CN104264953A - Support, paving method for ground stone and cement mortar stirring and conveying all-in-one machine - Google Patents
Support, paving method for ground stone and cement mortar stirring and conveying all-in-one machine Download PDFInfo
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- CN104264953A CN104264953A CN201410427194.3A CN201410427194A CN104264953A CN 104264953 A CN104264953 A CN 104264953A CN 201410427194 A CN201410427194 A CN 201410427194A CN 104264953 A CN104264953 A CN 104264953A
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Abstract
The invention relates to a support, in particular to a support for ground stone paving. The invention further relates to a paving method for ground stone and a cement mortar stirring and conveying all-in-one machine. The support is mainly and technically characterized by comprising a supporting piece with the adjustable height. The paving method for the ground stone is mainly and technically characterized in that the ground stone is arranged on a building floor through the support, and then cement mortar is injected to the position between the ground stone and the support. The cement mortar stirring and conveying all-in-one machine is mainly and technically characterized by comprising a cement mortar stirring machine, a cement mortar storage tank, an air compressor, a cement mortar conveying pipeline and a spraying head. According to the support, the paving method for the ground stone and the cement mortar stirring and conveying all-in-one machine, the technical problems that in the prior art, the paving method for the ground stone consumes time and wastes labor, and the paved flatness is poor are solved.
Description
Technical field
The present invention relates to a kind of support, be specifically related to the support that a kind of ground stone is mated formation; The invention still further relates to a kind of laying method of ground stone; The invention still further relates to a kind of cement mortar and stir conveying integrated machine.
Background technology
The ornament materials on ground (building floor) is mainly divided into three major types, and one is stone floor, and two is wood floorboards, and three is carpets.The stone material that stone floor is commonly used has lithotome and artificial stone material two class.Lithotome comprises natural marble, natural granite.Artificial stone comprises polyester artificial stone material, terrazzo concrete and ceramic tile.
In prior art, the construction of stone floor, is described below.
One, preparation of construction
1, material
(1) kind of the stone material such as marble, granite, precast terrazzo block, specification, pattern, color are pressed design drawing and are checked and accepted, and should store classifiedly.
(2) cement: No. 425 and above Portland cement or portland slag cement, standbyly wipes seam white cement in right amount.
(3) sand: in, coarse sand.
(4) mineral pigment: look decoration panel color and luster fixed, for wiping seam.
2, operating condition
(1) waterproofing course and the topping of wall cylindrical surface, ceiling or furred ceiling and flooring is carried out.
(2) doorframe and the construction such as flooring built-in fitting and hydroelectric facility pipeline complete and qualified on inspection.
(3) gap such as various standpipe holes should first be filled with real stifled tight (fine gap can be blocked up with cement mortar grouting) with pea gravel concreten
(4) bullet is good to make the benchmark surrounding wall body absolute altitude benchmark line of ink marker, standard width of a room in an old-style house center line (cross hairs) and pattern separator bar.
(5) select materials: the same area should select by designing requirement that size is basically identical, the sheet material of uniform color, texture smoothness (referring to marble and granite) carries out walkthrough numbering, and store classifiedly, when paving, the number of pressing is taken.Paving drawing can be drawn if desired, then press figure paving.Piecemeal arranged if design is without explicitly calling for, then the Room, room and aisle connectivity part plate stitch should through, be arranged symmetrically with.Aisle, the hall are as during with different colours, style, and point colo(u)r streak should be located at the inner side on doorway; By the plate of wall column side, the width from wall (post) should be consistent.
Two, technological process
Cleaning, Run Li basic unit and the sheet material → walkthrough numbering → hanging wire → paving standard row → hanging wire → mortar setting course that lays cement → bed board material → cementation of fissures, wiping seam → maintenance.
Three, operating procedure
1, first the slabstone block back side is cleaned down, during paving, keep moistening.
2, according to horizon, center line (cross hairs), after completing paving region, the left and right sides, corridor standard row by walkthrough numbering, then bracing wire paving is carried out.
3, should first basic unit be watered moistening before paving, then brush plain-water slurry (water/binder ratio is about 0.5), cement paste with brush with mortar laying, and should must not have air-dry phenomenon.
4, (general match ratio is 1: 3 to paving dry cement mortar, with moistening loose, hold agglomerating not bleeding to be as the criterion) leveling layer, loose laying depth is advisable with 25 ~ 30mm, exceed predetermined finished surface about 3 ~ 4mm when putting slabstone to be advisable) make real with plasterer's trowel levelling, then pre-flag, and aim at T-joining, put forth effort in the middle part of tapping board by wooden mallet appropriateness, after jolt ramming mortar to laying height, slabstone is started, check after matching at the bottom of mortar surface and slabstone (if any inanition place, application mortar is filled up), mortar surface is sprinkled water in right amount, evenly spread one deck cement flour again, slabstone is aimed at paving.During paving, land are simultaneously wanted in corner, and put forth effort to knock to straight and even by wooden mallet appropriateness.
5, layup sequence should from inner outwards hanging wire paving line by line.When gap width does not require as designed, granite, marble should not be greater than 1mm, and terrazzo panel should not be greater than 2mm.
6, after paving completes 24 hours, stone plate surface is without fracture, after hollowing on inspection, and cramming with rare cement (color and slabstone are in harmonious proportion) swabbing joint filling expires, and immediately with dry cloth wiping to without residual ash, stain.Complete slabstone in two days and forbid pedestrian and stacked items.
7, edge pastes baseboard
(1) edge paste before first by moistening for the swabbing of slabstone block, mitre oralia is by designing requirement process or be slit into miter angle.
(2) basic unit watered drenched, evenly embrocate plain-water slurry, brush limit, limit is pasted.
(3) first respectively inlay subsides one piece of baseboard at wall two ends, stupefied on it (suitable for reading) height should at same level line, and outstanding metope thickness should be consistent.Then draw reference line along stupefied on two pieces of baseboards, inlay subsides baseboard successively with 1: 2 cement mortar block-by-block.
(4) the smooth-going of baseboard and verticality should be checked when edge pastes.
(5) between plate, seam should be alignd with ground gap, wipes the seam same ground of way.
The laying method efficiency of ground stone of the prior art is not high, and will knock ground stone because of during paving, easily causes out-of-flatness.
Summary of the invention
Object first aspect object of the present invention is the laying method proposing a kind of ground stone, the laying method speed of this ground stone is fast, efficiency is high, consuming timely to take a lot of work, technical problem that paving planeness is out bad with the laying method solving ground stone of the prior art.
The present invention solves the problems of the technologies described above by the following technical programs, reaches object of the present invention.
A laying method for ground stone, comprises following flow process:
Hanging wire and paving ground stone;
Described hanging wire and paving ground stone comprise the following steps:
A), hanging wire;
B), at bottom surface, the first row first ground stone corner mounting bracket, described the first row first ground stone is positioned on building floor, as with horizontal out-of-flatness, then press Level tune smooth;
C), at bottom surface, the first row second ground stone corner mounting bracket, described the first row second ground stone is positioned on described building floor, and splice with described the first row first ground stone, as with horizontal out-of-flatness, then press Level tune smooth;
D), according to described step c) described in, successively by bottom surface, lower a slice ground stone corner mounting bracket, described lower a slice ground stone is positioned on described building floor, and splice with upper a slice ground stone, as with horizontal out-of-flatness, then press Level tune smooth, until set up last a slice ground stone of described the first row;
E), in the space between the ground stone and described building floor of described the first row inject cement mortar, fill the paving of the ground stone namely completing described the first row;
F), according to described step a), described step b), described step c), described steps d), described step e) described in, complete the paving of all the other each row ground stone successively.
The laying method of ground stone of the present invention, 30%-40% faster than existing laying method paving speed because the later stage of paving do not knock ground stone, so planeness is good after ground stone paving.
Further, described ground stone is one or both combination in ceramic tile, marble, granite, artificial stone or the combination of three kinds or the combination of four kinds.Described ground stone is preferably dimensioned to be more than 600mm*600mm.
A second aspect of the present invention object is to propose a kind of support, for the laying method for ground stone recited above.
A kind of support, comprising:
Height-adjustable support member;
Flat board, described flat board is fixedly installed on the end face of described height-adjustable support member by bottom surface.
Support of the present invention, may be used for described ground stone to prop, to form space between described ground stone and described building floor, to inject cement mortar, realizes the paving of described ground stone.Because there is height-adjustable support member, laying method for ground stone of the present invention time, can realize described ground stone smooth by Level tune.
A kind of support as described in technical scheme above, also comprises:
Four-bladed vane or cross bar, described four-bladed vane or described cross bar are fixedly installed on the end face of described flat board by bottom surface.The effect of described four-bladed vane or described cross bar limits the position of ground stone on support.
As a kind of support above as described in arbitrary technical scheme, described height-adjustable support member comprises:
Inner thread piece;
External thread piece, described external thread piece coordinates with described inner thread piece;
Described flat board is fixedly installed on described inner thread piece or external thread piece end face by bottom surface.
Further, described inner thread piece is inner thread sleeve, and described external thread piece is external thread sleeve or is with externally threaded column.
A third aspect of the present invention object is that proposing a kind of cement mortar stirs conveying integrated machine, and these facility have the function of injection water cement mortar, for the laying method for ground stone recited above.
A kind of cement mortar stirs conveying integrated machine, comprising:
Support;
Cement mortar storage tank, described cement mortar storage tank is arranged on the bracket;
Cement plaster blender, described cement plaster blender is arranged on the bracket, and is positioned at above described cement mortar storage tank;
Connecting pipe, described connecting pipe is communicated with described cement mortar storage tank and described cement plaster blender;
First valve, described first valve is arranged in described connecting pipe;
Cement mortar conveyance conduit, one of described cement mortar conveyance conduit connects described cement mortar storage tank, and other end is free state;
Shower nozzle, described shower nozzle is arranged on the other end of described cement mortar conveyance conduit;
Second valve, described second valve is arranged on the other end of described cement mortar conveyance conduit;
Air compressor machine, described air compressor machine is arranged on the bracket;
First compressed air tunnel, described first compressed air tunnel is communicated with described air compressor machine and described cement mortar storage tank;
Control panel, described control panel is arranged on the bracket, and described control panel is electrically connected with described cement plaster blender, described air compressor machine.
Utilize cement mortar of the present invention to stir conveying integrated machine, at the scene of the laying method of enforcement ground stone of the present invention, can realize mixing cement mortar then and there, inject cement mortar then and there.
Further, described cement mortar stirs conveying integrated machine, also comprises
Additive storage bin, described additive storage bin is arranged on the bracket;
Additive delivery pipeline, additive storage bin described in described additive delivery pipeline communication and described cement mortar storage tank;
Second compressed air tunnel, described second compressed air tunnel is communicated with described air compressor machine and described additive storage bin;
Controlled pneumatic control valve, described controlled pneumatic control valve is arranged on described second compressed air tunnel.
In above-mentioned arbitrary technical scheme further, described a kind of cement mortar stirs conveying integrated machine, and also comprise pressure meter, described pressure meter is arranged on described cement mortar storage tank.
In above-mentioned arbitrary technical scheme further, described a kind of cement mortar stirs conveying integrated machine, and also comprise reducing valve, described reducing valve is arranged on described cement mortar storage tank.
In above-mentioned arbitrary technical scheme further, described a kind of cement mortar stirs conveying integrated machine, and also comprise road wheel, described road wheel is arranged on the bottom of described support.Such cement mortar stirs conveying integrated machine, can carry out, use convenient.
Be described further below with reference to the technique effect of accompanying drawing to design of the present invention, concrete structure and generation, understand object of the present invention, characteristic sum effect fully to make those skilled in the art.
Accompanying drawing explanation
Fig. 1 is the structural representation of support of the present invention.
Fig. 2 is the top view of support of the present invention.
Fig. 3 is the schematic diagram of the building floor of the laying method paving adopting ground stone of the present invention.
Fig. 4 is the schematic diagram that cement mortar of the present invention stirs conveying integrated machine.
Fig. 5 is the schematic diagram that cement mortar of the present invention stirs the support of conveying integrated machine.
Fig. 6 is the circuit diagram that cement mortar of the present invention stirs conveying integrated machine.
Detailed description of the invention
As shown in Figure 1, 2, a kind of support 1, comprises height-adjustable support member 11, dull and stereotyped 12, preferably, also comprises four-bladed vane 13 or cross bar; For only including height-adjustable support member 11, dull and stereotyped 12, do not comprise the support of four-bladed vane 13 or cross bar, hereinafter referred tabula rasa support, tabula rasa support is used for the corner portions of building floor; For the support comprising height-adjustable support member 11, flat board 12 and four-bladed vane 13, hereinafter referred four-bladed vane support, four-bladed vane support is used for the position of four pieces of ground stone splicings; For the support comprising height-adjustable support member 11, flat board 12 and cross bar, hereinafter referred cross bar support, cross bar support is used for the position of two pieces of ground stone splicings.Height-adjustable support member 11 comprises inner thread piece 111, external thread piece 112.External thread piece 112 coordinates with inner thread piece 111, specifically the external screw thread of external thread piece 112 and the screw-internal thread fit of inner thread piece 111.Dull and stereotyped 12 are fixedly installed on the end face of inner thread piece 11 or external thread piece 112 by bottom surface, and the concrete mode that is fixedly installed is that integrally casting is shaping.Four-bladed vane 13 or cross bar are fixedly installed on the end face of dull and stereotyped 12 by bottom surface, and the concrete mode that is fixedly installed is that integrally casting is shaping.Inner thread piece 111 is inner thread sleeves, and external thread piece 112 is external thread sleeves or is with externally threaded column.In a preferred technical scheme, dull and stereotyped 12 are fixedly installed on the end face of external thread piece 112 by bottom surface, external thread piece 112 is the externally threaded columns of band, inner thread piece 111 is inner thread sleeves, be quadrangle, hexagon or octagon outside the cross section of inner thread sleeve, so that spanner is pulled, realize the adjustment of support 1 height, to realize the adjustment by level to ground stone further.
The material of support 1 is preferably ABS.
As shown in Figure 3.A laying method for ground stone 2, comprises following flow process:
Cleaning, wetting basic unit and ground stone 2;
Walkthrough numbering (if want parquets, then needs walkthrough to number; If do not need parquets, this step can be omitted);
Hanging wire and paving ground stone 2;
The cementation of fissures, wiping seam;
Maintenance;
Hanging wire and paving ground stone 2 comprise the following steps:
A), hanging wire;
B), at bottom surface, the first row first ground stone 211 corner mounting bracket 1111, the preferred glue of mounting means glueds joint, the first row first ground stone 211 is positioned on building floor 3, as with horizontal out-of-flatness, then by regulating support height, to press Level tune smooth;
C), at bottom surface, the first row second ground stone 212 corner mounting bracket 1121, the first row second ground stone 212 is positioned on building floor, and splice with the first row first ground stone 211, as with horizontal out-of-flatness, then by regulating support height, to press Level tune smooth;
D), according to step c) described in, successively by bottom surface, lower a slice ground stone corner mounting bracket, lower a slice ground stone is positioned on building floor, and splice with upper a slice ground stone, as with horizontal out-of-flatness, then smooth by regulating support height to press Level tune, until set up last a slice ground stone of the first row;
E), in the space between the ground stone and building floor of the first row inject cement mortar, fill the paving of the ground stone namely completing the first row;
F), according to step a), step b), step c), steps d), step e) described in, complete the paving of all the other each row ground stone successively.
Ground stone 2 is one or both combination in ceramic tile, marble, granite, artificial stone or the combination of three kinds or the combination of four kinds.The specification of ground stone 2 is preferably more than 600mm*600mm.
Inject cement mortar 4 in space earthward between stone material and building floor, cement mortar below can be adopted to stir conveying integrated machine.
As shown in Figure 4.A kind of cement mortar stirs conveying integrated machine 5, comprising: support 51, cement mortar storage tank 52, cement plaster blender 53, connecting pipe 54, first valve 55, shower nozzle 56, cement mortar conveyance conduit 59, second valve 510, air compressor machine 511, first compressed air tunnel 512, control panel 513, additive storage bin 514, additive delivery pipeline 515, second compressed air tunnel 57, pressure meter 516, reducing valve 517, road wheel 58, attaching plug 518, controlled pneumatic control valve 519.
Hold concurrently shown in Figure 5.Support 51 comprises the first transverse bar 5111, second transverse bar 5112, the 3rd transverse bar 5113, the 4th transverse bar 5114, the 5th transverse bar 5115, the 6th transverse bar 5116, first longitudinal rod 5121, second longitudinal rod 5122, the 3rd longitudinal rod 5123, the 4th longitudinal rod 5124, the 5th longitudinal rod 5125, the vertical bar 5132 of the 6th longitudinal rod 5126, first vertical bar 5131, second, the 3rd vertical bar 5133, the 4th vertical bar 5134, the 5th vertical bar 5135, the 6th vertical bar 5136, first oblique rod 5141, second oblique rod 5142, installing plate 5151.
First transverse bar 5111, second transverse bar 5112 be arranged in parallel; First longitudinal rod 5121, second longitudinal rod 5122 be arranged in parallel; The two ends of the first transverse bar 5111 connect one end of the first longitudinal rod 5121, one end of the second longitudinal rod 5122 respectively, and the two ends of the second transverse bar 5112 connect the other end of the other end of the first longitudinal rod 5121, the second longitudinal rod 5122 respectively.First transverse bar 5111, second transverse bar 5112, first longitudinal rod 5121, second longitudinal rod 5122 forms a rectangle.
3rd longitudinal rod 5123 is parallel with the first longitudinal rod 5121, second longitudinal rod 5122, and the 3rd longitudinal rod 5123 is between the first longitudinal rod 5121, second longitudinal rod 5122; One end of 3rd longitudinal rod 5123 connects the first transverse bar 5111, and the other end connects the second transverse bar 5112.The rectangle that first transverse bar 5111, second transverse bar 5112, first longitudinal rod 5121, second longitudinal rod 5122 is formed is separated into two parts by the 3rd longitudinal rod 5123.
One end of first vertical bar 5131 connects the junction of the first transverse bar 5111 and the first longitudinal rod 5121; One end of second vertical bar 5132 connects the junction of the second transverse bar 5112 and the first longitudinal rod 5121; One end of 3rd vertical bar 5133 connects the junction of the first transverse bar 5111 and the second longitudinal rod 5122; One end of 4th vertical bar 5134 connects the junction of the second transverse bar 5112 and the second longitudinal rod 5122; One end of 5th vertical bar 5135 connects the junction of the first transverse bar 5111 and the 3rd longitudinal rod 5123; One end of 6th vertical bar 5136 connects the junction of the second transverse bar 5112 and the 3rd longitudinal rod 5123.
3rd transverse bar 5113 and the 4th transverse bar 5114 be arranged in parallel, 3rd transverse bar 5113 is between the first transverse bar 5111 and the second transverse bar 5112, the two ends of the 3rd transverse bar 5113 connect the second longitudinal rod 5122 and the 3rd longitudinal rod 5123 respectively, 4th transverse bar 5114 is between the first transverse bar 5111 and the 3rd transverse bar 5112, and the two ends of the 4th transverse bar 5114 connect the second longitudinal rod 5122 and the 3rd longitudinal rod 5123 respectively.
5th transverse bar 5115 and the 6th transverse bar 5116 be arranged in parallel, and the two ends of the 5th transverse bar 5115 connect the other end of the 3rd vertical bar 5133 and the other end of the 5th vertical bar 5135 respectively; The two ends of the 6th transverse bar 5116 connect the other end of the 4th vertical bar 5134 and the other end of the 6th vertical bar 5136 respectively.
4th longitudinal rod 5124 and the 5th longitudinal rod 5125 be arranged in parallel, the two ends of the 4th longitudinal rod 5124 connect the other end of the 5th vertical bar 5135 and the other end of the 6th vertical bar 5136 respectively, and the two ends of the 5th longitudinal rod 5125 connect the other end of the 3rd vertical bar 5133 and the other end of the 4th vertical bar 5134 respectively.
First oblique rod 5141 and the second oblique rod 5142 be arranged in parallel, and one end of the first oblique rod 5141 connects the junction of the 6th transverse bar 5116, the 5th longitudinal rod 5125 and the 4th vertical bar 5134.One end of second oblique rod 5142 connects the junction of the 5th transverse bar 5115, the 5th longitudinal rod 5125 and the 3rd vertical bar 5133.First oblique rod 5141 and the second oblique rod 5142 are all inclined upwardly.
The two ends of the 6th longitudinal rod 5126 connect the other end of the first oblique rod 5141, the other end of the second oblique rod 5142 respectively.
Installing plate 5151 is arranged on the 5th longitudinal rod 5135, and installing plate 5151 is arranged straight up.
Cement mortar storage tank 52 is arranged on support 51, between the first transverse bar 5111, second transverse bar 5112, first longitudinal rod 5121, the vertical bar 5132 of the 3rd longitudinal rod 5123, first vertical bar 5131, second, the 5th vertical bar 5135, the 6th vertical bar 5136, concrete set-up mode is welded in the middle part of the vertical bar 5132 of the first vertical bar 5131, second, the 5th vertical bar 5135, the 6th vertical bar 5136.
Cement plaster blender 53 is arranged on support 51, and be positioned at above cement mortar storage tank 52, same with cement mortar storage tank 52 between the first transverse bar 5111, second transverse bar 5112, first longitudinal rod 5121, the vertical bar 5132 of the 3rd longitudinal rod 5123, first vertical bar 5131, second, the 5th vertical bar 5135, the 6th vertical bar 5136, concrete set-up mode is the other end being welded on the vertical bar 5132 of the first vertical bar 5131, second, the 5th vertical bar 5135, the 6th vertical bar 5136; Cement plaster blender 53 comprises hopper 531, motor 532, axis of rotation 533, blade 534, support member 535.Motor 532 is arranged on hopper 531 by support member 535, and is positioned at above hopper 531.Axis of rotation is connected with the output shaft of 533 motors 532.Blade 534 is arranged on axis of rotation 533, is arranged in hopper 531.
Connecting pipe 54 is communicated with cement mortar storage tank 52 and cement plaster blender 53, is specifically communicated with the hopper 531 of cement mortar storage tank 52 and cement plaster blender.
First valve 55 is arranged in connecting pipe 54.
One of cement mortar conveyance conduit 59 connects cement mortar storage tank 52, and other end is free state;
Shower nozzle 56 is arranged on the other end of cement mortar conveyance conduit 59;
Second valve 510 is arranged on the other end of cement mortar conveyance conduit 59;
Air compressor machine 511 is arranged on support 51, between the first transverse bar 5111, second transverse bar 5112, the 3rd transverse bar 5113, the 4th transverse bar 5114, the 5th transverse bar 5115, the 6th transverse bar 5116, second longitudinal rod 5122, the 3rd longitudinal rod 5123, the 4th longitudinal rod 5124, the 5th longitudinal rod 5125, the 3rd vertical bar 5133, the 4th vertical bar 5134, the 5th vertical bar 5135, the 6th vertical bar 5136, concrete set-up mode is welded on the 3rd transverse bar 5113 and the 4th transverse bar 5114.
First compressed air tunnel 512 is communicated with air compressor machine 511 and cement mortar storage tank 52.
Control panel 513 is arranged on support 51, is specifically arranged on installing plate 5151, and control panel 513 is electrically connected with cement plaster blender, air compressor machine, controlled pneumatic control valve.Physical circuit is shown in Fig. 6.
Additive storage bin 514 is arranged on support 51, between the first transverse bar 5111, second transverse bar 5112, the 3rd transverse bar 5113, the 4th transverse bar 5114, the 5th transverse bar 5115, the 6th transverse bar 5116, second longitudinal rod 5122, the 3rd longitudinal rod 5123, the 4th longitudinal rod 5124, the 5th longitudinal rod 5125, the 3rd vertical bar 5133, the 4th vertical bar 5134, the 5th vertical bar 5135, the 6th vertical bar 5136, concrete set-up mode is welded on the 4th longitudinal rod 5124, the 5th longitudinal rod 5125.
Additive delivery pipeline 515 is communicated with additive storage bin 514 and cement mortar storage tank 52.
Second compressed air tunnel 57 is communicated with air compressor machine 511 and additive storage bin 514, and controlled pneumatic control valve 519 is arranged on the second compressed air tunnel 57.
Pressure meter 516 is arranged on cement mortar storage tank 52.
Reducing valve 517 is arranged on cement mortar storage tank 52.
Four road wheels, be arranged on the junction of the vertical bar 5131 of the first transverse bar 5111, first longitudinal rod 5121, first respectively, the junction of the first transverse bar 5111, second longitudinal rod 5122, the 3rd vertical bar 5133, the junction of the vertical bar 5132 of the second transverse bar 5112, first longitudinal rod 5121, second, the junction of the second transverse bar 5112, second longitudinal rod 5122, the 4th vertical bar 5134.
Cement mortar of the present invention stirs conveying integrated machine, and using method is as follows:
By required dosage, water, cement, yellow sand are added to cement mortar and stir hopper 53, add additive to additive storage bin 514 by required dosage.
Be with moving vane 58 to stir by stirring motor 56, axis of rotation 57 and water, cement, yellow sand, additive are stirred into mortar, open the first valve 55, allow mortar enter cement mortar storage tank 52 by connecting pipe 54.Mortar is carried discharging by cement mortar conveyance conduit 59 and the second valve 510 by air compressor machine 511 automatic transport air pressure.
More than describe preferred embodiment of the present invention in detail.Should be appreciated that those of ordinary skill in the art just design according to the present invention can make many modifications and variations without the need to creative work.Therefore, all technician in the art, all should by the determined protection domain of claims under this invention's idea on the basis of existing technology by the available technical scheme of logical analysis, reasoning, or a limited experiment.
Claims (10)
1. a support, is characterized in that, comprising:
Height-adjustable support member;
Flat board, described flat board is fixedly installed on the end face of described height-adjustable support member by bottom surface.
2. a kind of support as claimed in claim 1, is characterized in that, also comprise:
Four-bladed vane or cross bar, described four-bladed vane or cross bar are fixedly installed on the end face of described flat board by bottom surface.
3. a kind of support as claimed in claim 1 or 2, is characterized in that, described height-adjustable support member comprises:
Inner thread piece;
External thread piece, described external thread piece coordinates with described inner thread piece;
Described flat board is fixedly installed on described inner thread piece or external thread piece end face by bottom surface.
4. a kind of support as claimed in claim 3, is characterized in that, described inner thread piece is inner thread sleeve, and described external thread piece is external thread sleeve or is with externally threaded column.
5. a laying method for ground stone, comprises following flow process:
Hanging wire and paving ground stone;
It is characterized in that, described hanging wire and paving ground stone comprise the following steps:
A), hanging wire;
B), in bottom surface, the first row first ground stone corner support as claimed in claim 1 is installed, described the first row first ground stone is positioned on building floor, as with horizontal out-of-flatness, then press Level tune smooth;
C), in bottom surface, the first row second ground stone corner, support as claimed in claim 1 is installed, described the first row second ground stone is positioned on described building floor, and splice with described the first row first ground stone, as with horizontal out-of-flatness, then press Level tune smooth;
D), according to described step c) described in, successively support as claimed in claim 1 is installed in bottom surface, lower a slice ground stone corner, described lower a slice ground stone is positioned on described building floor, and splice with upper a slice ground stone, as with horizontal out-of-flatness, then press Level tune smooth, until set up last a slice ground stone of described the first row;
E), in the space between the ground stone and described building floor of described the first row inject cement mortar, fill the paving of the ground stone namely completing described the first row;
F), according to described step a), described step b), described step c), described steps d), described step e) described in, complete the paving of all the other each row ground stone successively.
6. the laying method of ground stone as claimed in claim 5, is characterized in that: described ground stone is one or both combination in ceramic tile, marble, granite, artificial stone or the combination of three kinds or the combination of four kinds.
7. cement mortar stirs a conveying integrated machine, it is characterized in that, comprising:
Support;
Cement mortar storage tank, described cement mortar storage tank is arranged on the bracket;
Cement plaster blender, described cement plaster blender is arranged on the bracket, and is positioned at above described cement mortar storage tank;
Connecting pipe, described connecting pipe is communicated with described cement mortar storage tank and described cement plaster blender;
First valve, described first valve is arranged in described connecting pipe;
Cement mortar conveyance conduit, one of described cement mortar conveyance conduit connects described cement mortar storage tank, and other end is free state;
Shower nozzle, described shower nozzle is arranged on the other end of described cement mortar conveyance conduit;
Second valve, described second valve is arranged on the other end of described cement mortar conveyance conduit;
Air compressor machine, described air compressor machine is arranged on the bracket;
First compressed air tunnel, described first compressed air tunnel is communicated with described air compressor machine and described cement mortar storage tank;
Control panel, described control panel is arranged on the bracket, and described control panel is electrically connected with described cement plaster blender, described air compressor machine.
8. a kind of cement mortar as claimed in claim 7 stirs conveying integrated machine, it is characterized in that, also comprises additive storage bin, and described additive storage bin is arranged on the bracket;
Additive delivery pipeline, additive storage bin described in described additive delivery pipeline communication and described cement mortar storage tank;
Second compressed air tunnel, described second compressed air tunnel is communicated with described air compressor machine and described additive storage bin;
Controlled pneumatic control valve, described controlled pneumatic control valve is arranged on described second compressed air tunnel.
9. a kind of cement mortar as claimed in claim 7 stirs conveying integrated machine, and it is characterized in that, also comprise pressure meter, described pressure meter is arranged on described cement mortar storage tank.
10. a kind of cement mortar as claimed in claim 7 stirs conveying integrated machine, and it is characterized in that, also comprise reducing valve, described reducing valve is arranged on described cement mortar storage tank.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410427194.3A CN104264953A (en) | 2014-08-27 | 2014-08-27 | Support, paving method for ground stone and cement mortar stirring and conveying all-in-one machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410427194.3A CN104264953A (en) | 2014-08-27 | 2014-08-27 | Support, paving method for ground stone and cement mortar stirring and conveying all-in-one machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104264953A true CN104264953A (en) | 2015-01-07 |
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| CN201410427194.3A Pending CN104264953A (en) | 2014-08-27 | 2014-08-27 | Support, paving method for ground stone and cement mortar stirring and conveying all-in-one machine |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104712121A (en) * | 2015-01-29 | 2015-06-17 | 苏州科逸住宅设备股份有限公司 | Tile surface composite board |
| CN105256973A (en) * | 2015-09-11 | 2016-01-20 | 苏州水木清华设计营造有限公司 | Method for paving and constructing floor tiles with elevation cushion blocks |
| CN106836728A (en) * | 2016-07-29 | 2017-06-13 | 上海市建筑装饰工程集团有限公司 | The built on stilts prepackage slip casting consolidated structures of stone material terrace |
| CN109610771A (en) * | 2018-11-01 | 2019-04-12 | 中建四局第六建筑工程有限公司 | A kind of grouting behind shaft or drift lining floor tile construction method |
-
2014
- 2014-08-27 CN CN201410427194.3A patent/CN104264953A/en active Pending
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104712121A (en) * | 2015-01-29 | 2015-06-17 | 苏州科逸住宅设备股份有限公司 | Tile surface composite board |
| CN104712121B (en) * | 2015-01-29 | 2017-12-22 | 苏州科逸住宅设备股份有限公司 | A kind of tile decorative surface composite plate |
| CN105256973A (en) * | 2015-09-11 | 2016-01-20 | 苏州水木清华设计营造有限公司 | Method for paving and constructing floor tiles with elevation cushion blocks |
| CN106836728A (en) * | 2016-07-29 | 2017-06-13 | 上海市建筑装饰工程集团有限公司 | The built on stilts prepackage slip casting consolidated structures of stone material terrace |
| CN109610771A (en) * | 2018-11-01 | 2019-04-12 | 中建四局第六建筑工程有限公司 | A kind of grouting behind shaft or drift lining floor tile construction method |
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