阅读说明：本技术 一种树脂砂浆设备基座的施工方法 (Construction method of resin mortar equipment base ) 是由 胡喜华 于 2019-01-15 设计创作，主要内容包括：本发明涉及设备基座加工领域,尤指一种树脂砂浆设备基座的施工方法,本发明的方法步骤中添加有第一层玻纤网格、第二层玻纤网格,第一层玻纤网格、第二玻纤网格具有抗裂的特性,从而使这种方法制作出的基座具有非常高的硬度,而步骤C-步骤G之间相邻的两个步骤的间隔时间为8小时,可以使每个步骤中的涂层可以充分发挥其效果,避免涂层之间出现相融现象导致基座的良率降低。(The invention relates to the field of equipment base processing, in particular to a construction method of a resin mortar equipment base, wherein a first layer of glass fiber grids and a second layer of glass fiber grids are added in the steps of the method, and the first layer of glass fiber grids and the second layer of glass fiber grids have the characteristic of crack resistance, so that the base manufactured by the method has very high hardness, and the interval time between the two adjacent steps from step C to step G is 8 hours, so that the coating in each step can fully exert the effect, and the problem that the yield of the base is reduced due to the fact that the coating is fused is avoided.)

1. A construction method of a resin mortar equipment base is characterized by comprising the following steps:

a, placing an equipment base frame on a plain ground, measuring a horizontal error of the plain ground positioned on the inner surface of the equipment base frame and recording an error value caused by the change of the horizontal position;

and B: coating an epoxy primer on a plain ground in the equipment base frame, and selecting the highest point of the plain ground to ensure that the distance between the top surface of the epoxy primer and the highest point is 3 cm;

and C: then laying a first layer of resin mortar on the surface of the epoxy primer, and polishing the resin mortar;

d, arranging the first layer of glass fiber grids on the resin mortar, and paving a second layer of resin mortar on the first layer of glass fiber grids;

e, arranging a second layer of glass fiber grids on a second layer of resin mortar, and coating a layer of epoxy surface on the second layer of glass fiber grids to form epoxy self-leveling;

f, paving a conductive layer on the epoxy self-leveling layer;

step G: a layer of conductive surface is laid on the conductive layer;

step H, equipment shockproof level verification is carried out on the base, and finishing, cleaning and acceptance check are carried out;

wherein the interval time between two adjacent steps from step C to step G is 8 hours.

2. The construction method of a resin mortar equipment base according to claim 1, characterized in that: and B, measuring the horizontal error in the step A by adopting an ink fountain, wherein the measuring process comprises aluminum strips, the ink fountain and a sliding block, popping ink lines corresponding to the inner edge of the equipment base frame in a plain ground surrounded by the equipment base frame by the ink fountain, then punching nails on the ink lines at intervals of 25-30CM, buckling the nails on the nails by the aluminum strips to form a sliding platform, and the sliding block can slide on the two opposite aluminum strips.

Technical Field

The invention relates to the field of equipment base processing, in particular to a construction method of a resin mortar equipment base.

Background

The equipment base is a supporting part for bearing or reinforcing, can bear the weight of a machine and the action of load, and mainly supports an exposure machine, a coating machine, a microscope and a laser repairing machine.

The existing base construction method comprises the steps of arranging a frame on a plain ground, measuring horizontal error of the plain ground in the frame, filling epoxy primer, and sequentially laying resin mortar, epoxy surface self-leveling, a conductive layer and a conductive surface on the epoxy primer from bottom to top, but the equipment base manufactured by the construction method has poor hardness and cracks when the equipment base bears more than 6.53Kg/c square meter.

Disclosure of Invention

In order to solve the problems, the invention provides a construction method of a resin mortar equipment base, and the manufactured base has the characteristic of high hardness and cannot crack under the condition of bearing the gravity of 6.53Kg/c square meter.

In order to achieve the purpose, the invention adopts the technical scheme that: a construction method of a resin mortar equipment base comprises the following steps:

a, placing an equipment base frame on a plain ground, measuring a horizontal error of the plain ground positioned on the inner surface of the equipment base frame and recording an error value caused by the change of the horizontal position;

and B: coating an epoxy primer on a plain ground in the equipment base frame, and selecting the highest point of the plain ground to ensure that the distance between the top surface of the epoxy primer and the highest point is 3 cm;

and C: then laying a first layer of resin mortar on the surface of the epoxy primer, and polishing the resin mortar;

d, arranging the first layer of glass fiber grids on the resin mortar, and paving a second layer of resin mortar on the first layer of glass fiber grids;

e, arranging a second layer of glass fiber grids on a second layer of resin mortar, and coating a layer of epoxy surface on the second layer of glass fiber grids to form epoxy self-leveling;

f, paving a conductive layer on the epoxy self-leveling layer;

step G: a layer of conductive surface is laid on the conductive layer;

step H, equipment shockproof level verification is carried out on the base, and finishing, cleaning and acceptance check are carried out;

wherein the interval time between two adjacent steps from step C to step G is 8 hours.

Further, the horizontal error measurement in the step A is performed by adopting an ink fountain, the measurement process comprises aluminum strips, the ink fountain and sliding blocks, the ink fountain pops out ink lines corresponding to the inner edges of the equipment base frame in a plain ground surrounded by the equipment base frame, then nails are punched on the ink lines at intervals of 25-30CM, the aluminum strips are buckled on the nails to form a sliding platform, and the sliding blocks can slide on the two opposite aluminum strips.

The invention has the beneficial effects that:

the first layer of glass fiber grids and the second layer of glass fiber grids are added in the steps of the method, and the first layer of glass fiber grids and the second layer of glass fiber grids have the characteristic of crack resistance, so that the base manufactured by the method has very high hardness, and the interval time between the two adjacent steps from step C to step G is 8 hours, so that the coating in each step can fully exert the effect, and the yield of the base is prevented from being reduced due to the fact that the coating is fused.

Drawings

Fig. 1 is a schematic diagram of the framework of the present invention.

FIG. 2 is a graph showing the results of the hardness test according to the present invention.

Fig. 3 is a graphical representation of the invention as a function of maximum force.

Detailed Description

Referring to fig. 1, the present invention relates to a method for constructing a resin mortar equipment base, comprising the following steps:

a, placing an equipment base frame on a plain ground, measuring a horizontal error of the plain ground positioned on the inner surface of the equipment base frame and recording an error value caused by the change of the horizontal position;

and B: coating an epoxy primer on a plain ground in the equipment base frame, and selecting the highest point of the plain ground to ensure that the distance between the top surface of the epoxy primer and the highest point is 3 cm;

and C: then laying a first layer of resin mortar on the surface of the epoxy primer, and polishing the resin mortar;

d, arranging the first layer of glass fiber grids on the resin mortar, and paving a second layer of resin mortar on the first layer of glass fiber grids;

e, arranging a second layer of glass fiber grids on a second layer of resin mortar, and coating a layer of epoxy surface on the second layer of glass fiber grids to form epoxy self-leveling;

f, paving a conductive layer on the epoxy self-leveling layer;

step G: a layer of conductive surface is laid on the conductive layer;

step H, equipment shockproof level verification is carried out on the base, and finishing, cleaning and acceptance check are carried out;

wherein the interval time between two adjacent steps from step C to step G is 8 hours.

The method for testing the hardness of the equipment base comprises the following steps:

step 1, clamping an equipment base to a universal testing machine;

step 2, compressing the sample at a speed of 3mm/min until the compressive strength of the sample is 6.53kg/c square meter, keeping for 15 seconds, and terminating the experiment;

and 3, reading the maximum force after the detection sample is tested.

Referring to figures 2-3, when the pressure is maintained for 15 seconds under the condition that the sample area is 42.43 square meters, the phenomena of cracking and damage to the equipment base can be detected under the pressure that the maximum force of the universal testing machine is 314kgf and the compressive strength is 7.4kg/c square meters.

Further, the horizontal error measurement in the step A is performed by adopting an ink fountain, the measurement process comprises aluminum strips, the ink fountain and a sliding block, the ink fountain pops out ink lines corresponding to the inner edges of the equipment base frame in a plain ground surrounded by the equipment base frame, then nails are punched on the ink lines at intervals of 25-30CM, the aluminum strips are buckled on the nails to form a sliding platform, and the sliding block can slide on the two opposite aluminum strips; by adopting the scheme, the ink fountain can accurately measure the edge of a plain ground by adopting ink fountain measurement, the phenomenon of different sizes of the manufactured base is avoided, and resin mortar can be quickly leveled by matching the sliding block with the aluminum strip.

The above embodiments are merely illustrative of the preferred embodiments of the present invention, and not restrictive, and various changes and modifications to the technical solutions of the present invention may be made by those skilled in the art without departing from the spirit of the present invention, and the technical solutions of the present invention are intended to fall within the scope of the present invention defined by the appended claims.