CN218714687U

CN218714687U - Terrace with high-strength carborundum wear-resistant structure

Info

Publication number: CN218714687U
Application number: CN202223055715.6U
Authority: CN
Inventors: 任召才
Original assignee: Shandong Qunyue Construction Engineering Co ltd
Current assignee: Shandong Qunyue Construction Engineering Co ltd
Priority date: 2022-11-17
Filing date: 2022-11-17
Publication date: 2023-03-24
Anticipated expiration: 2032-11-17

Abstract

The utility model discloses a terrace of high strength carborundum wear-resisting structure belongs to building engineering technical field, including reinforcement type basic unit, corundum aggregate layer one has been laid at reinforcement type basic unit's top, corundum aggregate layer two has been laid at corundum aggregate layer one's top, concrete seal has been laid at corundum aggregate layer two's top, be provided with the ditch structure between concrete seal and the curing agent bond line. This application technical scheme pours the layer as the basic material layer of terrace through setting up wire mesh sheet and the fine stone concrete on the reinforcement type basic unit, can further consolidate the ground of terrace and seal the ization, has increased the intensity of terrace ground, reduces by a wide margin that the terrace bears too high cracked condition that leads to, effectually reduced the terrace and appeared cracked condition after laying, guaranteed the holistic operation intensity of terrace.

Description

Terrace with high-strength carborundum wear-resistant structure

Technical Field

The utility model relates to a building engineering technical field, more specifically say, relate to high strength carborundum wear-resisting structure's terrace.

Background

The terrace refers to a ground which is constructed and treated by using specific materials and processes and presents certain decoration and functionality to the original ground, and carborundum is also a common base material of the terrace.

Patent document with publication number CN206815756U of prior art provides a carborundum wear-resisting sclerosis terrace, belongs to building technical field, including concrete basic unit, characterized by: the concrete base layer is paved with a glass fiber cloth layer, the glass fiber cloth layer is paved with a high-strength cement layer I, the high-strength cement layer I is paved with a first waterproof layer, the first waterproof layer is paved with an epoxy primer layer, the epoxy primer layer is paved with a putty layer, the putty layer is paved with a high-strength cement layer II, the high-strength cement layer II is paved with a second waterproof layer, the second waterproof layer is paved with a carborundum wear-resistant layer, the carborundum wear-resistant layer is paved with a maintenance layer, and a plurality of supporting blocks are arranged inside the high-strength cement layer I. But the holistic operation performance of the device and most of this kind of terrace on the market is comparatively single, can't better satisfy the terrace and lay the operation demand of bearing the weight of the duration, though can adopt the material of wear-resisting aggregate layer to be carborundum in the prior art CN206815756U, the terrace hardness is high, the wearability is good, can bear the heavy load for a long time, and the cost is lower, though carborundum has been regarded as the laying material that present terrace is commonly used, but because the imprecise during construction, lead to the foundation bed intensity that carborundum laid not enough, lead to the terrace can appear by the fracture condition outside interior, such condition only depends on the performance of carborundum itself also can't solve, so need strengthen at the foundation bed of carborundum and handle. In view of this, we propose a terrace with a high-strength carborundum wear-resistant structure.

SUMMERY OF THE UTILITY MODEL

1. Technical problem to be solved

An object of the utility model is to provide a terrace of high strength carborundum wear-resisting structure to solve the problem that provides in the above-mentioned background art.

2. Technical scheme

Terrace of high strength carborundum wear-resisting structure, including reinforcement type basic unit, carborundum aggregate bed one has been laid at reinforcement type basic unit's top, carborundum aggregate bed two has been laid at carborundum aggregate bed one's top, the concrete seal has been laid at carborundum aggregate bed two's top, the curing agent bond line has been laid at the top of concrete seal, be provided with the ditch structure between concrete seal and the curing agent bond line, laid the maintenance agent layer that the cooperation was used between concrete seal and the carborundum aggregate bed two, the ditch apron is installed in the butt joint of the top of ditch structure.

As an alternative scheme of this application technical scheme, the steel wire net piece has been laid on the reinforcement type foundation layer, the steel wire net piece upper berth is equipped with fine stone concrete and pours the layer.

As an alternative of this application technical scheme, ditch structure is including placing notch, cement surface course, escape canal, be provided with the escape canal on the concrete seal, the inner wall coating in escape canal has the cement surface course, and the top in escape canal is provided with places the notch.

As an alternative of the technical scheme of the application, the surface of the curing agent bonding layer is coated with an epoxy resin marking strip, and a matched fluorescent coating is coated on the epoxy resin marking strip.

As an alternative of the technical scheme, the first carborundum aggregate layer and the second carborundum aggregate layer are formed by mixing a mortar filling layer and carborundum, and a glass fiber mesh layer is laid between the first carborundum aggregate layer and the second carborundum aggregate layer.

3. Advantageous effects

Compared with the prior art, the utility model has the advantages of:

1. this application technical scheme pours the layer as the basic material layer of terrace through setting up wire mesh piece and the fine stone concrete on the reinforcement type basic unit, can further consolidate the ground of terrace and seal the ization, has increased the intensity of terrace ground, reduces substantially that the terrace bears the too high cracked condition that leads to, through the processing to the terrace ground, the effectual cracked condition that appears after laying of terrace that has reduced has guaranteed the holistic operation intensity of terrace.

2. This application technical scheme makes the terrace reach good supplementary effect again on the basis that possesses high strength bearing capacity through setting up the ditch structure between concrete seal and curing agent bond line, sets up drainage structures on the top layer, and effectual supplementary terrace is advancing the discharge to the flowing water of surface, places the condition that lacks corresponding drainage structures and leads to terrace surface material to appear the pine.

Drawings

Fig. 1 is a schematic overall internal structural diagram of a terrace with a high-strength carborundum wear-resistant structure disclosed in an embodiment of the present application;

fig. 2 is a schematic view of an overall appearance composition structure in a terrace with a high-strength carborundum wear-resistant structure disclosed in the embodiment of the present application;

fig. 3 is an enlarged structural schematic view of a part a of a terrace with a high-strength carborundum wear-resistant structure disclosed in the embodiment of the present application;

fig. 4 is an enlarged structural schematic view of a part B of the terrace with a high-strength carborundum wear-resistant structure disclosed in the embodiment of the present application;

the numbering in the figures illustrates: 1. a reinforced base layer; 101. pouring a fine stone concrete layer; 102. a steel wire mesh sheet; 2. a carborundum aggregate layer I; 3. a second carborundum aggregate layer; 4. a concrete seal layer; 5. a curing agent layer; 6. a curing agent bonding layer; 7. a gutter structure; 701. placing a notch; 702. a cement surface course; 703. a drainage ditch; 8. a ditch cover plate; 9. an epoxy resin label bar; 901. a fluorescent coating; 10. emery; 11. a mortar filling layer; 12. a glass fiber net cloth layer.

Detailed Description

The utility model provides a technical scheme:

as shown in fig. 1 and 3, the terrace with the high-strength carborundum wear-resistant structure comprises a reinforced base layer 1, a steel wire mesh 102 is laid on the reinforced base layer 1, a fine stone concrete pouring layer 101 is laid on the steel wire mesh 102, a carborundum aggregate layer I2 is laid on the top of the reinforced base layer 1, and a carborundum aggregate layer II 3 is laid on the top of the carborundum aggregate layer I2.

In the embodiment, during preparation operation, the steel wire mesh sheet 102 is laid on the fine stone concrete pouring layer 101, then the fine stone concrete pouring layer 101 is sprayed with water before pouring to enable the foundation to be in a wet state, the fine stone concrete pouring layer 101 is poured to the elevation as once as possible, the fine stone concrete pouring layer 101 is spread to be flat as soon as possible after falling to the ground, the fine stone concrete pouring layer 101 cannot be stacked for a long time, the problem that the bottom of the fine stone concrete pouring layer 101 is hard to level after being hardened is avoided, the fine stone concrete pouring layer 101 is used for filling and vibrating when the part of the fine stone concrete pouring layer does not reach the elevation, mortar repairing is strictly forbidden, infrared laser detection equipment is used for detecting the height of the fine stone concrete pouring layer 101, errors caused by visual inspection are reduced, sealing is carried out, and after the sealing is finished, the carborundum aggregate layer one 2 is laid on the fine stone concrete pouring layer 101, and the laying and mounting on the foundation are completed. Through steel wire mesh sheet 102 on reinforcement type base layer 1 and thin stone concrete pouring layer 101 as the basic material layer of terrace, can further consolidate the ground of terrace and seal the ization, increased the intensity of terrace ground, reduce substantially that the terrace bears the too high cracked condition that leads to, through the reinforcement to the terrace ground, the effectual cracked condition that appears after laying of terrace that has reduced has guaranteed the holistic operation intensity of terrace.

In some technical schemes, a first carborundum aggregate layer 2 and a second carborundum aggregate layer 3 are mixed with carborundum 10 through a mortar filling layer 11, and a glass fiber fabric layer 12 is laid between the first carborundum aggregate layer 2 and the second carborundum aggregate layer 3.

In the present embodiment, during the operation, the mutual curing between the mortar filling layer 11 and the diamond grains 10 can effectively increase the solidification degree of the diamond grain aggregate layer one 2 and the diamond grain aggregate layer two 3 after being laid, and can also increase the texture strength of the diamond grain aggregate layer one 2 and the diamond grain aggregate layer two 3 after being laid, and the glass fiber fabric layer 12 can further promote the adhesion degree between the diamond grain aggregate layer one 2 and the diamond grain aggregate layer two 3 after being separately laid, thereby avoiding the occurrence of the fault.

In some technical solutions, as shown in fig. 1 and 2, a concrete sealing layer 4 is laid on the top of the second corundum aggregate layer 3, a curing agent bonding layer 6 is laid on the top of the concrete sealing layer 4, an epoxy resin marking strip 9 is coated on the surface of the curing agent bonding layer 6, and a fluorescent coating 901 matched with the epoxy resin marking strip 9 is coated on the epoxy resin marking strip 9.

In the embodiment, during the operation, the concrete sealing layer 4 seals the corundum aggregate layer, and after the concrete sealing layer 4 is poured, a certain soaking time is given to the concrete sealing layer 4, so that the concrete sealing layer 4 and the corundum aggregate layer are mutually adhered and condensed, the concrete sealing layer 4 can smoothly permeate into the corundum aggregate layer which can be poured into the concrete sealing layer 4, after the concrete sealing layer 4 is completely cured, personnel coat the curing agent bonding layer 6 on the surface of the concrete sealing layer, and need to ensure that the spraying thickness of the curing agent bonding layer 6 meets the construction standard, after the curing agent bonding layer 6 is completely cured, the epoxy resin marking strip 9 is coated on the surface of the concrete sealing layer, the epoxy resin marking strip 9 is also a warning strip, the warning or marking effect is achieved on the surface, and in the dark period of a pipeline, the indicating effect can be increased through the fluorescent coating on the surface.

In some technical solutions, as shown in fig. 2 and 4, a gutter structure 7 is arranged between the concrete sealing layer 4 and the curing agent bonding layer 6, the gutter structure 7 includes a placement recess 701, a cement surface layer 702 and a drainage ditch 703, the concrete sealing layer 4 is provided with the drainage ditch 703, the inner wall of the drainage ditch 703 is coated with the cement surface layer 702, the top of the drainage ditch 703 is provided with the placement recess 701, a curing agent layer 5 used in cooperation is laid between the concrete sealing layer 4 and the corundum aggregate layer two 3, and a gutter cover plate 8 is installed at the top of the gutter structure 7 in a butt joint manner.

In this embodiment, during the operation, when the terrace is during the operation, if the surface has the water track or the circumstances of intaking, water can be discharged through ditch structure 7, and during, personnel and vehicle can move or walk on ditch structure 7 through ditch cover plate 8, ditch cover plate 8 imbeds to place in the recess 701 of escape canal 703, because the inside drainage department of terrace is sealed through cement surface course 702, so can not influence inside component structure during the drainage, make the water on the terrace carry out quick discharge through ditch structure 7. Through ditch structure 7 between concrete seal 4 and the curing agent bond line 6 make the terrace reach good supplementary effect again on the basis that possesses high strength bearing capacity, set up drainage structures on the top layer, effectual supplementary terrace is advancing the discharge to the flowing water of surface, places the condition that lacks corresponding drainage structures and leads to terrace surface material to appear the pine.

Claims

1. Terrace of wear-resisting structure of high strength carborundum, including reinforcement type foundation bed (1), its characterized in that: a first carborundum aggregate layer (2) is laid on the top of the reinforced foundation layer (1), a second carborundum aggregate layer (3) is laid on the top of the first carborundum aggregate layer (2),

a concrete sealing layer (4) is laid on the top of the second carborundum aggregate layer (3), and a curing agent bonding layer (6) is laid on the top of the concrete sealing layer (4);

a ditch structure (7) is arranged between the concrete sealing layer (4) and the curing agent bonding layer (6), and a ditch cover plate (8) is installed at the top of the ditch structure (7) in a butt joint mode.

2. The terrace of high-strength carborundum wear-resistant structure of claim 1, characterized in that: the reinforced foundation layer (1) is paved with a steel wire mesh (102), and a fine stone concrete pouring layer (101) is paved on the steel wire mesh (102).

3. The terrace of high-strength carborundum wear-resistant structure of claim 1, characterized in that: ditch structure (7) are including placing notch (701), cement surface course (702), escape canal (703), be provided with escape canal (703) on concrete seal (4), the inner wall coating of escape canal (703) has cement surface course (702), and the top of escape canal (703) is provided with places notch (701).

4. The terrace of high-strength carborundum wear-resistant structure of claim 1, characterized in that: the surface of the curing agent bonding layer (6) is coated with an epoxy resin marking strip (9), and the epoxy resin marking strip (9) is coated with a matched fluorescent coating (901).

5. The terrace of high-strength carborundum wear-resistant structure of claim 1, characterized in that: and a curing agent layer (5) matched with the concrete sealing layer (4) and the corundum aggregate layer II (3) is laid between the concrete sealing layer and the corundum aggregate layer II.

6. The terrace of high-strength carborundum wear-resistant structure of claim 1, characterized in that: the corundum aggregate layer I (2) and the corundum aggregate layer II (3) are mixed with corundum (10) through a mortar filling layer (11), and a glass fiber fabric layer (12) is laid between the corundum aggregate layer I (2) and the corundum aggregate layer II (3).