architecture roof. The scaffold is used as a scaffold body for assisting workers to work at high places and is universal equipment in the field of construction, and is generally used for outer walls, interior decoration or places with higher floors on the construction site, wherein the places cannot be directly constructed. The supporting system used in the construction engineering is usually a floor type scaffold, and the erection of the floor type scaffold is influenced by the spatial position of the floor type scaffold, so that enough points of force are required to be used as supports. When repairing ancient building roofs, the floor type scaffold is limited due to insufficient or undefined force points of the large-angle roofs, so that construction operation is difficult.

Disclosure of Invention

The utility model provides a scaffold support structure, which aims to solve the problem of inconvenient erection of a floor type scaffold caused by insufficient or undefined points of force of a large-angle roof of an ancient building.

The application provides a scaffold supporting structure for supplementary slope roofing of repairing the building includes:

the scaffold is arranged at the periphery of the building, and can be fixed with the roof through the first connecting piece;

the first connecting piece comprises a vertical rod and a first cross rod, and the vertical rod vertically penetrates through the roof and is fixedly connected with purlines below the roof; the first cross rod is connected with the vertical rod, and the first cross rod is used for fixedly connecting the vertical rod to the scaffold.

Further, the scaffold also comprises a second connecting piece, and the scaffold is fixedly connected with the gable of the building through the second connecting piece.

Further, the second connecting piece comprises a second cross bar and a connecting seat, and the second cross bar is fixed on the scaffold; the connecting seat is fixed at one end of the second cross rod and is fixed on the gable so as to fixedly connect the scaffold with the gable.

Further, the scaffold is of a multi-layer structure, the scaffolds on each layer are uniformly distributed along the vertical direction, a first connecting piece and a second connecting piece are correspondingly arranged on the scaffold on each layer, and the scaffolds on each layer can be fixedly connected with the roof and the gable through the first connecting piece and the second connecting piece respectively.

Furthermore, foot pedals are paved on each layer of scaffold respectively for the constructors to walk.

Further, the roof is provided with an opening, the opening is positioned above the purline, and the upright rod penetrates through the opening to be connected with the purline.

Further, the device also comprises a cushion block, wherein the cushion block is used for filling a gap between the vertical rod and the open hole.

Further, the scaffold comprises a diagonal rod, wherein the diagonal rod is obliquely arranged and fixedly connected with the scaffold, and the bottom end of the diagonal rod is used for being supported on the ground.

Further, the scaffold also comprises a protective net, wherein the protective net is coated on the periphery of the scaffold.

Further, the scaffold also comprises a base, wherein the base is fixed on the ground and is used for supporting the scaffold.

The beneficial effects realized by the utility model are as follows:

according to the utility model, the first connecting piece is fixed on the building roof, and the scaffold can be fixed with the roof through the first connecting piece, so that the stability of the scaffold on the roof is enhanced. Specifically, the first connecting piece comprises a vertical rod and a first cross rod, and when repairing the inclined roof of the ancient building, the vertical rod vertically penetrates through the inclined roof of the ancient building and is fixedly connected with purlines below the roof; the first horizontal pole is connected with the pole setting, and first horizontal pole is used for with pole setting fixed connection on the scaffold frame for the scaffold frame can be connected with the roof purlin of ancient building, and roof purlin provides the impetus that the scaffold frame was set up, and then realizes that the scaffold frame is set up at the steady of ancient building slope roofing.

Drawings

FIG. 1 is a schematic diagram of the overall structure of the present utility model;

FIG. 2 is a schematic view of a partial structure of the present utility model;

FIG. 3 is an enlarged schematic view of the portion A in FIG. 2;

FIG. 4 is an enlarged view of the portion B in FIG. 2;

fig. 5 is an enlarged schematic view of the C portion in fig. 2.

Reference numerals:

1-a roof, 101-an insulating layer and 102-a roof decorative layer;

2-scaffold;

3-first connecting pieces, 31-vertical rods and 32-first cross bars;

4-purlin;

5-second connecting pieces, 51-second cross bars, 52-connecting seats;

6-gable wall; 7-foot pedals; 8-cushion blocks; 9-a protective net; 10-a base; 11-diagonal bars; 12-opening holes.

The drawings are for illustrative purposes only and are not to be construed as limiting the present patent; for the purpose of better illustrating the embodiments, certain elements of the drawings may be omitted, enlarged or reduced and do not represent the actual product dimensions; it will be appreciated by those skilled in the art that certain well-known structures in the drawings and descriptions thereof may be omitted; the same or similar reference numerals correspond to the same or similar components; the terms describing the positional relationship in the drawings are merely illustrative and should not be construed as limiting the present patent.

Detailed Description

It should be noted that, in the case of no conflict, the embodiments and technical features in the embodiments may be combined with each other, and the detailed description in the specific embodiments should be interpreted as an explanation of the gist of the present application and should not be construed as undue limitation to the present application.

For the purposes, technical solutions and advantages of the embodiments of the present application to be more apparent, the specific technical solutions of the present application will be described in further detail below with reference to the accompanying drawings in the embodiments of the present application. The following examples are illustrative of the present application, but are not intended to limit the scope of the present application.

In the present embodiments, the terms "first," "second," and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include one or more such feature. In the description of the embodiments of the present application, unless otherwise indicated, the meaning of "a plurality" is two or more.

In the embodiments herein, unless explicitly specified and limited otherwise, the term "connected" is to be construed broadly, and for example, "connected" may be either a fixed connection, a removable connection, or an integral body; can be directly connected or indirectly connected through an intermediate medium.

In the present embodiments, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising one … …" does not exclude the presence of other like elements in a process, method, article, or apparatus that comprises the element.

In the embodiments of the present application, words such as "exemplary" or "such as" are used to mean serving as examples, illustrations, or descriptions. Any embodiment or design described herein as "exemplary" or "for example" should not be construed as preferred or advantageous over other embodiments or designs. Rather, the use of words such as "exemplary" or "such as" is intended to present related concepts in a concrete fashion.

The technical scheme of the utility model is described in detail below with reference to the specific drawings.

Example 1

As shown in fig. 1 and 2, a scaffold support structure for assisting in repairing an inclined roof 1 of a building, comprising: the scaffold 2 and the first connecting piece 3, the scaffold 2 is arranged at the periphery of the building, and the scaffold 2 can be fixed with the roof 1 through the first connecting piece 3; as shown in fig. 3, the first connecting piece 3 comprises a vertical rod 31 and a first cross rod 32, and the vertical rod 31 vertically penetrates through the roof 1 and is fixedly connected with the purline 4 below the roof 1; the first cross bar 32 is connected to the uprights 31, the first cross bar 32 being adapted to fixedly connect the uprights 31 to the scaffold 2.

In this embodiment, the ancient architecture includes a plurality of stands (not shown) that are vertical to ground, and many stands are evenly arranged along gable 6 length direction and perpendicular to gable 6 length direction, all set up the roof beam on the same row of stand along gable 6 length direction, are equipped with a plurality of short posts on every roof beam, and the height of many short posts is from ridge position to both sides eave position decline, and many short posts follow the symmetric distribution of ridge, form isosceles triangle's support. A plurality of groups of purlines 4 which are parallel to each other are erected at the top ends of the short columns, the purlines 4 are arranged along the direction vertical to the gable 6 in a through length mode, a roof 1 is paved above the purlines 4 in each group, and the roof 1 comprises a heat preservation layer 101 and a roof decoration layer 102 which are paved from indoor to outdoor in sequence.

In the concrete construction process, the scaffold 2 is a floor type scaffold, and the floor type scaffold is built on the periphery of the ancient building. According to the design drawing of the ancient building, the distribution positions of the purlines 4 on the inclined roof 1 are judged, and the roof decoration layer 102 vertically above the purlines 4 is removed. The vertical pole 31 vertically penetrates through the heat preservation 101 of the ancient building roof 1 and is fixedly connected with the purline 4, one end of the first cross rod 32 is vertically fixed on the vertical pole 31, the other end of the first cross rod is far away from the vertical pole 31 and extends, and the first cross rod is connected with the scaffold 2, so that the scaffold 2 is lapped on the roof 1.

In this embodiment, be fixed with first connecting piece 3 on the ancient building roofing 1, scaffold 2 can be fixed mutually with roofing 1 through first connecting piece 3 to the stability that reinforcing scaffold 2 was set up at roofing 1. The first connecting piece 3 comprises a vertical rod 31 and a first cross rod 32, when repairing the inclined roof 1 of the ancient building, the vertical rod 31 vertically penetrates through the inclined roof 1 of the ancient building and is fixedly connected with the purline 4 below the roof 1 (as shown in fig. 4, the roof 1 is partially sectioned, and the purline 4 is exposed); the first horizontal pole 32 is connected with pole setting 31, and first horizontal pole 32 is used for with pole setting 31 fixed connection on scaffold frame 2 for scaffold frame 2 can be connected with the purlin 4 on ancient building roof, and purlin 4 provides the impetus that scaffold frame 2 set up, and then realizes scaffold frame 2 and sets up at the steady of ancient building slope roofing 1.

Further, in this embodiment, the vertical rod 31 and the first cross rod 32 are hollow steel pipe structures, and provide stable support for the scaffold 2, and simultaneously alleviate the load of the purline 4, avoid the purline 4 to deform due to gravity, and destroy the ancient architecture structure.

In this embodiment, scaffold 2 is fixed connection mutually with roofing 1 through first connecting piece 3, improves scaffold 2 vertical direction stability, for further firm scaffold overall support, can also be with scaffold 2 and gable 6 fixed connection to improve scaffold 2 horizontal direction stability. As shown in fig. 2 and 5, the scaffold 2 is fixedly connected with the gable 6 of the building through the second connection member 5, thereby preventing the scaffold 2 from sideways moving.

Specifically, as shown in fig. 5, the second connector 5 includes a second rail 51 and a connector 52, and the second rail 51 is fixed to the scaffold 2; the connecting seat 52 is fixed at one end of the second cross bar 51, and the connecting seat 52 is fixed on the gable 6 to fixedly connect the scaffold 2 with the gable 6. In this embodiment, the connecting seat 52 is fixed on the gable 6 through expansion bolts, one end of the second cross bar 51 is fixedly connected with the connecting seat 52, the other end of the second cross bar is perpendicular to the gable 6 and extends outwards, and the second cross bar is fixedly connected with the scaffold 2 through the fastener, so that the scaffold 2 is fixedly connected with the gable 6 of the building, and the scaffold 2 is prevented from horizontally moving sideways. It is readily contemplated that the fastener in this embodiment may be any one or more of a right angle fastener, a swivel fastener, a butt-joint fastener, and a slip-resistant fastener.

As shown in fig. 1 and 2, the scaffold 2 is a multi-layer structure, each layer of scaffold 2 is uniformly distributed along the vertical direction, each layer of scaffold 2 is correspondingly provided with a first connecting piece 3 and a second connecting piece 5, and each layer of scaffold 2 can be fixedly connected with the roof 1 and the gable 6 through the first connecting piece 3 and the second connecting piece 5 respectively. In the embodiment, the scaffold 2 forms a plurality of mutually non-interfering flat layers along the vertical direction, and the flat layers are lapped on the inclined roof 1 of the ancient building through the first connecting piece 3, so that constructors can repair the inclined roof 1 on each flat layer; meanwhile, each flat layer is fixedly connected with the gable 6 through the second connecting piece 5, so that the overall stability of the scaffold 2 is enhanced.

As shown in fig. 1 and 2, foot boards 7 are respectively laid on each layer of scaffold 2, constructors can walk on the foot boards 7 in the repairing process to detach old materials and attach new materials to the roof 1, and meanwhile, the foot boards 7 can temporarily stack building waste materials when the roof is detached and building materials used in repairing.

As shown in fig. 4, the roof 1 is provided with an opening 12, the opening 12 is located above the purline 4, and the upright 31 passes through the opening 12 to be connected with the purline 4. In this embodiment, the roof 1 of the historic building includes an insulation layer 101 and a roof decoration layer 102 laid in this order from the inside to the outside. When the roof 1 is repaired, the roof decoration layer 102 vertically above the purline 4 is removed, the heat insulation layer 101 is provided with the opening 12, the upright rod 31 vertically penetrates through the opening 12 on the heat insulation layer 101 and is fixedly connected with the purline 4, and then the fixed connection of the upright rod 31 is completed. As shown in fig. 1 and 2, the number of the vertical rods 31 fixed on each purline 4 is not less than two, the plurality of vertical rods 31 are uniformly distributed along the length direction of the purline 4, and correspondingly, the number of the openings 12 above each purline 4 is the same as the number of the vertical rods 31. In this embodiment, after the repair of the ancient building roof 1 is finished, the scaffold 2 and the later repair construction of the roof 1 are removed, the scaffold 2 of each layer is gradually removed, the corresponding openings 12 of the scaffold 2 of each layer are repaired, and finally, the roof decoration layer 102 is attached, so that secondary reworking is avoided, and the construction efficiency is improved.

As shown in fig. 4, the scaffold support structure further comprises spacers 8, the spacers 8 being used to fill the gap between the uprights 31 and the apertures 12. In this embodiment, the cushion blocks 8 are arc structures, and two groups of cushion blocks 8 are attached to the vertical rod 31 and are filled between the vertical rod 31 and the open hole 12 to prevent the vertical rod 31 from shaking. In order to further fill the gap between the upright posts 31 and the openings 12, building glue can be added between the upright posts 31 and the openings 12, so that the heat insulation layer 101, the upright posts 31 and the cushion block 8 form a compact whole.

As shown in fig. 1 and 2, the scaffold support structure further comprises a diagonal rod 11, wherein the diagonal rod 11 is obliquely arranged and fixedly connected with the scaffold 2, and the bottom end of the diagonal rod 11 is used for being supported on the ground. In this embodiment, two groups of intersecting diagonal rods 11 are disposed on the gable 6 side, and the two groups of diagonal rods 11 are respectively disposed on the scaffold 2 in an inclined manner and fixedly connected with the scaffold 2 so as to prevent the scaffold 2 from deforming. Before concrete repair construction, the scaffold 2 and the diagonal rods 11 are subjected to concentrated rust removal, and waterproof paint layers with striking colors are uniformly sprayed, so that the secondary utilization rate of the scaffold 2 and the diagonal rods 11 is improved while a warning effect is achieved.

As shown in fig. 1 and 2, the scaffold support structure further comprises a protective net 9, wherein the protective net 9 is coated on the periphery of the scaffold 2, so that broken stones, residues and the like generated in the building process are prevented from flying outside to hurt nearby personnel, and constructors are prevented from falling.

As shown in fig. 1 and 2, the scaffold support structure further includes a base 10, where the base 10 is fixed on the ground and is used for supporting the scaffold 2, and in this embodiment, the setting of the base 10 increases the grounding area of the bottom end of the scaffold 2, so as to provide a reliable ground force point for the floor-type scaffold.

The foregoing embodiment numbers of the present application are merely for describing, and do not represent advantages or disadvantages of the embodiments. The foregoing description is only of the preferred embodiments of the present application, and is not intended to limit the scope of the claims, and all equivalent structures or equivalent processes using the descriptions and drawings of the present application, or direct or indirect application in other related technical fields are included in the scope of the claims of the present application.

Claims (10)

1. Scaffold support structure for supporting inclined roofs (1) of renovating buildings, characterized in that it comprises:

the scaffold (2) is arranged at the periphery of the building, and the scaffold (2) can be fixed with the roof (1) through the first connecting piece (3);

the first connecting piece (3) comprises a vertical rod (31) and a first cross rod (32), and the vertical rod (31) vertically penetrates through the roof (1) and is fixedly connected with the purline (4) below the roof (1); the first cross rod (32) is connected with the vertical rod (31), and the first cross rod (32) is used for fixedly connecting the vertical rod (31) to the scaffold (2).

2. A scaffold support structure according to claim 1, further comprising a second connection (5), the scaffold (2) being fixedly connected to the gable (6) of the building by means of the second connection (5).

3. A scaffold support structure according to claim 2, wherein the second connection (5) comprises a second crossbar (51) and a connection seat (52), the second crossbar (51) being fixed to the scaffold (2); the connecting seat (52) is fixed at one end of the second cross rod (51), and the connecting seat (52) is fixed on the gable (6) so as to fixedly connect the scaffold (2) with the gable (6).

4. A scaffold support structure according to claim 3, wherein the scaffold (2) is of a multi-layer structure, the scaffold (2) layers are uniformly distributed along the vertical direction, the scaffold (2) layers are respectively provided with a first connecting piece (3) and a second connecting piece (5), and the scaffold (2) layers can be fixedly connected with the roof (1) and the gable (6) through the first connecting piece (3) and the second connecting piece (5).

5. A scaffold support structure according to claim 4, characterized in that foot pedals (7) are laid on each layer of the scaffold (2) for the constructor to walk.

6. Scaffolding support structure according to claim 1, characterized in that the roof (1) is provided with openings (12), the openings (12) being located above the purlins (4), the uprights (31) being connected to the purlins (4) through the openings (12).

7. Scaffolding support structure according to claim 6, characterized in that it further comprises a spacer (8), said spacer (8) being intended to fill the gap between the upright (31) and the aperture (12).

8. A scaffold support structure according to claim 1, further comprising a diagonal bar (11), the diagonal bar (11) being arranged obliquely and being fixedly connected to the scaffold (2), the bottom end of the diagonal bar (11) being adapted to be supported on the ground.

9. A scaffold support structure according to claim 1, further comprising a protective mesh (9), the protective mesh (9) being wrapped around the scaffold (2).

10. A scaffold support structure according to claim 1, further comprising a base (10), the base (10) being fixed to the ground for supporting the scaffold (2).