Support structure for the construction of an antique building

Abstract

The utility model discloses a support structure for ancient -style building construction relates to ancient -style building construction protection technical field, including protection rubber cover, conical rubber cover, notch groove, the conical rubber cover can be carried out the operation of turning over through notch groove, so that the area below notch groove realizes the binding fixed operation to protection rubber cover through the binding of ribbon, and the conical rubber cover is used for shielding the ribbon that binds well through turning down reset, so as to avoid the contact of ribbon and the building material of ancient -style building construction. The utility model discloses setting up protection rubber cover to the wrapping protection of support steel pipe, when building material has the contact tendency with support steel pipe, building material first contacts protection rubber cover, and protection rubber cover provides good buffering effect, if building material and the position where the ribbon is located have collision contact, building material will first contact the conical rubber cover, effectively avoid the scratch, damage situation caused by rigid contact friction, collision of building material, so as to play good protection effect.

Description

Technical Field

[0001] This utility model relates to the field of construction protection technology for antique buildings, specifically a support structure used in the construction of antique buildings. Background Technology

[0002] The construction protection of antique buildings and the construction protection of modern buildings have the same goal (to ensure safety), but their focus is somewhat different. The core task of the support device in the construction of antique buildings is to ensure construction safety while avoiding damage to precious and fragile traditional components (wood, stone, carving, painting, tiles, etc.).

[0003] Existing support structures (such as full-span scaffolding, independent load-bearing scaffolding, and cantilever scaffolding) have hard and rough steel pipe surfaces. If they come into direct contact with wooden columns, beams, carvings, or stone components, they are very prone to scratches, indentations, or even localized cracking during construction vibrations, personnel movement, and material handling. Furthermore, material collisions with the steel pipes are common during material handling, which can also easily lead to scratches on fragile materials. Based on this, a support structure for the construction of antique-style buildings is proposed. Utility Model Content

[0004] The purpose of this utility model is to provide a support structure for the construction of antique-style buildings in order to solve the problems mentioned above.

[0005] To achieve the above objectives, this utility model provides the following technical solution: a support structure for the construction of antique buildings, including a protective rubber sleeve wrapped around the outside of the support steel pipe, a conical rubber cover fixed to the outside of the protective rubber sleeve, and a cut groove that completely penetrates the inside and outside of the conical rubber cover on the side.

[0006] The conical rubber cover can be flipped up through the notch, so that the area below the notch can be used to bind and fix the protective rubber cover with cable ties. The conical rubber cover can be flipped down to return to its original position to cover the bound cable ties, thereby preventing the cable ties from coming into contact with the building materials used in the construction of the antique building.

[0007] As a further improvement of this utility model, multiple conical rubber covers are evenly arranged along the long side of the protective rubber sleeve.

[0008] As a further improvement of this utility model: the protective rubber sleeve is disconnected at the position corresponding to the cut groove, and the disconnected surface of the protective rubber sleeve is integrally formed with a serrated groove, and the two ends of the protective rubber sleeve are limited by the interlocking of the two serrated grooves.

[0009] As a further improvement of this utility model: the inner diameter of the protective rubber sleeve matches the outer diameter of the support steel pipe, and the wall thickness of the protective rubber sleeve is 10-15mm.

[0010] As a further improvement of this utility model, the protective sleeve, conical cover, slit groove, and serrated groove are integrally formed by rubber injection molding.

[0011] Compared with the prior art, the beneficial effects of this utility model are:

[0012] By wrapping the support steel pipe with a protective rubber sleeve, when the building material tends to come into contact with the support steel pipe, the building material will first come into contact with the protective rubber sleeve. The protective rubber sleeve provides a good cushioning effect. If the building material comes into contact with the location of the cable tie, the building material will first come into contact with the conical rubber sleeve, effectively avoiding scratches and damage to the building material due to hard contact friction and collision, thus achieving a good protective effect. Attached Figure Description

[0013] Figure 1 This is a schematic diagram of the structure of this utility model;

[0014] Figure 2 This is a schematic diagram of the structure of the protective rubber sleeve of this utility model not being fitted onto the support steel pipe;

[0015] Figure 3 This is a top view of the sawtooth groove structure of this utility model.

[0016] In the diagram: 1. Protective rubber sleeve; 2. Conical rubber cover; 3. Cut groove; 4. Serrated groove; 5. Support steel pipe. Detailed Implementation

[0017] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0018] Please see Figures 1-3 In this embodiment of the utility model, a support structure for the construction of an antique building includes a protective rubber sleeve 1 wrapped around the outside of the support steel pipe 5, a conical rubber cover 2 fixed on the outside of the protective rubber sleeve 1, and a cut groove 3 that completely penetrates the inside and outside of the conical rubber cover 2 on the side.

[0019] The conical rubber cover 2 can be flipped up through the notch 3 so that the area below the notch 3 can be used to bind and fix the protective rubber cover 1 with cable ties. The conical rubber cover 2 can be flipped down to reset and cover the bound cable ties, thereby preventing the cable ties from coming into contact with the building materials used in the construction of the antique building.

[0020] Multiple conical rubber covers 2 are evenly arranged along the long side of the protective rubber sleeve 1;

[0021] The protective sleeve 1 is disconnected at the position corresponding to the notch 3, and the disconnected surface of the protective sleeve 1 is integrally formed with a serrated groove 4. The two ends of the protective sleeve 1 are limited by the interlocking of the two serrated grooves 4.

[0022] In this embodiment, it should be noted that the support steel pipe 5 is a standard steel pipe for full-span scaffolding, independent load-bearing scaffolding, and cantilever scaffolding currently on the market. The splicing structure of the support steel pipe 5 is an existing structure, so it will not be described in detail here.

[0023] When constructing the support frame for an antique building using the support steel pipe 5, the support steel pipe 5 can be wrapped and protected with a protective rubber sleeve 1. By breaking the protective rubber sleeve 1 from the break point and directly fitting it onto the outside of the support steel pipe 5, the connection between the protective rubber sleeve 1 and the support steel pipe 5 can be achieved.

[0024] Afterwards, the conical cover 2 can be manually folded upwards so that the opening of the conical cover 2 faces upwards. Then, the protective cover 1 can be tied and fixed at the lower position of the conical cover 2 with cable ties. Then, the conical cover 2 can be folded downwards and reset. At this time, the conical cover 2 will cover the tied cable ties.

[0025] Thus, when the building material tends to come into contact with the support steel pipe 5 during use, the building material first comes into contact with the protective rubber sleeve 1. The protective rubber sleeve 1 provides a good cushioning effect, effectively preventing the building material from being scratched or damaged due to hard contact friction and collision, thereby achieving a good protective effect.

[0026] Meanwhile, during the handling of building materials, if there is any collision or contact between the building materials and the location of the cable ties, the building materials will first come into contact with the conical rubber cover 2, thus avoiding hard collision between the building materials and the cable ties.

[0027] In addition, the structure of multiple conical rubber covers 2 facilitates the binding of multiple cable ties at standardized positions, thereby facilitating the quality control and management of the installation of the protective rubber cover 1.

[0028] In addition, it should be noted that the cut of the protective sleeve 1 is connected by two serrated grooves 4, which can prevent the cut of the protective sleeve 1 from cracking during later use.

[0029] Please refer to this carefully. Figures 1-3 The inner diameter of the protective rubber sleeve 1 matches the outer diameter of the support steel pipe 5, and the wall thickness of the protective rubber sleeve 1 is 10-15mm.

[0030] The protective rubber sleeve 1, conical rubber cover 2, slit groove 3, and serrated groove 4 are integrally molded by rubber injection molding process.

[0031] In this embodiment: the thicker protective rubber sleeve 1 can provide a good cushioning effect. The protective rubber sleeve 1 and the conical rubber cover 2 are integrally molded by rubber injection molding process, which is simple to produce and easy to promote and produce.

[0032] The above description is only a preferred embodiment of the present utility model, but the protection scope of the present utility model is not limited thereto. Any equivalent substitutions or changes made by those skilled in the art within the technical scope disclosed in the present utility model, based on the technical solution and the inventive concept of the present utility model, should be included within the protection scope of the present utility model.

Claims

1. A supporting structure for the construction of an antique building, comprising a protective rubber sleeve (1) wrapped around the outside of a supporting steel pipe (5), characterized in that, A conical cover (2) is fixed to the outside of the protective rubber sleeve (1), and a cut groove (3) is opened on the side of the conical cover (2) that completely penetrates the inside and outside of the conical cover (2). The conical cover (2) can be flipped up through the notch (3) so that the area below the notch (3) can be used to bind and fix the protective cover (1) with cable ties. The conical cover (2) can be flipped down to cover the cable ties, thereby preventing the cable ties from coming into contact with the building materials used in the construction of the antique building.

2. A support structure for use in the construction of a historic building according to claim 1, characterised in that, The conical rubber cover (2) is evenly provided with multiple cones along the long side of the protective rubber sleeve (1).

3. A support structure for use in the construction of a historic building according to claim 1, characterised in that, The protective sleeve (1) is disconnected at the position corresponding to the notch (3), and the disconnected surface of the protective sleeve (1) is integrally formed with a serrated groove (4). The two ends of the protective sleeve (1) are limited by the mutual engagement of the two serrated grooves (4).

4. The support structure for the construction of a historic building according to claim 1, characterized in that, The inner diameter of the protective rubber sleeve (1) matches the outer diameter of the support steel pipe (5), and the wall thickness of the protective rubber sleeve (1) is 10-15mm.

5. A support structure for use in the construction of a historic building according to claim 3, wherein, The protective rubber sleeve (1), conical rubber cover (2), slit groove (3), and serrated groove (4) are integrally formed by rubber injection molding.

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