Novel waterproof reverse ridge

Abstract

The utility model discloses a novel waterproof reverse ridge which comprises a mortar base layer and a plurality of hollow battens, a plurality of through filling cavities are formed in the hollow battens, the hollow battens are laid on the mortar base layer, the hollow battens are longitudinally arranged, and mortar is filled in each filling cavity. The utility model has the technical effects and advantages that: 1, the sintered shale hollow batten adopted by the novel waterproof reverse ridge can meet the characteristics required by the reverse ridge due to the characteristics of flat and smooth surface and poor water permeability, and is constructed by building and splicing, and then grouting treatment is carried out, so that the structure is simpler and more convenient to construct; and 2, the characteristics of the batten are utilized, a common waterproof reverse ridge is replaced in a masonry mode, the investment of constructors is reduced, the method is more efficient, and compared with the common waterproof reverse ridge, the solidification and hardening time is shortened when the method enters the next working procedure, and the construction efficiency is improved. In addition, the method is suitable for waterproof reverse ridges at different parts.

Description

Technical Field

[0001] The utility model relates to the field of building construction, and more specifically to a new type of waterproof anti-camber. Background Art

[0002] The waterproof anti-camber is the most commonly used water retaining measure in water-related building construction. The ordinary waterproof anti-camber is generally formed by concrete pouring. During construction, it needs to go through roughening → formwork support → concrete pouring → formwork removal. The required construction steps are more, which is time-consuming. And because it is generally formed by secondary pouring, during the construction process, workers are more likely to neglect its construction quality, and often there are phenomena such as honeycombing and pockmarking, which affect the overall quality. Content of the Utility Model

[0003] In order to overcome the above-mentioned defects of the prior art, the utility model provides a new type of waterproof anti-camber.

[0004] The technical solution of the utility model is as follows:

[0005] A new type of waterproof anti-camber includes a mortar base layer and a plurality of hollow slab strips. A plurality of through filling cavities are formed in the hollow slab strips. The plurality of hollow slab strips are laid on the mortar base layer, and the plurality of hollow slab strips are longitudinally arranged. Mortar is filled in each of the filling cavities.

[0006] The hollow slab strip is a sintered shale hollow slab strip.

[0007] The mortar base layer is a waterproof mortar layer or a special bonding mortar layer, with a height of 3 cm - 5 cm.

[0008] The hollow slab strip has a length of 600 mm * a height of 300 mm * a width of 200 mm.

[0009] The technical effects and advantages of the utility model:

[0010] 1. The sintered shale hollow slab strip adopted by the new type of waterproof anti-camber can meet the required characteristics of the anti-camber due to its characteristics of smooth surface and poor water permeability. Its construction is carried out by masonry assembly and then grouting treatment. Therefore, this structure is relatively simple and faster in construction.

[0011] 2. The utility model replaces the ordinary waterproof anti-camber with a masonry method by utilizing the characteristics of the slab strip itself, reducing the input of construction personnel and being more efficient. And this method reduces the solidification and hardening time compared with the ordinary waterproof anti-camber when entering the next process, improving the construction efficiency. In addition, this method has strong applicability and is suitable for waterproof anti-cambers in different positions. Description of the Drawings

[0012] Figure 1 It is a diagram of the state before grouting when the anti-camber masonry is completed;

[0013] Figure 2It is a schematic diagram of the overall structure of the utility model;

[0014] Figure 3 Schematic diagram of hollow slat structure. DETAILED DESCRIPTION

[0015] The technical solutions in the embodiments of the present invention are described clearly and completely below. Obviously, the described embodiments are only a part of the embodiments of the present invention, not all of them. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention. Example

[0016] like Figure 1 A new type of waterproof anti-ridge shown in the figure includes a mortar base layer 1 and a plurality of hollow strips 2. A plurality of penetrating filling cavities 21 are opened in the hollow strips. The plurality of hollow strips are laid on the mortar base layer 1. The plurality of hollow strips are arranged longitudinally. Each of the filling cavities is filled with mortar 3. The bottom of the mortar 3 is in contact with the mortar base layer and connected as a whole.

[0017] Furthermore, the hollow slats are sintered shale hollow slats.

[0018] Furthermore, the mortar base layer is a waterproof mortar layer or a special bonding mortar layer with a height of 3cm-5cm.

[0019] Furthermore, the hollow strip is 600mm long*300mm high*200mm wide. Example

[0020] During construction, the construction steps are: lay out the lines, chisel and clean the surface → lay the mortar layer → lay the slats → grout the holes in the slats → level it.

[0021] Specifically, the utility model consists of two parts: sintered shale hollow strips (length 600*height 300*width 200) and waterproof mortar (or special bonding mortar). During construction, the base is first roughened, a 3cm-5cm mortar layer is laid, and then the strips are used for continuous masonry. After the masonry is completed, the mortar is used to fill and smooth the hollows of the sintered strips.

[0022] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention should be included in the protection scope of the present invention.

Claims

1. A new waterproof anti-ridge, characterized by: It includes a mortar base and a plurality of hollow strips, wherein a plurality of through filling cavities are opened in the hollow strips, the plurality of hollow strips are laid on the mortar base, the plurality of hollow strips are arranged longitudinally, and each of the filling cavities is filled with mortar.

2. A novel waterproof anti-ridge according to claim 1, characterized in that: The hollow strips are sintered shale hollow strips.

3. A novel waterproof anti-ridge according to claim 1, characterized in that: The mortar base layer is a waterproof mortar layer or a special bonding mortar layer with a height of 3cm-5cm.

4. A novel waterproof anti-ridge according to claim 1, characterized in that: The hollow strip is 600mm long, 300mm high and 200mm wide.

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