CN109736484B - Parametric brick splicing and building method for clean water bricks - Google Patents

Parametric brick splicing and building method for clean water bricks Download PDF

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Publication number
CN109736484B
CN109736484B CN201910035343.4A CN201910035343A CN109736484B CN 109736484 B CN109736484 B CN 109736484B CN 201910035343 A CN201910035343 A CN 201910035343A CN 109736484 B CN109736484 B CN 109736484B
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brick
bricks
wall
glass
wall surface
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CN109736484A (en
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周隽罡
闫雪花
印山鸿
叶玉琳
李昌龙
余诚
具海玲
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Shanghai Euan Construction Tsukito Design Inc
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Shanghai Euan Construction Tsukito Design Inc
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Abstract

The invention discloses a parameterized tile splicing and building method for a bare brick, which comprises the bare brick, wherein the tile splicing mode of the bare brick adopts cross tile splicing, and the gradual rhythm sense is realized by controlling the distance of a T-shaped brick protruding out of a wall surface; the wall with the protruding T-shaped bricks is connected with a uniform glowing color through the luminous glass bricks, the wall gradual change rule is designed in advance by considering the uncertainty of site construction and is accurate to each T-shaped brick, the wall gradual change rule adopts parameterization tools Rhino and Grasshopper to design a gradual change curve, and the distance of each T-shaped brick protruding out of the wall is accurately controlled through the gradual change curve. The invention has new breakthrough and innovation on the common cross-shaped brick laying mode, combines the modern common parameterization means, and guides the laying of the brick with a parameterization method, so that the brick wall presents the rhythmic feeling of a specific rule.

Description

Parametric brick splicing and building method for clean water bricks
Technical Field
The invention relates to the field of building design, in particular to a method for building ganged bricks in a parameterized manner.
Background
The brick has the characteristics of integrated bearing, variable style, simple construction and the like, and is a good building material at present. The method for laying the wall body surface shape is adopted since ancient times, the wall body surface shape is single, and no innovation and breakthrough in the process aspect exist so far.
In summary, aiming at the defects in the prior art, a parameterized bricklaying and building method of the ganged bricks is particularly needed to solve the defects in the prior art.
Disclosure of Invention
The invention aims to provide a parameterized bricklaying method for bare bricks, which has novel design, has new breakthrough and innovation on the common cross bare brick bricklaying mode, combines the modern common parameterization means, and guides the bricklaying of the bare bricks by a parameterized method, so that the bare brick wall presents rhythmic feelings of specific rules, thereby overcoming the defects of the prior art.
In order to achieve the purpose, the technical scheme of the invention is as follows:
a parameterized tile splicing and building method for a bare brick comprises the bare brick, wherein the tile splicing mode of the bare brick adopts cross tile splicing, and gradual rhythmic sense is realized by controlling the distance of the T bricks protruding out of a wall surface; the wall with the protruding T-shaped bricks is connected with a uniform glowing color through the luminous glass bricks, the wall gradual change rule is designed in advance by considering the uncertainty of site construction and is accurate to each T-shaped brick, the wall gradual change rule adopts parameterization tools Rhino and Grasshopper to design a gradual change curve, and the distance of each T-shaped brick protruding out of the wall is accurately controlled through the gradual change curve.
Further, the specific operation steps of the parameterization tool are as follows:
deriving a facade contour CAD in the model, and then deriving a PDF facade contour manuscript;
opening a vertical face outline in Photoshop, and drawing a black-white pure color picture within the range of the vertical face outline;
and (3) using a Panelingtools plug-in rhinoceros software, arranging a dot matrix according to the dimension of a brick list by using the Ptgrid function of the plug-in, and arranging 13 bricks in masonry modes with the wall surface according to the rule of a black-and-white picture by using the PtPanel3DCustomVariable function.
Further, the construction method of the invention comprises the following steps:
a) firstly, dividing the whole wall into three areas in a drawing, namely, the left side is an area A, the right side is an area B, the middle part is an area C, the classification is based on the characteristics of the wall surface ganged bricks, the ganged bricks in the area A and the area B are prominently changed, and the ganged bricks in the area C are not prominent;
b) firstly, establishing coordinate grids in the area A and the area B, taking the central point of each brick as the intersection point of the coordinate grids, mutually staggering the transverse intervals of the coordinate grids at 187mm and 188mm, and naming the X and Y coordinate directions of the grids by numbers respectively to form an accurate two-dimensional grid system, wherein the bricks in the area C have no convex change and no luminescent glass bricks, and the bricks are laid by a common cross brick laying method;
c) determining two-dimensional coordinates of the bricks, but because the bricks have convex changes, determining coordinates of a third direction Z, wherein each brick needs X, Y and Z coordinate positioning, X represents the numerical sequence on a transverse grid, Y represents the numerical sequence on a vertical grid, and Z represents the distance protruding out of 240 wall surfaces, so that a complete three-dimensional coordinate system is established, each brick is accurately positioned, and the X, Y and Z coordinates need to be marked on each brick before construction so as to facilitate construction;
d) during on-site construction, brick arrangement is carried out according to areas, and each brick is sequentially built according to coordinates;
e) the luminous glass brick is built by laying the steel sleeve and the ganged brick together, the position of the glass brick is reserved, and the glass brick is plugged into the steel sleeve at the appointed position and fixed by structural adhesive at the later stage.
Further, the distance of the T-shaped bricks protruding out of the wall surface is used as a variable of gradual change of the wall surface;
the distance between the T-shaped bricks and the wall surface is increased by 0mm and 10mm, and gradually changed bulges of 0mm, 10mm, 20mm, 30mm, 40mm, 50mm, 60mm, 70mm, 80mm, 90mm, 100mm, 110mm and 120mm are formed.
Furthermore, the invention adopts a mode that the steel shell wraps the luminous glass bricks at the convergence position in the middle of gradual change to replace the common ganged bricks except for the large-scale gradual change of the whole ganged bricks, and the luminous glass bricks also adopt small-scale gradual change, and also use a parametric design tool to assist, so that the effect is a mode that the density is changed from top to bottom to the middle.
Furthermore, the thickness of the foundation of the dry brick wall is 240mm, the T-shaped bricks protrude outwards according to specific sizes, and the interiors of the T-shaped bricks are filled by bricks with specific sizes which are customized in advance.
Further, the construction process of the luminescent glass brick comprises the following steps:
the light-emitting glass brick is fixed in the steel structure sleeve through structural adhesive after the steel sleeve is fixed, the light-emitting glass brick is divided into two sizes of 180 x 115 x 53mm and 240 x 115 x 53mm according to the distance of a protruded wall surface, a reserved hole for installing a lamp system is arranged behind the light-emitting glass brick, and the reserved hole is 60 mm;
the thickness of the steel sleeve wrapping the luminous glass brick is 1mm, the size of a steel plate with the thickness of 1mm is enough through field test, the thickness of the luminous glass brick is 53mm and is consistent with the thickness of the bare brick, the size of the steel sleeve is 2-3mm larger than the bare brick, and the lamp system is installed indoors after the lamp system is installed on a wall surface.
Further, the installation sequence of the luminous glass bricks is as follows:
1) firstly, connecting a stainless steel sleeve with a glass block according to different picking distances of the luminescent glass block in a construction drawing, uniformly fixing the glass cement according to a position fixed in advance, not randomly gluing, and numbering according to different picking distances;
2) the exposed part of the luminescent glass block is wrapped by kraft paper to avoid mortar pollution in the masonry process;
3) after the brick wall is built, LED lamplight in the lamp system is installed indoors, all the LEDs are white lamplight, and the brightness is controlled by computer mathematics to gradually flicker.
The invention has the beneficial effects that: the invention has novel design, has new breakthrough and innovation on the common cross-shaped brick laying mode, combines the modern common parameterization means, and guides the laying of the brick by a parameterization method, so that the brick wall presents the rhythmic feeling of a specific rule, and the laying mode is correspondingly changed. The T-shaped bricks with partial protrusions are replaced by glass bricks wrapped by steel structure sleeves, and the connection of the glass bricks and the steel sleeves and the connection of the steel sleeves and the bare bricks are the construction characteristics and the breakthrough points of the invention. The method has the advantages that the modern mode is adopted to guide the building of the common ganged brick, the effect which is completely different from the common building mode of the ganged brick is the maximum characteristic and bright point of the method, and the method is a good innovative scheme and has market popularization prospect.
Drawings
The invention is described in detail below with reference to the following figures and detailed description:
FIG. 1 shows the effect of the center construction of the present invention;
FIG. 2 is a wall size diagram of the present invention;
FIG. 3 is a cross-shaped brick splicing mode according to the present invention;
FIG. 4 is a view of the overall wall surface effect of the present invention;
FIG. 5 is a sectional view of a full wall according to the present invention;
FIG. 6 is a diagram of a wall grid system setup of the present invention;
FIG. 7 is a coordinate positioning diagram of the glass light-emitting brick of the present invention;
FIG. 8 is a coordinate definition diagram of the tile of the present invention;
FIG. 9 is a graph of the variables for controlling fade in accordance with the present invention;
FIG. 10 is a view of the wall projection of the present invention as shown at 0;
FIG. 11 is a view of the wall projection 10 of the present invention;
FIG. 12 is a view of the configuration of wall projection 20 of the present invention;
FIG. 13 is a view of the wall projection 30 of the present invention;
FIG. 14 is a view of the construction of the wall projection 40 of the present invention;
FIG. 15 is a view of the configuration of the wall projection 50 of the present invention;
FIG. 16 is a view of the configuration of wall projection 60 of the present invention;
FIG. 17 is a view of the configuration of the wall projection 70 of the present invention;
FIG. 18 is a view of the configuration of the wall projection 80 of the present invention;
FIG. 19 is a view of the configuration of the wall projection 90 of the present invention;
FIG. 20 is a view of the wall projection 100 of the present invention;
FIG. 21 is a view of the configuration of the wall projection 110 of the present invention;
FIG. 22 is a view of the wall projection 120 of the present invention;
FIG. 23 is a view of the wall surface parameterization of the present invention;
FIG. 24 is a diagram of the gradual change effect of the light-emitting wall tiles of the present invention;
FIG. 25 is a section view of a dry brick wall panel;
FIG. 26 is a size diagram of a glass light-emitting tile according to the present invention;
fig. 27 is a construction method structure diagram of the glass light-emitting brick of the present invention.
Detailed Description
In order to make the technical means, the creation characteristics, the achievement purposes and the effects of the invention easy to understand, the invention is further explained below by combining the specific drawings.
The embodiment of the invention uses the Nanchang green geosyncline image display center, is positioned in the core protection range of the Nanchang three-hole well historical landscape area, and has a deep historical background. The whole design of the building respects history, and the national wind characteristics are continuously restored, so that the plain brick is built, and meanwhile, the modern characteristics are combined, and a parameterized technical means is adopted, so that the originally common plain brick wall shows regular and rhythmic gradual change. The modern method is used for restoring the historical buildings, the modern more refined aesthetic feeling is presented while the historical marks are traced, and the effect is shown in fig. 1. The main design problem of the brick wall is 'light flow', and because the brick wall is connected with two upper and lower glass blocks, the two glass blocks are connected through the brick and the luminous glass blocks in the initial design stage, so that the integral connection is unified, and the brick wall is brilliant.
The overall brick wall splicing bricks and the specific size are shown in figure 2, the overall length of the brick wall is 29.18 m, the maximum height is 11.375 m, the cross-shaped splicing bricks are adopted in the basic brick splicing mode shown in figure 3, the overall wall surface presents a concave-convex gradient effect with rhythm, the middle part presents a gradient effect of light according to design, and the catastrophe effect is shown in figure 4.
The invention realizes gradual rhythm by controlling the distance of the T-shaped bricks protruding out of the wall surface on the basis of the cross brick splicing method. Considering the uncertainty of site construction, a wall surface gradual change rule needs to be designed in advance and is accurate to each T-shaped brick, so that a gradual change curve is designed by means of a parametric design tool Rhino and Grasshopper, and the distance of each T-shaped brick protruding out of the wall surface is accurately controlled through the gradual change curve.
The parameterization design concrete operation method comprises the following steps:
and (4) deriving a facade contour CAD in the model, and then deriving a PDF facade contour manuscript.
Opening the vertical face outline in Photoshop, and drawing a black-white pure color picture in the range of the vertical face outline.
And (3) using Panelingtools (plug-in) in rhinoceros (software), arranging the dot matrix according to the dimension of the brick list by using the Ptgrid function of the plug-in, and then arranging the bricks in 13 masonry modes with the wall surface according to the rule of a black-and-white picture by using the PtPanel3DCustomVariable function.
The construction method comprises the following specific operation steps:
as shown in fig. 5, the entire wall is first divided into three regions in the drawing, the left side is region a, the right side is region B, and the middle portion is region C. The classification is based on the characteristics of the wall surface ganged bricks, the ganged bricks in the area A and the area B have prominent changes, and the ganged bricks in the area C have no prominence.
The convex variation of the tiles in the areas a and B is complicated and therefore requires precise positioning. Firstly, coordinate grids are established in the two areas, the central point of each brick is taken as the intersection point of the coordinate grids, the transverse spacing of the coordinate grids is 187mm and 188mm, the vertical spacing is 63mm, and the X coordinate direction and the Y coordinate direction of the grids are respectively named by numbers to form an accurate two-dimensional grid system. The bricks in the area 3 have no convex change and have no luminous glass bricks, and the common cross brick laying method is only used. The whole wall surface grid is positioned as shown in figure 6, and the luminous glass bricks are positioned as shown in figure 7.
The second step determines the two-dimensional coordinates of the tile, but because of the convex variation of the tile, it is also necessary to determine the coordinates of the third direction Z. Each tile requires X, Y, Z coordinate positioning, X denoting numerical order on the horizontal grid, Y denoting numerical order on the vertical grid, and Z denoting distance to protrude 240 walls, e.g. when a tile wall protrudes 120mm from a wall, Z is 120. At this time, a complete three-dimensional coordinate system is established, each brick is accurately positioned, and the coordinates of X, Y and Z need to be marked on each brick before construction, as shown in fig. 8, so as to facilitate construction.
During on-site construction, bricks are arranged according to regions, and each brick is sequentially built according to coordinates.
The luminous glass brick is built by the steel sleeve and the ganged brick, the position of the glass brick is reserved, and the glass brick is plugged into the steel sleeve at the appointed position and fixed by structural adhesive at the later stage.
The invention adopts strict and refined brick arrangement for the brick splicing mode of the water clearing bricks, solves the influence of different elevations of the building site on the whole brick arrangement effect through the mortar joint control and the brick arrangement combination, and enables the whole brick arrangement effect of a plurality of buildings with different elevations in the site to be neat and uniform.
In order to ensure the overall effect and quality standard, secondary processing treatments such as selecting, grinding and cutting the incoming clean water bricks are required.
Before the bricks leave a factory, the bricks are selected, the bricks which have large size deviation, bending, cracks, unfilled edges, corner falling, large color difference and scab are not required to be loaded on a car at all, and soft objects are added in the middle of each layer of bricks for protection, so that the bricks are prevented from generating large friction and collision in the transportation process, and the corner angles of the bricks are damaged. After the bricks are transported to a field, the bricks are selected again, and the bricks are uniformly changed after the bricks are missed and the size deviation is large before loading and the bricks are broken edges and corners during transportation. The bricks are stacked according to the construction plane layout when entering the site, and the edges and corners of the bricks are protected from being damaged when the bricks are loaded and unloaded. During the stacking process, cotton felt is added between each layer of bricks for protection.
Selecting the bricks again, grinding and processing, and selecting the bricks which can be used by tile craftsmen and have uniform color and straight edges from the ground bricks; during masonry, the bricklayer selects the bricks once again according to the needs, and selects the qualified bricks for masonry. From selecting repeatedly many times, ensure that the brick brickwork has good material to guarantee. Before the bricks are used, the water is watered and moistened 1-2 days in advance, the moistening degree is determined according to the weather conditions, the surfaces of the bricks are slightly air-dried when the bricks are built, the water content is preferably 10-15%, and the bricks are strictly forbidden to be built at normal temperature. Bricks of the same brickyard are applied to the same building to ensure the homogeneity of the wall.
The method is characterized in that a specially-developed brick grinding machine is adopted to carry out finish machining on the plain brick, two large faces of the brick are mainly ground, one brick grinding machine is a set of brick grinding machine, the thickness of the brick is ground to 54mm on one large face of one brick grinding machine, and the thickness of the brick is ground to 53mm on the other large face of the other brick grinding machine. The dimension and specification of the plain brick are consistent, and the edges and corners are straight. And wrapping five ground bricks with cotton felts, tying the bricks with ropes, lightly taking and lightly placing the bricks, stacking the bricks in a stacking manner, and protecting the bricks before mounting on a wall.
The special-shaped bricks on all the upper walls are subjected to brick cutting processing by special cutting machines and operators, workers are prevented from cutting the bricks by axes, all the corner bricks, the sextant bricks, the trisection bricks and the half bricks on the upper walls are cut by machines, classified statistics is carried out, the bricks are stacked well, and the bricks are polished for later use.
Before building, a template advance system (comprising a windowsill opening, a large surface, a wrapped column, an internal corner, an external corner, an arc section and the like) must be adhered to, and after design, supervision and approval of a first square, large-area popularization is performed.
Level control of the horizontal seam: the invention has the advantages that the field is inclined, a plurality of elevations appear on the first floor of the building, and the maximum height difference in one building is 300 mm. However, when the first tile is abandoned, 1: 2 cement mortar is used to adjust the height difference around the outer wall, so that the height difference of 50, 100,150,200,250 and 300 is converted into the modulus of 62.5.
The size of the wall buttress between the windows meets the brick arrangement modulus. The number of the bricks is the same as the detailed design of the joints and the vertical surfaces, when the first brick is put, the vertical lines are drawn to the total height (layer) by taking every 2-3 joints as the intervals so as to control the joint, meanwhile, the number of the bricks are arranged at the four corners of the house or the corners of the staircase, the elevation of the number of the bricks is drawn on each constructional column by red pens in the middle, and the inner and outer double control is carried out by drawing hemp lines horizontally on each brick. The horizontal seams should be uniform, straight and smooth.
Before building, the corners should be coiled, and the height of the corners should not exceed three bricks each time. When the large angle of the new plate is needed, the plate is hung straight by a flat way in time, and the plate is trimmed immediately when deviation exists. During corner coiling, the brick layers and elevations of the leather number rods need to be carefully compared, so that the horizontal seams are uniform. And (4) rechecking the large angle after the large angle is coiled, and hanging a wire to build a wall after the flatness and the verticality completely meet the requirements.
The leather counting rod is provided with the thickness of each leather brick and mortar joint, and the elevation positions of a floor, a door and window opening, a lintel, a ring beam, a floor slab, a beam bottom and the like. The pole with the number of leather should stand on the corner, the junction of the inner wall and the outer wall, the staircase and the position of the wall surface with more changes, and the distance is not more than 10 m. And drawing alignment lines among the leather counting rods, and building the leather by the alignment lines. The length of the alignment line is not too long, and a waist line is required to be arranged in the middle of the alignment line so as to avoid the influence of drooping and wind blowing. The alignment is tensioned with a very fine nylon cord to reduce errors.
Vertical seams are finely arranged along the street vertical face, all brick seams are kept at 10MM, corners of door and window openings are guaranteed to be complete, and positions of non-standard bricks are marked. During construction, it is necessary to ensure that the brick joints correspond to the detailed elevation.
The invention has the advantages that the field is inclined, a plurality of elevations appear on the first floor of the building, and the maximum height difference in one building is 300 mm. The horizontal brick joints in each building are completely pulled through, so when the first brick is abandoned, the periphery of the outer wall is leveled by cement mortar, and the height difference of 50-300 is converted into the modulus of 62.5 bricks. The engineering takes the upper edge of the two-layer floor slab structure as a reference, brick joints are kept to be aligned with the upper edge of the two-layer floor slab structure, and the brick joints are aligned with the lower edge of the lintel structure and the upper edge of the windowsill structure.
According to the structural elevation of the floor slab and the elevation of the lintel of the door and window holes, the circumference of the horizontal joint is controlled to be completely flush, the horizontal joint is 9.5, the thickness of the brick is 53, and the spacing modulus is 62.5. At the position of 950 sill beam and door opening, the gap width is adjusted to 11 and 10 to ensure the whole brick masonry.
The invention relates to a horizontal brick arrangement method and a principle:
two large-angle row bricks on one side of the gable need to be symmetrical and consistent, and if the bricks cannot catch up well (the modulus of the whole brick), the size difference is small, and the bricks can be adjusted from the vertical seams. If a T-shaped brick or a seventh head is left, the T-shaped brick or the seventh head can be arranged at the middle position below the window. When the window is not arranged, the window can be arranged in the middle of the gable.
If the brick still cannot catch up well (the modulus of the whole brick), the broken brick (the hacked brick) can be placed in the middle position below the window, and when 1/4 brick moduli appear at the end, 240+53 is converted into 115+178 by adopting a riding seam brick arrangement method.
The invention has basic 6 types of ganged bricks: one-square, three-square one-square, cross type, one-sleep one-fill, one-sleep three-fill, double-square brick no-sleep, and also a lattice brick arranging method, an air exhaust lattice brick arranging method and the like.
Referring to fig. 9, the distance of the wall surface from which the butyl bricks protrude is taken as a variable of wall surface gradual change, the distance of the butyl bricks protruding out of the wall surface in the invention starts from 10mm, and increases by 10mm, so as to form gradual change bulges with different distances of 0mm (fig. 10), 10mm (fig. 11), 20mm (fig. 12), 30mm (fig. 13), 40mm (fig. 14), 50mm (fig. 15), 60mm (fig. 16), 70mm (fig. 17), 80mm (fig. 18), 90mm (fig. 19), 100mm (fig. 20), 110mm (fig. 21) and 120mm (fig. 22), and the parameterized gradual change design of the brick wall surface is shown in fig. 23.
The concrete constructional column and the ring beam are arranged according to design requirements and are arranged in a concealed mode. Wherein the constructional columns are subjected to concrete pouring after masonry is finished, and the interval time is more than 12 h. The ring beam can be poured firstly because the thickness of the outside masonry is smaller, and the outside masonry is wet-pasted. In order to avoid the influence of the expansion die on the flatness of the outer vertical surface of the dry wall when the constructional column is poured, the template support intervals are arranged in an encrypted mode, the intervals are smaller than or equal to 600mm, meanwhile, the constructional column is poured in a segmented and layered mode, the height of each segment is smaller than or equal to 2000 mm, and the height of each layer is smaller than 400 mm. And vibrating by adopting a mode of 30 vibrating rods or manually beating a template. And structural measures such as tie bars and the like are arranged according to design requirements.
Mechanical vibration is preferably adopted when the constructional column is cast with concrete. The vibrating rod is strictly forbidden to directly touch the wall surface, and the parts which are difficult to be cast can be made of fine aggregate concrete or the slump of the concrete is increased, and vibration is transmitted outside the template. And the next day after pouring, chiseling concrete at the position of the funnel, and using a 1: and 3, leveling by using cement mortar. When the constructional column and the lintel template are supported, holes are strictly forbidden to be punched on the brick wall, double faced adhesive tapes are additionally injected between plate seams, plastic films are padded at the bottom of the template and around a windowsill, and cement paste is prevented from polluting the wall surface when concrete is poured.
The opener can be used for opening and repairing the large deviation of the vent hole by drawing the thread, and the opener can be used for leveling uneven horizontal seams and blind seams by drawing the thread. And (4) bouncing a vertical line on the wall every 500mm to control the seam crossing. In order to ensure that the upper seam and the lower seam of the whole wall surface are smooth and consistent and do not move along the seams, the upper seam and the lower seam are overlapped, and the left seam and the right seam are adjacent and are leveled. Namely, the upper edge of the brick is flush with the hanging line, the lower edge of the brick is flush with the upper edge of the laid lower leather brick, if the wall is laid, the line is too shallow or the scraped mortar joint is missed, the mortar joint is removed by using a flat drill or a bricklayer, the depth is controlled within 12-14 mm, and the brick is cleaned.
The vertical joint between the brick with broken edge and corner and the brick should be repaired, the color of the mortar must be consistent with that of the brick (cement is added into the brick surface and mixed into 1: 2 cement mortar when the brick is repaired), the brick surface is plastered into the broken edge and corner, the surface is press polished, and the mortar, the slurry and the sundries adhered to the wall surface are removed.
Pointing:
① the brick wall should be watered to wet the day before pointing, and should be watered properly, but should not be too wet.
② blending, namely blending the pointing agent for pointing, wherein the pointing agent is required to be used after being blended, and the pointing agent must be used up before work.
③ the jointing of external brick wall is carried out by hooking horizontal joint from top to bottom and then hooking vertical joint, using long scraper to hook horizontal joint, using left hand to hold ash plate, using right hand to hold scraper to push ash plate against the lower side of the joint, using scraper to press jointing agent into joint, moving ash plate from right to left, using scraper to slide brick joint, and using short scraper to scrape jointing agent on ash plate, then hooking into vertical joint, pressing plug to compact and level, and jointing vertical joint.
The gradual change of the luminous glass bricks, except the large regular gradual change of the whole plain brick, the convergence part in the middle of the gradual change also adopts the mode that the luminous glass bricks are wrapped by the steel shell to replace the common plain brick. The luminescent glass brick also adopts small-scale gradual change, and also adopts a parametric design tool for assistance, and the effect is changed from dense to sparse from top to bottom to the middle, as shown in figure 24. The whole design is just expanded by the luminous brick wall, connects two crystal glass boxes, gradually expands to both sides, and implies the flowing of light.
The thickness of the foundation of the dry brick wall is 240mm, the T-shaped bricks protrude outwards according to specific sizes, and the interiors of the T-shaped bricks are filled by bricks with specific sizes which are customized in advance. For example, when the distance of the T-bricks protruding out of the wall surface is 120mm, the layer is built by a 240mm whole brick and a 120mm plain brick with a customized size. The dry brick wall section is shown in fig. 25.
Luminous glass brick construction process
The glass brick is fixed in the steel structure sleeve through structural adhesive after the steel sleeve is fixed. The glass blocks were divided into two sizes of 180 x 115 x 53mm and 240 x 115 x 53mm depending on the distance of the protruding wall surface, as shown in fig. 26. And reserving 60mm for the installation size of the lamp system behind the glass brick.
The glass bricks are wrapped by a steel sleeve with the thickness of 1mm, and the steel plate with the thickness of 1mm has enough strength after field test. The thickness of the glass brick is 53mm, which is consistent with that of the plain brick, and the size of the steel sleeve is slightly larger than 2-3 mm. After the lamp system is finished on the wall surface, the lamp system is finally installed indoors, as shown in fig. 27.
The installation sequence of the luminous glass bricks is as follows:
firstly, connecting the stainless steel sleeve with the glass block according to different choosing distances of the glass block in a construction drawing (the glass cement is uniformly fixed according to a position fixed in advance, the glass cement cannot be glued at will, and numbering is carried out according to different choosing distances).
The exposed part of the glass block is wrapped by kraft paper to avoid mortar pollution in the masonry process.
And after the brick wall is built, the LED lamplight is installed indoors. All the LEDs are white, and the brightness is controlled by a computer to gradually flash.
The invention has the beneficial effects that: the invention has novel design, has new breakthrough and innovation on the common cross-shaped brick laying mode, combines the modern common parameterization means, and guides the laying of the brick by a parameterization method, so that the brick wall presents the rhythmic feeling of a specific rule, and the laying mode is correspondingly changed. The T-shaped bricks with partial protrusions are replaced by glass bricks wrapped by steel structure sleeves, and the connection of the glass bricks and the steel sleeves and the connection of the steel sleeves and the bare bricks are the construction characteristics and the breakthrough points of the invention. The method has the advantages that the modern mode is adopted to guide the building of the common ganged brick, the effect which is completely different from the common building mode of the ganged brick is the maximum characteristic and bright point of the method, and the method is a good innovative scheme and has market popularization prospect.
It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are given by way of illustration of the principles of the present invention, and that various changes and modifications may be made without departing from the spirit and scope of the invention as defined by the appended claims. The scope of the invention is defined by the appended claims and equivalents thereof.

Claims (6)

1. The parameterized brick splicing and building method for the bare bricks comprises the bare bricks and is characterized in that: the brick splicing mode of the water clearing bricks adopts cross-shaped brick splicing, and the gradually changed rhythm is realized by controlling the distance of the T-shaped bricks protruding out of the wall surface; the wall surface with the protruding T-shaped bricks is connected with a uniform brilliant spot through the luminous glass bricks, the wall surface gradual change rule is designed in advance by considering the uncertainty of field construction and is accurate to each T-shaped brick, the wall surface gradual change rule adopts parameterization tools Rhino and Grasshopper to design a gradual change curve, and the distance of each T-shaped brick protruding out of the wall surface is accurately controlled through the gradual change curve; the specific operation steps of the parameterization tool are as follows: deriving a facade contour CAD in the model, and then deriving a PDF facade contour manuscript; opening a vertical face outline in Photoshop, and drawing a black-white pure color picture within the range of the vertical face outline; using a Panelingtools plug-in rhinoceros software, arranging a dot matrix according to the dimension of a brick list by using the Ptgrid function of the plug-in, and arranging bricks in 13 masonry modes with the wall surface according to the rule of a black-and-white picture by using the PtPanel3DCustomVariable function; the specific construction method comprises the following steps: a) firstly, dividing the whole wall into three areas in a drawing, namely, the left side is an area A, the right side is an area B, the middle part is an area C, the classification is based on the characteristics of the wall surface ganged bricks, the ganged bricks in the area A and the area B are prominently changed, and the ganged bricks in the area C are not prominent; b) firstly, establishing coordinate grids in the area A and the area B, taking the central point of each brick as the intersection point of the coordinate grids, mutually staggering the transverse intervals of the coordinate grids at 187mm and 188mm, and naming the X and Y coordinate directions of the grids by numbers respectively to form an accurate two-dimensional grid system, wherein the bricks in the area C have no convex change and no luminescent glass bricks, and the bricks are laid by a common cross brick laying method; c) determining two-dimensional coordinates of the bricks, but because the bricks have convex changes, determining coordinates of a third direction Z, wherein each brick needs X, Y and Z coordinate positioning, X represents the numerical sequence on a transverse grid, Y represents the numerical sequence on a vertical grid, and Z represents the distance protruding out of 240 wall surfaces, so that a complete three-dimensional coordinate system is established, each brick is accurately positioned, and the X, Y and Z coordinates need to be marked on each brick before construction so as to facilitate construction; d) during on-site construction, brick arrangement is carried out according to areas, and each brick is sequentially built according to coordinates; e) the luminous glass brick is built by laying the steel sleeve and the ganged brick together, the position of the glass brick is reserved, and the glass brick is plugged into the steel sleeve at the appointed position and fixed by structural adhesive at the later stage.
2. The parameterized block splicing and building method for the water-clearing bricks according to claim 1, is characterized in that: the distance of the T-shaped bricks protruding out of the wall surface is used as a variable of gradual change of the wall surface; the distance between the T-shaped bricks and the wall surface is increased by 0mm and 10mm, and gradually changed bulges of 0mm, 10mm, 20mm, 30mm, 40mm, 50mm, 60mm, 70mm, 80mm, 90mm, 100mm, 110mm and 120mm are formed.
3. The parameterized block splicing and building method for the water-clearing bricks according to claim 1, is characterized in that: except for the large regular gradual change of the whole fair-faced brick, the mode that a steel shell wraps a luminous glass brick is adopted at the convergence position in the middle of the gradual change to replace the common fair-faced brick, the luminous glass brick also adopts small-scale gradual change, a parametric design tool is also used for assistance, and the effect is that the density is changed from top to bottom to the middle.
4. The parameterized block splicing and building method for the water-clearing bricks according to claim 1, is characterized in that: the thickness of the foundation of the dry brick wall is 240mm, the T-shaped bricks protrude outwards according to specific sizes, and the interiors of the T-shaped bricks are filled by bricks with specific sizes which are customized in advance.
5. The parameterized block splicing and building method for the water-clearing bricks according to claim 1, is characterized in that: the construction process of the luminescent glass brick comprises the following steps: the light-emitting glass brick is fixed in the steel structure sleeve through structural adhesive after the steel sleeve is fixed, the light-emitting glass brick is divided into two sizes of 180 x 115 x 53mm and 240 x 115 x 53mm according to the distance of a protruded wall surface, a reserved hole for installing a lamp system is arranged behind the light-emitting glass brick, and the reserved hole is 60 mm;
the thickness of the steel sleeve wrapping the luminous glass brick is 1mm, the size of a steel plate with the thickness of 1mm is enough through field test, the thickness of the luminous glass brick is 53mm and is consistent with the thickness of the bare brick, the size of the steel sleeve is 2-3mm larger than the bare brick, and the lamp system is installed indoors after the lamp system is installed on a wall surface.
6. The parameterized block splicing and building method for the water-clearing bricks according to claim 1, is characterized in that: the installation sequence of the luminous glass bricks is as follows: 1) firstly, connecting a stainless steel sleeve with a glass block according to different picking distances of the luminescent glass block in a construction drawing, uniformly fixing the glass cement according to a position fixed in advance, not randomly gluing, and numbering according to different picking distances; 2) the exposed part of the luminescent glass block is wrapped by kraft paper to avoid mortar pollution in the masonry process; 3) after the brick wall is built, LED lamplight in the lamp system is installed indoors, all the LEDs are white lamplight, and the brightness is controlled by computer mathematics to gradually flicker.
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Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2004011734A1 (en) * 2002-07-31 2004-02-05 Japan Science And Technology Agency Method for planning construction of brick wall
US20040231270A1 (en) * 2003-05-22 2004-11-25 Collins P. Michael Masonry tie for cavity wall construction
DE202006000560U1 (en) * 2006-01-16 2006-03-16 Landwehr, Karl-Heinz Wall support for a fair-faced brickwork comprises a fixed part and a moving part
JP2008248574A (en) * 2007-03-30 2008-10-16 Nippon Electric Glass Co Ltd Glass brick and method of manufacturing the same
CN103806655A (en) * 2012-11-06 2014-05-21 振华集团(昆山)建设工程有限公司 construction method for glass brick wall
EP2796821A1 (en) * 2013-04-26 2014-10-29 Refractory Intellectual Property GmbH & Co. KG Composite system of refractory ceramic stones
CN107152103A (en) * 2016-03-04 2017-09-12 南通华新建工集团有限公司 A kind of clear water brick decorative wall
CN106592812A (en) * 2016-12-09 2017-04-26 广西建工集团第五建筑工程有限责任公司 Construction method for in-situ processing and polishing bricks and constructing plain brick wall
CN207130930U (en) * 2017-08-09 2018-03-23 广西建工集团第一建筑工程有限责任公司 Without construction column combination hollow out plain brick wall
CN207568056U (en) * 2017-11-23 2018-07-03 朱盛菁 A kind of solid glass brick and glass block wall behaviors structure
CN108952179A (en) * 2018-07-16 2018-12-07 深圳市中建南方建设集团有限公司 A kind of bumps mirror surface wall of the moulding and construction method of smallpox

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