River blocking embedded track and cornice supporting system

Abstract

The utility model relates to the technical field of building construction, and discloses a river blocking embedded track and cornice supporting system which comprises an original vertical building face and an original transverse building face arranged on the top of the original vertical building face. A river blocking installation structure is arranged on the original vertical building face and the external corner of the original vertical building face, the river blocking installation structure comprises a vertical plate attached to the original vertical building face, a transverse plate attached to the original transverse building face and an installation groove fixedly connected to the top of the transverse plate, and a plurality of installation holes are formed in the vertical plate and the transverse plate. A plurality of mounting holes are formed in the vertical plate and the transverse plate, chemical anchor bolts are arranged in the mounting holes and used for limiting displacement between the vertical plate and the original vertical building surface and displacement between the transverse plate and the original transverse building surface, the transverse plate extends to the outer side of the original transverse building surface, and a steel frame does not need to be welded through one-to-one embedded plate screw holes. And the influence and dependence of a rear decorative material on the secondary steel frame system are also avoided.

Description

Technical Field

[0001] The utility model relates to the technical field of building construction, in particular to a river-blocking embedded track and cornice support system. Background Technique

[0002] At present, a river-blocking structure, also called a baffle or handrail, is made of large surface layer materials. The lower part is fixed to the base of the baffle frame or directly sits on the ground base, and the upper part is erected on stainless steel, copper or wooden handrails, which has the advantages of simplicity and beauty.

[0003] Generally, the construction of the surface layer material of the river-blocking structure and the reinforcement structure is carried out together. When there are situations such as joints, adjustments or changes in the construction of the surface layer material, in order to adapt to the surface layer material, the reinforcement structure needs to be demolished and rebuilt. Since the river-blocking position often involves high-altitude operations, after the construction of the reinforcement structure is completed, the reinforcement structure is fixedly connected to the original structure and is not easy to demolish and rebuild. Especially when the materials fall due to improper treatment of the cantilever position, it is more dangerous, and the demolition and reconstruction process will also cause secondary damage to the original building, which is unreasonable. Content of the Utility Model

[0004] This application provides a railing embedded track and cornice support system to solve the problem that the reinforcement structure of the river-blocking cannot adapt to the temporary change of the size of the surface layer material.

[0005] To solve the above technical problems, this application provides a railing embedded track and cornice support system, including: the original vertical building surface and the original horizontal building surface arranged at the top of the original vertical building surface; a river-blocking installation structure is arranged at the yangjiao of the original vertical building surface and the original vertical building surface, and the river-blocking installation structure includes a vertical plate attached to the original vertical building surface, a horizontal plate attached to the original horizontal building surface, and an installation groove fixedly connected to the top of the horizontal plate. A plurality of installation holes are provided on the vertical plate and the horizontal plate, and chemical anchor bolts are arranged in the plurality of installation holes. The chemical anchor bolts are used to limit the displacement between the vertical plate and the original vertical building surface and between the horizontal plate and the original horizontal building surface, and the horizontal plate extends to the outside of the original horizontal building surface.

[0006] In some embodiments of this application, the installation groove is set to be U-shaped, a shock pad is arranged on the inner bottom surface of the installation groove, soft rubber sheets are arranged on the two inner side surfaces at the top of the installation groove, and a transparent glass plate is fixedly extended into the installation groove between the two soft rubber sheets.

[0007] In some embodiments of this application, a plurality of river-blocking columns are fixedly welded to the top of the horizontal plate, a post-cast layer is arranged at the top of the original horizontal building surface, and a decorative layer is arranged at the top of the post-cast layer.

[0008] In some embodiments of the present application, the horizontal plate and the vertical plate are made of hot-dip galvanized steel plates. The dimensions of the horizontal plate and the vertical plate are both 300mm * 400mm * 12mm, and the overhanging length of the horizontal plate is 120mm.

[0009] In some embodiments of the present application, the shock pad is a 15mm black glass high-block sponge shock pad, and the soft film is a 15mm thick black epoxy resin soft film with an adhesive surface.

[0010] In some embodiments of the present application, the installation groove is made of hot-dip galvanized steel plate, and the dimensions of the installation groove are 30mm * 120mm * 15mm.

[0011] Compared with the prior art, the present utility model has the following characteristics and beneficial effects:

[0012] In the present utility model, a horizontal plate and a vertical plate are respectively arranged on the original horizontal building surface and the original vertical building surface to provide an installation foundation for the transparent glass plate and the railing column. By setting the installation groove, the installation and positioning of the transparent glass plate are facilitated. Using epoxy resin soft film instead of traditional gypsum grouting avoids the pollution of other surface decoration materials, ensures reasonable force of the railing, and can also separate the construction of the railing finishing steel frame system and the glass support system. Moreover, it avoids the deviation and displacement reinforcement of the multiple setting-outs of the railing column embedded plate. Later, both the installation groove and the railing column can be directly welded to the railing installation structure, saving a lot of subsequent processes and avoiding waste of labor. The popularization and use can produce good results. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] Figure 1 is a schematic side view of the overall structure of an embodiment of the present utility model;

[0014] Figure 2 is a schematic perspective view of the overall structure of an embodiment of the present utility model;

[0015] Figure 3 is a schematic view of the split of the railing installation structure and the installation groove in an embodiment of the present utility model.

[0016] In the figure, 100, original vertical building surface; 200, original horizontal building surface; 300, railing installation structure; 310, vertical plate; 320, horizontal plate; 330, installation groove; 331, shock pad; 332, soft film; 333, transparent glass plate; 340, chemical anchor bolt; 400, railing column. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0017] The following combines the drawings and embodiments to further describe in detail the specific embodiments of the present utility model. The following embodiments are used to illustrate the present utility model, but are not used to limit the scope of the present utility model.

[0018] In the description of the present application, it should be understood that the orientation or positional relationship indicated by terms such as "center", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. is based on the orientation or positional relationship shown in the drawings. It is only for the convenience of describing the present application and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be construed as a limitation to the present application.

[0019] The terms "first" and "second" are only used for descriptive purposes and should not be construed as indicating or implying relative importance or implicitly specifying the quantity of the indicated technical features. Thus, the features defined with "first" and "second" may explicitly or implicitly include one or more of such features. In the description of the present application, unless otherwise specified, the meaning of "a plurality" is two or more.

[0020] In the description of the present application, it should be noted that unless otherwise clearly specified and limited, the terms "installed", "connected", and "coupled" should be understood in a broad sense. For example, it may be a fixed connection, a detachable connection, or an integral connection; it may be a mechanical connection or an electrical connection; it may be directly connected or indirectly connected through an intermediate medium, and it may be the communication inside two elements. For those of ordinary skill in the art, the specific meanings of the above terms in the present application can be understood according to specific circumstances.

[0021] As Figures 1-3 shown, in some embodiments of the present application, a railing embedded track and cornice support system includes: an original vertical building surface 100 and an original horizontal building surface 200 disposed at the top of the original vertical building surface 100; a railing installation structure 300 is provided at the outer corner of the original vertical building surface 100. The railing installation structure 300 includes a vertical plate 310 attached to the original vertical building surface 100, a horizontal plate 320 attached to the original horizontal building surface 200, and an installation groove 330 fixedly connected to the top of the horizontal plate 320. A plurality of installation holes are formed in the vertical plate 310 and the horizontal plate 320, and chemical anchor bolts 340 are disposed in the plurality of installation holes. The chemical anchor bolts 340 are used to limit the displacement between the vertical plate 310 and the original vertical building surface 100 and between the horizontal plate 320 and the original horizontal building surface 200, and the horizontal plate 320 extends to the outside of the original horizontal building surface 200.

[0022] In some embodiments of the present application, the installation groove 330 is set to be U-shaped. A shock pad 331 is provided on the inner bottom surface of the installation groove 330, and soft rubber sheets 332 are provided on the two inner side surfaces at the top of the installation groove 330. A transparent glass plate 333 is fixedly extended into the installation groove 330 between the two soft rubber sheets 332.

[0023] In some embodiments of the present application, a plurality of river-blocking columns 400 are fixedly welded to the top of the horizontal plate 320. A post-cast layer is provided on the top of the original horizontal building surface 200, and a decorative layer is provided on the top of the post-cast layer.

[0024] In some embodiments of the present application, the horizontal plate 320 and the vertical plate 310 are made of hot-dip galvanized steel plates. The dimensions of the horizontal plate 320 and the vertical plate 310 are both 300mm * 400mm * 12mm, and the overhanging length of the horizontal plate 320 is 120mm.

[0025] In some embodiments of the present application, the shock-absorbing pad 331 is a 15mm black glass high-block sponge shock-absorbing pad, and the soft film 332 is a 15mm thick black epoxy resin soft film. The soft film 332 has an adhesive surface, and the soft film 332 replaces traditional gypsum grouting to avoid contamination of other facing materials.

[0026] In some embodiments of the present application, the installation groove 330 is made of hot-dip galvanized steel plate, and the dimensions of the installation groove 330 are 30mm * 120mm * 15mm.

[0027] In some embodiments of the present application, the two steel frame systems are completely separated to form a self-contained glass river-blocking column 400 and a buried plate reinforcement system. When entering the site, construction can be carried out according to the holes for setting out the lines, and the force calculation of the river-blocking can be carried out. Under the condition of ensuring safety, construction can be carried out first. For the subsequent cornice surface layer, secondary construction can be carried out according to the specific dimensions and materials, without affecting the structural force.

[0028] In summary, the present utility model relates to the technical field of building construction, and discloses a river-blocking embedded track and cornice support system, including: an original vertical building surface and an original horizontal building surface provided on the top of the original vertical building surface; a river-blocking installation structure is provided at the outer corner of the original vertical building surface and the original vertical building surface. The river-blocking installation structure includes a vertical plate attached to the original vertical building surface, a horizontal plate attached to the original horizontal building surface, and an installation groove fixedly connected to the top of the horizontal plate. A plurality of installation holes are provided on the vertical plate and the horizontal plate, and chemical anchor bolts are arranged in the plurality of installation holes. The chemical anchor bolts are used to limit the displacement between the vertical plate and the original vertical building surface and between the horizontal plate and the original horizontal building surface. The horizontal plate extends to the outside of the original horizontal building surface. The present utility model does not need to weld the steel frame through the one-to-one buried plate screw holes, and also avoids the influence and dependence of the subsequent decorative materials on the secondary steel frame system.

[0029] The above are only the preferred embodiments of the present utility model. It should be noted that for those of ordinary skill in the art, without departing from the technical principle of the present utility model, several improvements and replacements can still be made, and these improvements and replacements should also be regarded as the protection scope of the present utility model.

Claims

1. A pre-buried rail and cornice support system for a river dam, comprising: The invention relates to an original vertical building surface (100) and an original horizontal building surface (200) arranged on the top of the original vertical building surface (100); characterized in that a river-blocking installation structure (300) is arranged at the positive corners of the original vertical building surface (100) and the original vertical building surface (100), and the river-blocking installation structure (300) comprises a vertical plate (310) attached to the original vertical building surface (100), a horizontal plate (320) attached to the original horizontal building surface (200), and a vertical plate (310) fixedly connected to the original vertical building surface (100). The mounting groove (330) is formed on the top of the transverse plate (320), and a plurality of mounting holes are formed on the vertical plate (310) and the transverse plate (320), and chemical anchor bolts (340) are arranged in each of the plurality of mounting holes. The chemical anchor bolts (340) are used to limit the displacement between the vertical plate (310) and the original vertical building surface (100) and between the transverse plate (320) and the original transverse building surface (200), and the transverse plate (320) extends to the outside of the original transverse building surface (200).

2. A pre-buried rail and cornice support system for river damming according to claim 1, characterized in that: The mounting groove (330) is configured to be U-shaped, a shock-absorbing pad (331) is provided on the inner bottom surface of the mounting groove (330), soft plastic sheets (332) are provided on two inner side surfaces at the top of the mounting groove (330), and a transparent glass plate (333) is extended and fixed into the mounting groove (330) between the two soft plastic sheets (332).

3. The pre-buried rail and cornice support system for river damming according to claim 1, characterized in that: A plurality of river-blocking columns (400) are welded and fixed to the top of the transverse plate (320), a post-cast layer is arranged on the top of the original transverse building surface (200), and a decorative layer is arranged on the top of the post-cast layer.

4. The pre-buried rail and cornice support system for river damming according to claim 1, characterized in that: The material of the horizontal plate (320) and the vertical plate (310) is hot-dip galvanized steel plate. The dimensions of the horizontal plate (320) and the vertical plate (310) are both 300mm*400mm*12mm. The overhanging length of the horizontal plate (320) is 120mm.

5. The pre-buried rail and cornice support system for river damming according to claim 2, characterized in that: The shock-absorbing pad (331) is a 15 mm black glass-padded sponge shock-absorbing pad, and the soft film (332) is a 15 mm thick black epoxy resin soft film, and the soft film (332) has an adhesive surface.

6. The pre-buried rail and cornice support system for river damming according to claim 1, characterized in that: The material of the installation groove (330) is hot-dip galvanized steel plate, and the size of the installation groove (330) is 30mm*120mm*15mm.

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