Resource utilization of paint slag-containing waste limestone powder and treatment process thereof

Abstract

An asphalt damping sheet, which comprises the following components in indicated amounts based on the total mass of the asphalt damping sheet: a paint slag-containing waste limestone powder 20-50 parts; soft pitch 1-5 parts; hard pitch 11-15 parts; a non-metallic mineral 29-59 parts; PET short fiber 0.1-1.5 parts; and said non-metallic mineral is selected from the group consisting of quartz sand, pottery clay and mica powder. The technical process in the invention uses the paint slag-containing waste limestone powder generated in dry separation process of overspray adopted by vehicle manufacturer paint shops as filler in the asphalt damping sheets, such asphalt damping sheets can be used in the field of machine manufacturing such as automobiles and ships, and also can be used in the field of building waterproof materials, and the goal of resource recycling is achieved.

Claims

1. An asphalt damping sheet comprising the following components in indicated amounts based on the total mass of the asphalt damping sheet: 20-50 parts of a paint slag containing waste limestone powder collected from a dry separation process of overspray; 1-5 parts of soft pitch; 11-15 parts of hard pitch; 29-59 parts of a non-metallic mineral; 0.1-1.5 parts of polyethylene terephthalate short fibers; said non-metallic mineral is one or more selected from the group consisting of quartz sand, pottery clay and mica powder; said soft pitch is 30# pitch according to GB/T 494-2010 China national standard for asphalt; a melting point of the hard pitch is ranging from 100 C. to 130 C.; said polyethylene terephthalate short fibers have a length of 0.8-2 mm.

2. The asphalt damping sheet according to claim 1, characterized in that the particle size of the quartz sand is in the range of 100-300 mesh.

3. The asphalt damping sheet according to claim 1, further comprises 6-15 parts of magnetic powder.

4. The asphalt damping sheet according to claim 1, characterized in that said asphalt damping sheet further comprises an adhesive layer on the surface of the asphalt damping sheet.

5. The asphalt damping sheet according to claim 1, characterized in that a content of the paint slag is 7-13% relative to the total mass of the paint slag containing waste limestone powder.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) FIG. 1 shows the value of the damping factor tan of the sample of Embodiment 1 at different frequencies;

(2) FIG. 2 shows the value of the damping factor tan of the sample of Embodiment 2 at different frequencies;

(3) FIG. 3 shows the value of the damping factor tan of the sample of Embodiment 3 at different frequencies;

(4) FIG. 4 shows the value of the damping factor tan of the sample of Embodiment 4 at different frequencies;

(5) FIG. 5 shows the value of the damping factor tan of the sample of Embodiment 5 at different frequencies;

(6) FIG. 6 shows the value of the damping factor tan of the sample of Embodiment 6 at different frequencies;

(7) FIG. 7 shows the value of the damping factor tan of the sample of Embodiment 7 at different frequencies;

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS

(8) The invention is described by way of the following specific embodiments, and it is understood that these embodiments are provided for illustrative purpose only and cannot be construed as limitation of the scope of the invention.

(9) The waste limestone powder used in the embodiments was the paint slag-containing waste limestone powder generated by the dry separation process of overspray adopted in the dry spray booth of the vehicle manufacturer paint shops. Wherein the type of raw limestone powder used in the dry separation process of overspray met KKS451 standard and which was the raw limestone powder of 400 meshes. Such limestone powder transformed into the paint slag-containing waste limestone powder after being used in the dry separation process of overspray, and the content of the paint slag was 7-13% relative to the total mass of the paint slag-containing waste limestone powder. The asphalt damping sheets obtained in the embodiments were compared with the control sample which was high quality asphalt damping sheet available on the market.

Embodiment 1

(10) Paint slag-containing waste limestone powder: 30 parts;

(11) Soft pitch (30#): 1 part;

(12) Hard pitch (melting point: 112V): 15 parts;

(13) Quartz sand (200 meshes): 53 parts;

(14) PET short fiber: 1 part;

(15) The above components were added into a two roll mixing roll at 120 C. and mixed for 60 minutes, and calendered in a vulcanizer at a pressure of 4 MPa and at a temperature of 100 C., naturally cooled and molded; the sample was cut into strips with a length of 17.5 mm or more, a width of 13 mm or less and a thickness of 2 mm; and tested at a temperature of 30 C. in DMA Q-800 single cantilever frequency-conversion constant-temperature testing.

(16) The damping value of the material of embodiment 1 partially overlaps with the control sample, and their damping performances are similar within the frequency range.

Embodiment 2

(17) Paint slag-containing waste limestone powder: 30 parts;

(18) Soft pitch (30#): 3 parts;

(19) Hard pitch (melting point: 112V): 13 parts;

(20) Quartz sand (200 meshes): 53 parts;

(21) PET short fiber: 1 part;

(22) The above components were added into a two roll mixing roll at 120 C. and mixed for 60 minutes, calendered in a vulcanizer at a pressure of 4 MPa and at a temperature of 100 C., naturally cooled and molded; the sample was cut into strips with a length of 17.5 mm or more, a width of 13 mm or less and a thickness of 2 mm; and tested at a temperature of 30 C. in DMA Q-800 single cantilever-thermostatic frequency testing.

(23) The gasket material characters such as hardness and softness were maintained and the amount of soft pitch was increased, then the damping value was slightly higher than that of the control sample within the frequency range.

Embodiment 3

(24) Paint slag-containing waste limestone powder: 50 parts;

(25) Soft pitch (30#): 3 parts;

(26) Hard pitch (melting point: 112V): 13 parts;

(27) Quartz sand (200 meshes): 33 parts;

(28) PET short fiber: 1 part;

(29) The above components were added into a two roll mixing roll at 120 C. and mixed for 60 minutes, calendered in a vulcanizer at a pressure of 4 MPa and at a temperature of 100 C., naturally cooled and molded; the sample was cut into strips with a length of 17.5 mm or more, a width of 13 mm or less and a thickness of 2 mm; and tested at a temperature of 30 C. in DMA Q-800 single cantilever frequency-conversion constant-temperature testing.

(30) The gasket material characters such as hardness and softness were maintained, the ratio of waste limestone powder was increased and the ratio of the quartz sand was decreased, then the damping value was lower than that of the control sample within the frequency range.

Embodiment 4

(31) Paint slag-containing waste limestone powder: 50 parts;

(32) Soft pitch (30#): 5 parts;

(33) Hard pitch (melting point: 112 C.): 11 parts;

(34) Quartz sand (300 meshes): 33 parts;

(35) PET short fiber: 1 part;

(36) The above components were added into a two roll mixing roll at 120 C. and mixed for 60 minutes, calendered in a vulcanizer at a pressure of 4 MPa and at a temperature of 100 C., naturally cooled and molded; the sample was cut into strips with a length of 17.5 mm or more, a width of 13 mm or less and a thickness of 2 mm; and tested at a temperature of 30 C. in DMA Q-800 single cantilever frequency-conversion constant-temperature testing.

(37) The gasket material characters such as hardness and softness were maintained and the ratio of soft pitch was increased and the ratio of hard pitch was decreased, then the damping value was slightly higher than that of embodiment 3, but still slightly lower than that of control sample within the frequency range.

Embodiment 5

(38) Paint slag-containing waste limestone powder: 50 parts;

(39) Soft pitch (30#): 5 parts;

(40) Hard pitch (melting point: 112 V): 15 parts;

(41) Quartz sand (300 meshes): 29 parts;

(42) PET short fiber: 1 part;

(43) The above components were added into a two roll mixing roll at 120 C. and mixed for 60 minutes, calendered in a vulcanizer at a pressure of 4 MPa and at a temperature of 100 C., naturally cooled and molded; the sample was cut into strips with a length of 17.5 mm or more, a width of 13 mm or less and a thickness of 2 mm; and tested at a temperature of 30 C. in DMA Q-800 single cantilever frequency-conversion constant-temperature testing.

(44) The gasket material characters such as hardness and softness were maintained and the ratio of total pitch was increased, then the damping value was slightly higher than that of embodiment 3 and slightly higher than that of control sample within the frequency range, but the total cost would be increased.

Embodiment 6

(45) Paint slag-containing waste limestone powder: 20 parts;

(46) Soft pitch (30#): 5 parts;

(47) Hard pitch (melting point: 112 C.): 15 parts;

(48) Quartz sand (300 meshes): 59 parts;

(49) PET short fiber: 1 part;

(50) The above components were added into a two roll mixing roll at 120 C. and mixed for 60 minutes, calendered in a vulcanizer at a pressure of 4 MPa and at a temperature of 100 C., naturally cooled and molded; the sample was cut into strips with a length of 17.5 mm or more, a width of 13 mm or less and a thickness of 2 mm; and tested at a temperature of 30 C. in DMA Q-800 single cantilever frequency-conversion constant-temperature testing.

(51) The gasket material characters such as hardness and softness were maintained and the ratio of quartz sand was increased, then the damping value was greatly increased compared to that of control sample, but the utilization of limestone powder would be decreased to some extent.

Embodiment 7

(52) Paint slag-containing waste limestone powder: 40 parts;

(53) Soft pitch (30#): 4 parts;

(54) Hard pitch (melting point: 112 V): 12 parts;

(55) Mica: 42.5 parts;

(56) PET short fiber: 1.5 part;

(57) The above components were added into a two roll mixing roll at 150 C. and mixed for 80 minutes, calendered in a vulcanizer at a pressure of 4 MPa and at a temperature of 100 C., naturally cooled and molded; the sample was cut into strips with a length of 17.5 mm or more, a width of 13 mm or less and a thickness of 2 mm; and tested at a temperature of 30 C. in DMA Q-800 single cantilever frequency-conversion constant-temperature testing.

(58) The value of damping factor tan of the sample of each embodiment at different frequencies was shown in table 1 and FIG. 1. It can be seen from FIG. 1 and table 1 that, the damping performance of the sample of embodiment 2 exceeded that of the control sample, moreover, the raw material cost was optimal.

(59) TABLE-US-00001 TABLE 1 The damping value of each embodiment Frequency Control sample tan value of each embodiment (Hz) (tan) Embodiment 1 Embodiment 2 Embodiment 3 Embodiment 4 Embodiment 5 Embodiment 6 Embodiment 7 55 0.8294 0.8114 0.8487 0.7232 0.8114 0.8421 0.8873 0.8387 65 0.8307 0.8255 0.8674 0.7234 0.8076 0.8405 0.902 0.8576 70 0.7988 0.8011 0.8498 0.73 0.7751 0.8123 0.8778 0.8588 75 0.8061 0.8101 0.8528 0.7311 0.7844 0.8233 0.9122 0.86 80 0.8256 0.8289 0.87 0.7332 0.7949 0.8381 0.9218 0.8633 85 0.7997 0.81 0.8683 0.742 0.7715 0.8232 0.9328 0.8751 90 0.7872 0.7691 0.843 0.7038 0.7597 0.79 0.9124 0.823 100 0.7818 0.7625 0.831 0.7121 0.7494 0.7912 0.9032 0.8212

(60) The sample of embodiment 2 was tested for the following performances and the results were shown in table 2:

(61) TABLE-US-00002 TABLE 2 Performances of the sample Name of HG/T experimental 4384-2012 trade Individual item standard Test result conclusion Remarks Weight The side of A4 paper weighed 460 g Thickness measured after after the gasket was qualified Thinner gaskets could the gasket and bonded to the steel be obtained by steel being plate, 2.80 mm adjusting the baked thickness of the mold Density/ Should be 2.4 qualified Density depends on (mg/m.sup.3) within 2.0-2.8 calendering conditions tensile Minimum The minimal value in qualified Dumbbell ASTM strength/MPa tensile strength the test curve of the D412 Die C value should be standard strip being 6 * 115 mm 0.6 MPa tested was 1.2 MPa Tear Tearing Ts Calculated minimum qualified Angle tear ASTM strength minimum value value of the standard D624 Die C should be strip tested was 9 KN/m 5 KN/m Flexibility Diameter 10 cm No cracks qualified axis curl, no cracks Blocking stacking under Some gaskets blocked, qualified Standards could be resistance standard and some not met via the use of conditions, no release paper blocking occurs; release paper could be used Baking The No cracking, good qualified conditions adhesiveness adhesion and was good after properties baked around after 165 C., no being cracking baked Consistency Being The shape was qualified consistent with consistent, and was the surface consistent with the shape of shape of cross-convex ladder-type steel steel plate Cold After baking the Comparative qualified punching bonding, chilled experiment, cold punch at minus 20 C. phenomenon were prior to cold similar between sample punching and control sample Vibration Comparative Loss value was high qualified Higher than the damping experiments; control sample properties (30 C.) Shrinkage Drying method, Percentage of change qualified ratio/% the dimensional was 0.4% change should be less than 2.0% High Attached to no-slip qualified temperature horseshoe-shaped resistance steel plates after being baked, no-slip

(62) The above performance tests were in accordance with the specification standards regarding asphalt damping sheets of certain auto parts factory.

(63) The sample of embodiment 2 of the present invention was submitted to a third-party testing organization for testing other performances and the results were shown in table 3, wherein the performance test specifications and standards in table 3 were as follows:

(64) Mildew performance was tested according to GMW3259 standards and no apparent mildew or musty should be occurred;

(65) Atomization performance was tested according to GMW3235 standards, and the atomization amount should be greater than or equal to 80;

(66) Odor test was performed according to GMW3205, and the odor level should be greater than or equal to 6 (level 10=odorless; level 8=perceivable odor; 6=tolerable odor; 4=disgusting odor; 2=very disgusting odor; 1=intolerable odor);

(67) Flame retardancy was tested according to GMW323, and the combustion rate should not exceed 100 mm/min.

(68) TABLE-US-00003 TABLE 3 The test results of other performances of sample of embodiment 2 Sample 1 Sample 2 Sample 3 Mildew no visible no visible no visible performance mildew mildew mildew no apparent no apparent no apparent musty musty musty Atomization 88.67 89.33 88.00 amount Odor level 6.3 (wet 6.0 (dry method, 24 method, 24 hours@70 C. h@70 C. 2 C. &50 ml 2 C.) deionized water) Flame non- non- non- retardancy combustible combustible combustible