CN113775039A - Hyperbolic color glaze arch gallery installation structure and construction method thereof - Google Patents
Hyperbolic color glaze arch gallery installation structure and construction method thereof Download PDFInfo
- Publication number
- CN113775039A CN113775039A CN202111095222.2A CN202111095222A CN113775039A CN 113775039 A CN113775039 A CN 113775039A CN 202111095222 A CN202111095222 A CN 202111095222A CN 113775039 A CN113775039 A CN 113775039A
- Authority
- CN
- China
- Prior art keywords
- gallery
- glazed
- brick
- glazed tile
- tile
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/34—Extraordinary structures, e.g. with suspended or cantilever parts supported by masts or tower-like structures enclosing elevators or stairs; Features relating to the elastic stability
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/14—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements stone or stone-like materials, e.g. ceramics concrete; of glass or with an outer layer of stone or stone-like materials or glass
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
- Y02P40/00—Technologies relating to the processing of minerals
- Y02P40/60—Production of ceramic materials or ceramic elements, e.g. substitution of clay or shale by alternative raw materials, e.g. ashes
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Finishing Walls (AREA)
Abstract
The invention discloses a hyperbolic color glaze gallery installation structure and a construction method thereof, wherein the installation structure comprises a gallery body and a gallery hole arranged in the gallery body, and the cross section of the gallery body is arched and is wavy in the longitudinal direction; the surface layer of the inner side and/or the outer side of the gallery body is formed by paving and connecting glazed tiles. According to the invention, the hyperbolic arrangement of the gallery body is combined with the multiple colors of the glazed tile, so that the unique artistic breath and aesthetic feeling of the arch gallery are given, and one end of the glazed tile is directly combined with concrete and is further connected with the steel bar through the binding wire, so that the integrity and the connection stability in a variable curve and arch state can be effectively ensured; through design such as glazed tile, open joint and welt, do benefit to and pour the corridor body in grades, both guaranteed the construction of the brick body and reinforcing bar, can further guarantee the high quality construction of the internal concrete of corridor again.
Description
Technical Field
The invention belongs to the technical field of building construction, and particularly relates to a hyperbolic colored glaze gallery installation structure and a construction method thereof.
Background
With the diversified development of building forms, people have higher requirements on lines, spaces and styles of buildings and also have higher aesthetic requirements on decoration of the buildings. The arch gallery structure is generally linear or single-curve, the decoration of hyperbolic and exterior facings through the colored bricks is very little, and the design has no pertinence to the convenient manufacture and arrangement of the colored bricks, the cooperation between the bricks and concrete and the like.
Disclosure of Invention
The invention provides a hyperbolic color glaze gallery installation structure and a construction method thereof, which are used for solving the technical problems of manufacturing and arrangement of color glazed tiles, direct installation and cooperation with concrete and the like.
In order to achieve the purpose, the invention adopts the following technical scheme:
a hyperbolic colored glaze gallery mounting structure comprises a gallery body and a gallery hole arranged in the gallery body, wherein the cross section of the gallery body is in an arched shape and is wavy in the longitudinal direction, and the top of the gallery body comprises a gallery first peak, a gallery second peak and a gallery valley sequentially connected between the gallery first peak and the gallery second peak; the gallery first peak, the gallery valley and the gallery second peak are saddle-shaped; the surface layer of the inner side and/or the outer side of the gallery body is formed by paving and connecting glazed tiles.
Furthermore, concrete is arranged in the gallery body, reinforcing steel bars are arranged in the concrete, the reinforcing steel bars comprise horizontal reinforcing steel bars and vertical reinforcing steel bars, the horizontal reinforcing steel bars are arranged along the length direction of the gallery body, and the vertical reinforcing steel bars are in an arched door shape; and the concrete and the steel bars are respectively connected with the glazed tiles.
Furthermore, the glazed tile comprises a glazed tile body, tile holes arranged on the glazed tile body and a decorative glaze at one end of the glazed tile body, wherein one end of the glazed tile body is trapezoidal and is provided with the decorative glaze, and the other end of the glazed tile body is provided with a concave-convex alternating end face and extends into concrete; the glazed tiles are vertically arranged in the tangent direction of the curve, and the turning part is obliquely arranged.
Furthermore, the brick holes are arranged between the alternate end surfaces and the decorative glaze at intervals in a manner of being vertical to the length direction of the glazed brick body, and/or the brick holes are arranged on the alternate end surfaces in a manner of being parallel to the length direction of the glazed brick body; and binding wires are correspondingly penetrated and connected in the brick holes, and the binding wires are correspondingly bound and connected with the horizontal ribs and the vertical ribs.
Furthermore, two long side surfaces of the glazed tile body are also connected with structural adhesive and double faced adhesive tape, the double faced adhesive tape is arranged at the edge of the trapezoidal direct connection between the decorative glazed tile and the surface layer of the glazed tile body, and the structural adhesive is in direct connection with the double faced adhesive tape and the glazed tile body; the structural adhesive and the double faced adhesive tape adapt to the connecting joint between two adjacent glazed tile bodies.
Further, the glazed tile body is provided with the open joint with the internal concrete of corridor on vertical connection, and glazed tile body outside side corresponds and is provided with welt, arc template and arc back of the body stupefied.
A construction method of a hyperbolic colored glaze arch gallery installation structure comprises the following specific steps:
deepening by using a BIM technology according to the structural style of the gallery body and the color required by the glazed tile; determining the positions of the corridor body and the corridor hole for marking and determining the installation of the template; selecting the color of the glazed tile, determining the proportion of the color of each glazed tile, and utilizing the BIM technology to correspondingly arrange the glazed tiles;
glazed tile contains the original brick color, champagne color, earthy yellow, special green, special blue, special red, high-grade gray and dark gold, and the bricks of each color are numbered, for example: raw bricks: a, champagne color: b, earthy yellow: c, special green: d, special blue: e, special red: f, high-grade ash: g, dark gold: h; the bricks are then numbered according to their size, for example: 1/4A,1/2B and 1/4C, and finally, carrying out position numbering according to the vertical direction of the brick joint arrangement perps;
step two, exporting a CAD tile arrangement drawing, printing and laying according to a ratio of 1:1, wherein the glazed tiles are vertically arranged in the tangent direction of the curve, and the turning part is obliquely arranged;
when the glazed tile is manufactured, firstly, opening a die to customize the shape of a green brick of the glazed tile, drying the green brick manufactured by the customized tile die, putting the dried green brick into a kiln to be fired and molded at a high temperature of 800 ℃, soaking the surface of the green brick for more than 30 minutes by using environment-friendly glazed pigment after molding, then putting the green brick into the kiln to be fired for the second time, wherein the firing temperature is between 1000 ℃ and 1100 ℃, and firing the green brick for 8 hours to finally form the glazed tile;
step three, when the glazed tile is laid, selecting the whole tile with flat side surface and no protrusion on the surface, and ensuring 2mm brick joints when the glazed tile is laid conveniently; wherein, the glazed tiles are laid in sequence from bottom to top according to a deepening design drawing; when the glazed tile is laid, a double-sided adhesive tape is stuck to the part with the depth of the decorative glaze of 30mm, and then the structural adhesive is used for filling joints; sequentially arranging from the bottom of the wall body, and laying a second layer of bricks after laying a first layer of bricks;
step four, when the bricks are laid, firstly placing the counter-pulling screws when the counter-pulling screws are in positions, placing a measure reinforcing mesh sheet on the back of the bricks when the bricks are laid to be 1-1.5 m, and preliminarily fixing the glazed bricks which are already placed by adopting the measure reinforcing mesh sheet and the counter-pulling system to prevent the bricks from falling;
laying smooth templates, wherein the smooth templates adopt clear water film coated plates, laying the smooth clear water templates according to a deepening design drawing, arranging side rods according to each plug position after the templates are laid, laying an arc-shaped back ridge after the side rods are finished, laying transverse steel pipes after the arc-shaped back ridge is installed, and reinforcing while placing the transverse steel pipes;
step six, after the brick surface is laid, binding reinforcing steel bars for first fixing after the integral fixing of the arc roof bricks is finished, and protecting the glazed bricks during binding the reinforcing steel bars to avoid the damage of the reinforcing steel bars to the bricks; after the single-side template is formed: performing second steel bar binding construction; controlling the thickness of the protective layer not to be lower than 25mm, and arranging the protective layer in a quincunx manner at intervals of 600 mm; all the binding wires are uniformly bent inwards, and the stirrups are vertically and uniformly placed, so that the hard sleeves cannot be broken off and the panel cannot be scratched;
step seven, pouring concrete after the formwork is erected, wherein the lower part of the gallery body is of a vertical structure, and the upper part of the gallery body is of an arch structure, and pouring is carried out twice; open seams are arranged at the positions of the fractional pouring, open seam strips are inlaid on the template and are naturally formed through concrete pouring and demolding, wherein the open seam strips are plastic strips;
step eight, after the first pouring is finished, removing the formwork to downwards pick and chisel the concrete surface in the wall by 75mm, exposing the upper layer open joint strips, and pressing the open joint strips on the grooves to continuously upwards install the formwork; when an upper-layer wall formwork is supported, the large formwork supporting frame is fixed through the lower-layer bolt holes, the supporting body is used as the upper-layer formwork, the formwork is tightly attached to a poured concrete wall surface, the decorative strips fixed to the formwork surface are used for preventing slab staggering and slurry leakage below the formwork, the wall surface is cleaned up by tightly attaching the wall surface, slurry leakage caused by slag inclusion between the wall surface and the formwork is prevented, and the integral installation of the arch gallery structure is completed.
Further, discharging a sideline of the glazed tile according to the drawing size, placing the arc-shaped back edges according to the sideline of 12mm, drawing a projection line of each arc-shaped back edge on the model, determining the highest point elevation and the highest point elevation of each arc-shaped back edge, forming a paper drawing, sequentially discharging the paper drawing on site, storing the paper drawing, and retesting the paper drawing according to the drawing after the arc-shaped back edges are laid; after the lining plate is laid, placing a control line at intervals of 1m according to the vertical direction of the vertical seams of the brick arrangement, placing a sealing line at intervals of 0.5 m along the vertical seam direction of the brick arrangement, and accurately positioning the laid brick according to the placed control line and the sealing line of the brick.
Furthermore, when the two ends of the arch body on the gallery body are closed, the two ends of the arch body of the gallery body are fixed on the lining plate after being assembled in an arc shape, the arc-shaped templates at the two ends are ensured to be vertical in the fixing process, and the template on one side of the clear water side of the sealing surface can be directly lapped on the template conveniently; the arc-shaped back edges are connected behind the arc-shaped templates at the two ends of the arch body, the steel pipes are fixed on the scaffold, and the jackscrews on one ends of the steel pipes directly push against the arc-shaped back edges of the arc-shaped templates for reinforcement.
Further, performing preliminary experiments on concrete poured in the gallery, wherein at least 4 groups of 400 × 500 × 600 and 4 groups of 150 × 150 × 50 rectangular column small sample blocks are prepared according to the mixing proportion scheme of cement, steel slag powder, admixture, broken stone artificial sand, broken stone, water, admixture, iron oxide red, iron oxide yellow and the like in the concrete; determining slump and ductility, and finally selecting a mixing ratio; and a pre-construction debugging test was carried out through a small sample plate of 1000X 600 mm.
The invention has the beneficial effects that:
1) according to the invention, the hyperbolic arrangement of the gallery body is combined with the multiple colors of the glazed tile, so that the unique artistic breath and aesthetic feeling of the arch gallery are given, and one end of the glazed tile is directly combined with concrete and is further connected with the steel bar through the binding wire, so that the integrity and the connection stability in a variable curve and arch state can be effectively ensured;
2) according to the invention, through the manufacturing of the glazed tile, the arrangement of the structural adhesive and the double-sided adhesive and the arrangement during construction, on one hand, the diversity of the glaze is effectively ensured, and on the other hand, the accuracy, the integrity and the convenience of the tile body during installation can be effectively ensured;
3) according to the invention, through the design of glazed tiles, open joints, lining plates and the like, the gallery body is favorably poured in multiple times, so that the construction of the tile bodies and the reinforcing steel bars is ensured, and the high-quality construction of concrete in the gallery body can be further ensured;
the invention effectively solves the construction of the exterior facing brick body in a hyperbolic environment, the manufacture and installation of the colorful bricks and the cooperation with the concrete and the steel bars in the gallery body, and is beneficial to more convenient and efficient construction; additional features and advantages of the invention will be set forth in the description which follows, and in part will be obvious from the description, or may be learned by practice of the invention; the primary objects and other advantages of the invention may be realized and attained by the instrumentalities particularly pointed out in the specification.
Drawings
FIG. 1 is a schematic view of a hyperbolic color glazed arch installation structure I;
FIG. 2 is a schematic view of a hyperbolic color glaze gallery mounting structure;
FIG. 3 is a schematic side view of a glazed tile;
FIG. 4 is a schematic vertical section of a glazed tile;
FIG. 5 is a schematic view of the connection between the glazed tile and the reinforcing steel bar;
FIG. 6 is a schematic view of the procedure of jointing the glazed tile;
fig. 7 is a detail node schematic diagram of the joint of the glazed tile and the concrete.
Reference numerals: 1-gallery body, 11-gallery first peak, 12-gallery valley, 13-gallery second peak, 2-gallery hole, 3-glazed brick body, 4-brick hole, 5-structural adhesive, 6-double faced adhesive tape, 7-decorative glaze, 8-binding wire, 9-reinforcing steel bar, 91-horizontal rib, 92-vertical rib, 10-concrete, 11-open joint, 12-lining board and 13-arc back edge.
Detailed Description
Taking a certain complex integrating office, catering and commercial experience spaces as an example, the project is a special-shaped hyperboloid member, the overall size is length (13 m-8.5 m), width 8.5m and height 7.5m, and the process comprises door opening/grating/curved surface color concrete/color brick and the like.
As shown in fig. 1 to 7, a hyperbolic color glaze gallery mounting structure comprises a gallery body 1 and a gallery hole 2 arranged inside the gallery body 1, wherein the cross section of the gallery body 1 is in an arch shape and is waved in the longitudinal direction, and the top of the gallery body 1 comprises a gallery first peak 11, a gallery second peak 13 and a gallery valley 12 which is sequentially connected with the gallery first peak 11 and the gallery second peak 13; the gallery first peak 11, the gallery valley 12 and the gallery second peak 13 are saddle-shaped; the surface layer of the inner side and/or the outer side of the gallery body 1 is formed by paving and connecting glazed tiles.
In the embodiment, concrete 10 is arranged inside the gallery body 1, reinforcing steel bars 9 are arranged in the concrete 10, each reinforcing steel bar 9 comprises a horizontal bar 91 and a vertical bar 92, the horizontal bars 91 are arranged along the length direction of the gallery body 1, and the vertical bars 92 are arched; and the concrete 10 and the steel bars 9 are respectively connected with the glazed tiles.
As shown in fig. 3 to 6, the glazed tile includes a glazed tile body 3, tile holes 4 formed in the glazed tile body 3, and a decorative glaze 7 formed at one end of the glazed tile body 3, wherein one end of the glazed tile body 3 is trapezoidal and provided with the decorative glaze 7, and the other end of the glazed tile body is provided with an alternate concave-convex end surface and extends into the concrete 10; the glazed tiles are vertically arranged in the tangent direction of the curve, and the turning part is obliquely arranged.
In this embodiment, the tile holes 4 are arranged between the alternate end surface and the decorative glaze 7 at intervals in a direction perpendicular to the longitudinal direction of the glazed tile body 3, and/or the tile holes 4 are arranged on the alternate end surface in a direction parallel to the longitudinal direction of the glazed tile body 3; and binding wires 8 correspondingly penetrate through the brick holes 4, and the binding wires 8 are correspondingly bound and connected with the horizontal ribs 91 and the vertical ribs 92.
In this embodiment, two long-direction side surfaces of the glazed tile body 3 are further connected with a structural adhesive 5 and a double-faced adhesive tape 6, the double-faced adhesive tape 6 is arranged at a trapezoidal edge which is connected in sequence between the decorative glaze 7 and the surface layer of the glazed tile body 3, and the structural adhesive 5 is connected in sequence with the double-faced adhesive tape 6 and the glazed tile body 3; the structural adhesive 5 and the double faced adhesive tape 6 are adapted to the connecting seam between two adjacent glazed tile bodies 3.
As shown in fig. 7, the glazed tile body 3 is vertically connected with the concrete 10 in the gallery body 1 through an open joint 11, the outer side surface of the glazed tile body 3 is correspondingly provided with a lining plate 12 and an arc-shaped back ridge 13, and an arc-shaped template is correspondingly installed. The lining plate 12 is a wood template with the thickness of 12mm, and a groove with the depth of 3-5mm needs to be formed in the back of the template when the template is laid, so that the lining plate 12 is easy to bend when being laid. The lining board 12 is connected with the arc-shaped back edge 13 by air gun nails when being laid. The external width of the open joint 11 is 25mm, the internal width is 15mm, the depth is 20mm, the plastic open joint 11 strips are embedded on the template and are naturally formed through pouring and demoulding of concrete 10.
With reference to fig. 1 to 7, a construction method of a hyperbolic colored glaze gallery installation structure is further described, which specifically includes the following steps:
step one, deepening by a BIM technology according to the structural style of the gallery body 1 and the color required by the glazed tile; determining the positions of the corridor body 1 and the corridor hole 2 for marking and determining the installation of the template; selecting the color of the glazed tile, determining the color proportion of each glazed tile, and utilizing BIM technology to correspondingly arrange the glazed tiles.
In this embodiment, the glazed tile comprises the original tile color, champagne color, earthy yellow color, special green, special blue, special red, high-grade gray, and dark gold color, and the tiles of each color are numbered, for example: raw bricks: a, champagne color: b, earthy yellow: c, special green: d, special blue: e, special red: f, high-grade ash: g, dark gold: h; the bricks are then numbered according to their size, for example: 1/4A,1/2B and 1/4C, and finally, carrying out position numbering according to the vertical direction of the brick joint arrangement perps;
and step two, exporting the CAD tile arrangement drawing, printing and laying according to the proportion of 1:1, wherein the glazed tiles are vertically arranged in the tangent direction of the curve, and the turning part is obliquely arranged.
When the glazed tile is manufactured, firstly, opening a die to customize the shape of a green brick of the glazed tile, drying the green brick manufactured by the customized tile die, putting the dried green brick into a kiln to be fired and molded at a high temperature of 800 ℃, impregnating the surface of the green brick for more than 30 minutes by using an environment-friendly glazed pigment after molding, then putting the green brick into the kiln to be fired for the second time, wherein the firing temperature is between 1000 ℃ and 1100 ℃, and finally forming the glazed tile after firing for 8 hours;
step three, when the glazed tile is laid, selecting the whole tile with flat side surface and no protrusion on the surface, and ensuring 2mm brick joints when the glazed tile is laid conveniently; wherein, the glazed tiles are laid in sequence from bottom to top according to a deepening design drawing; when the glazed tile is laid, 6 double-sided adhesive tapes are stuck to the position with the depth of 30mm of the decorative glaze surface 7, and then the structural adhesive 5 is used for filling joints; and sequentially arranging from the bottom of the wall body, and laying a second layer of bricks after the first layer of bricks is laid.
Step four, when the brick is laid, the counter-pulling screw rod needs to be placed firstly when the counter-pulling screw rod is located, the brick is laid to 1-1.5 m, the measure reinforcing steel bar 9 mesh is placed on the back face of the brick, the measure reinforcing steel bar 9 mesh and the counter-pulling system are adopted to preliminarily fix the glazed brick which is placed, and the brick is prevented from falling.
Laying smooth templates, wherein the smooth templates are made of clear water film coated plates, laying the smooth clear water templates according to a deepening design drawing, arranging side rods according to each plug position after the templates are laid, laying the arc-shaped back edges 13 after the side rods are finished, laying transverse steel pipes after the arc-shaped back edges 13 are installed, and reinforcing while placing the transverse steel pipes.
The outer wall template blocks of the gallery body 1 preferably take the axis or the center line of a door and window opening as a symmetric center, and the inner wall template blocks preferably take the center line of a wall as a symmetric center; the position of the upper and lower joints of the external wall template is preferably arranged at the position of the open joint 11, and the open joint 11 is preferably arranged at the position of a floor elevation, a windowsill elevation, a beam bottom elevation of a window lintel, a beam bottom elevation of a frame beam, a wall side line between windows or other dividing line positions.
When the template is connected to the high position, the abutted seams are not suitable for staggered arrangement, and the transverse seams are at the same elevation position. The size proportion of the bolt holes on the surface of the member is determined according to the condition of the template, the aesthetic proportion is met, and the common modulus comprises: the diameter of the eyelet with 38mm is more than or equal to 2440mm multiplied by 1220 mm; the diameter of the eyelet is preferably 30mm, which is less than or equal to 1830mm and 915 mm.
In the embodiment, the arrangement of the bolt holes is uniform, symmetrical and equidistant as far as possible, and the cicada seams, the door and window openings and the like are mainly taken as symmetrical axes; if the bolt hole spacing is inconsistent due to the size problem of the component, the difference of the bolt hole spacing is not larger than 100 mm; the minimum distance between the bolt hole and the edge of the template is not smaller than 150 mm; bolt hole "artificial eye" sets up the principle: when the horizontal distance from the bolt hole to the end part of the wall body or to the column edge is more than or equal to 800mm, a 'false eye' is arranged when the reinforcement stress requirement cannot be met, and the appearance size requirement is consistent with that of other split bolt holes. The arrangement design of the horizontal templates is uniform, symmetrical, horizontal and vertical; preferably, the planes are radially arranged with respect to the arc. The panel segmentation of the lining form for decorating the bare concrete 10 should ensure the continuity of the decorative pattern and the operability of the construction. For the project, the construction is guided by Rhino, and Grasshopper deepened design is adopted.
Step six, after the brick surface is laid, binding the reinforcing steel bars 9 after the integral fixing of the arc roof brick is finished, and fixing for the first time, wherein the glazed brick needs to be protected when the reinforcing steel bars 9 are bound, so that the brick is prevented from being damaged by the reinforcing steel bars 9; after the single-side template is formed: performing second steel bar 9 binding construction; controlling the thickness of the protective layer not to be lower than 25mm, and arranging the protective layer in a quincunx manner at intervals of 600 mm; all the binding wires 8 are uniformly bent inwards, and the stirrups are vertically and uniformly placed downwards when being placed, so that the hard sleeves cannot be broken off, and the panel is prevented from being scratched;
seventhly, pouring concrete 10 after the formwork is erected, wherein the lower part of the gallery body 1 is of a vertical structure, and the upper part of the gallery body is of an arch structure, and pouring is carried out twice; open seams 11 are arranged at the positions of the multiple pouring, the open seams 11 are inlaid on the formwork and naturally formed through pouring and demolding of concrete 10, and the open seam 11 pressing strips are plastic strips.
Step eight, after the first pouring is finished, removing the formwork to downwards pick the chisels 75mm from the surface of the concrete 10 in the wall, exposing 11 open seams on the upper layer, pressing 11 open seams on the groove, and continuously installing the formwork upwards; when an upper-layer wall formwork is supported, a large formwork supporting frame is fixed through a lower-layer bolt hole, the supporting frame serves as a supporting body of the upper-layer formwork, the formwork is tightly attached to a wall surface of poured concrete 10, the decorative strips fixed to the surface of the formwork are utilized, dislocation and slurry leakage of the lower edge of the formwork are avoided, the wall surface is cleaned through tightly attaching the wall surface, slurry leakage caused by slag inclusion between the wall surface and the formwork is prevented, and integral installation of the arch gallery structure is completed.
In the embodiment, the side line of the glazed tile is released according to the drawing size, the arc-shaped back edges 13 are placed according to the side line of 12mm, the arc-shaped back edges 13 are wood back edges, a projection line of each arc-shaped back edge 13 is drawn on a model, the highest point elevation and the highest point elevation of each arc-shaped back edge 13 are determined, a paper drawing is formed, the drawing is sequentially released on site, the drawing is stored, and the test is repeated according to the drawing after the arc-shaped back edges 13 are laid; after the lining plate 12 is laid, a control line is placed every 1m according to the vertical direction of the vertical seams of the brick arrangement, a sealing line is placed every 0.5 m along the vertical seam direction of the brick arrangement, and the laid brick is accurately positioned according to the placed control line and the sealing line of the brick.
In the embodiment, when the two ends of the arch body on the gallery body 1 are closed, the two ends of the arch body of the gallery body 1 are fixed on the lining plate 12 after being assembled in an arc shape, the arc-shaped templates at the two ends are ensured to be vertical in the fixing process, and the template on one side of the clear water on the light sealing surface can be directly lapped on the template conveniently; the arc-shaped back edges 13 are connected behind the arc-shaped templates at the two ends of the arch body, the steel pipes are fixed on the scaffold, and the jackscrews on one ends of the steel pipes directly push against the arc-shaped back edges 13 of the arc-shaped templates for reinforcement.
In the embodiment, a preliminary experiment is performed on the concrete 10 poured in the gallery body 1, wherein at least 4 groups of 400 × 500 × 600 and 4 groups of 150 × 150 × 50 rectangular column small sample blocks are prepared according to the mix proportion scheme of cement, steel slag powder, admixture, broken stone artificial sand, broken stone, water, admixture, iron oxide red, iron oxide yellow and the like in the concrete 10; determining slump and ductility, and finally selecting a mixing ratio; and a pre-construction debugging test was carried out through a small sample plate of 1000X 600 mm. In the application of the embodiment, the cement 320, the steel slag powder 60, the admixture 40, the crushed stone artificial sand 830, the 1-3 crushed stone 630, the 1-2 crushed stone 350, the water 60, the admixture 8.5, the iron oxide red 16.7, the iron oxide yellow 0 and other additives 130; wherein the slump is 180 +/-20 mm, and the ductility is 400 +/-20 mm.
In this embodiment, the erection of the scaffold: the method is characterized in that steel pipes with the diameter of 48mm are adopted for erection, the space between scaffolds is set according to the specification of 900 multiplied by 1500, and the height of each row of upright posts is set according to the height of a construction drawing. Placing a top support: and (4) accurately adjusting according to the height of the scaffold and the height of the arc-shaped roof and the height of a site construction drawing. Transverse back edge: the steel pipe with the diameter of 48mm is adopted for laying, and the jacking support is fixed with the transverse steel pipe through iron wire binding, so that the jacking support is ensured not to slide. Laying vertical back ridges: the stupefied 13 width of arc back of the body is 100mm, and thickness is 51mm, and interval 200mm is placed according to the stupefied control its arc passageway molding of arc wood system back of the body of construction drawing processing arc wood. The arc-shaped wood back ridge is connected with the transverse steel pipe through an iron wire. Then laying the lining board 12: the lining plate 12 is a wood template with the thickness of 12mm, and a groove with the depth of 3-5mm needs to be formed in the back of the template when the template is laid, so that the lining plate 12 is easy to bend when being laid. The lining board 12 is connected with the arc wood back ridge by air gun nails when being laid.
In the embodiment, after the formwork is removed, the concrete 10 in the wall is chiseled downwards by 75mm, 11 open seams on the upper layer are exposed, and then 11 open seams are pressed on the groove to continuously mount the formwork upwards. When an upper-layer wall formwork is supported, a large formwork supporting frame is fixed through a lower-layer bolt hole, the large formwork supporting frame serves as a supporting body of the upper-layer formwork, the formwork is tightly attached to the wall surface of the poured concrete 10, the decorative strips fixed to the surface of the formwork are used for preventing slab staggering and slurry leakage below the formwork, and the wall surface is cleaned up by tightly attaching to the wall surface so as to prevent slurry leakage caused by slag inclusion between the wall surface and the formwork.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any changes or substitutions that may be made by those skilled in the art within the technical scope of the present invention will be covered by the scope of the present invention.
Claims (10)
1. The utility model provides a hyperbolic colored glaze gallery mounting structure, its characterized in that contains gallery body (1) and sets up gallery hole (2) inside gallery body (1), gallery body (1) cross section is archway shape and is the wave in length to last, and gallery body (1) top contains gallery first peak (11), gallery second peak (13) and is connected with gallery valley (12) between gallery first peak (11) and gallery second peak (13) along the same direction; the gallery first peak (11), the gallery valley (12) and the gallery second peak (13) are saddle-shaped; the surface layer of the inner side and/or the outer side of the gallery body (1) is formed by paving and connecting glazed tiles.
2. The hyperbolic colored glaze gallery mounting structure of claim 1, wherein the gallery body (1) is internally provided with concrete (10), and the concrete (10) is internally provided with a steel bar (9), the steel bar (9) comprises a horizontal bar (91) and a vertical bar (92), the horizontal bar (91) is arranged along the longitudinal direction of the gallery body (1), and the vertical bar (92) is in an arch shape; and the concrete (10) and the steel bars (9) are respectively connected with the glazed tiles.
3. The hyperbolic colored glazed arch corridor mounting structure of claim 1, wherein the glazed tile comprises a glazed tile body (3), tile holes (4) formed in the glazed tile body (3), and a decorative glaze (7) at one end of the glazed tile body (3), one end of the glazed tile body (3) is trapezoidal and provided with the decorative glaze (7), and the other end is provided with an alternate concave-convex end surface and extends into the concrete (10); the glazed tiles are vertically arranged in the tangent direction of the curve, and the turning part is obliquely arranged.
4. A hyperbolic colored glazed arch corridor installation structure as claimed in claim 3, wherein said tile holes (4) are arranged perpendicular to the longitudinal direction of the glazed tile body (3) at intervals between the alternate end surfaces and the decorative glaze (7), and/or the tile holes (4) are arranged parallel to the longitudinal direction of the glazed tile body (3) on the alternate end surfaces; and binding wires (8) correspondingly penetrate through the brick holes (4), and the binding wires (8) are correspondingly bound and connected with the horizontal ribs (91) and the vertical ribs (92).
5. The hyperbolic color glazed arch corridor installation structure as claimed in claim 4, wherein two long-direction side surfaces of the glazed tile body (3) are further connected with a structural adhesive (5) and a double-faced adhesive tape (6), the double-faced adhesive tape (6) is arranged at a trapezoidal edge which is in direct contact with the surface layer of the glazed tile body (3) between the decorative glazed tile (7), and the structural adhesive (5) is in direct contact with the double-faced adhesive tape (6) and the glazed tile body (3) to be connected; the structural adhesive (5) and the double-sided adhesive (6) are adapted to the connecting seam between two adjacent glazed tile bodies (3).
6. The hyperbolic colored glaze gallery installation structure of claim 3, wherein the glazed tile body (3) is vertically connected with the concrete (10) in the gallery body (1) through an open seam (11), and the outer side surface of the glazed tile body (3) is correspondingly provided with a lining plate (12), an arc-shaped template and an arc-shaped back ridge (13).
7. A construction method of a hyperbolic colored glazed arch corridor installation structure as claimed in any one of claims 1 to 6, which is characterized by comprising the following concrete steps:
step one, deepening by a BIM technology according to the structural style of the gallery body (1) and the color required by the glazed tile; determining the positions of the corridor body (1) and the corridor hole (2) for marking and determining the installation of the template; selecting the color of the glazed tile, determining the proportion of the color of each glazed tile, and utilizing the BIM technology to correspondingly arrange the glazed tiles;
glazed tile contains the original brick color, champagne color, earthy yellow, special green, special blue, special red, high-grade gray and dark gold, and the bricks of each color are numbered, for example: raw bricks: a, champagne color: b, earthy yellow: c, special green: d, special blue: e, special red: f, high-grade ash: g, dark gold: h; the bricks are then numbered according to their size, for example: 1/4A,1/2B and 1/4C, and finally, carrying out position numbering according to the vertical direction of the brick joint arrangement perps;
step two, exporting a CAD tile arrangement drawing, printing and laying according to a ratio of 1:1, wherein the glazed tiles are vertically arranged in the tangent direction of the curve, and the turning part is obliquely arranged;
when the glazed tile is manufactured, firstly, opening a die to customize the shape of a green brick of the glazed tile, drying the green brick manufactured by the customized tile die, putting the dried green brick into a kiln to be fired and molded at a high temperature of 800 ℃, soaking the surface of the green brick for more than 30 minutes by using environment-friendly glazed pigment after molding, then putting the green brick into the kiln to be fired for the second time, wherein the firing temperature is between 1000 ℃ and 1100 ℃, and firing the green brick for 8 hours to finally form the glazed tile;
step three, when the glazed tile is laid, selecting the whole tile with flat side surface and no protrusion on the surface, and ensuring 2mm brick joints when the glazed tile is laid conveniently; wherein, the glazed tiles are laid in sequence from bottom to top according to a deepening design drawing; when the glazed tile is laid, a double-sided adhesive tape (6) strip is stuck to the position of the decorative glaze (7) with the depth of 30mm, and then the structural adhesive (5) is adopted for joint filling; sequentially arranging from the bottom of the wall body, and laying a second layer of bricks after laying a first layer of bricks;
step four, when the bricks are laid, firstly placing the counter-pulling screws when the counter-pulling screws are in positions, placing a layer of measure reinforcing steel bar (9) mesh on the back of the bricks when the bricks are laid to be 1-1.5 m, and preliminarily fixing the glazed bricks which are already placed by adopting the measure reinforcing steel bar (9) mesh and the counter-pulling system to prevent the bricks from falling;
laying smooth templates, wherein the smooth templates adopt clear water film coated plates, laying the smooth clear water templates according to a deepening design drawing, arranging side rods according to each plug position after the templates are laid, laying an arc-shaped back ridge (13) after the side rods are finished, laying transverse steel pipes after the arc-shaped back ridges (13) are installed, and reinforcing while placing the transverse steel pipes;
sixthly, after the brick surface is laid, binding reinforcing steel bars (9) for first fixing after the integral fixing of the arc roof brick is finished, and paying attention to the protection of the glazed brick when the reinforcing steel bars (9) are bound to avoid the damage of the reinforcing steel bars (9) to the brick; after the single-side template is formed: performing second steel bar (9) binding construction; controlling the thickness of the protective layer not to be lower than 25mm, and arranging the protective layer in a quincunx manner at intervals of 600 mm; all the binding wires (8) are uniformly bent inwards, and the stirrups are vertically and uniformly placed downwards when being placed, so that the hard sleeves cannot be broken off, and the panel is prevented from being scratched;
seventhly, pouring concrete (10) after the formwork is erected, wherein the lower part of the gallery body (1) is of a vertical structure, the upper part of the gallery body is of an arch body structure, and pouring is carried out twice; open seams (11) are arranged at the positions of the fractional pouring, open seam (11) strips are inlaid on the formwork and are naturally formed through pouring and demolding of concrete (10), wherein the open seam (11) pressing strips are plastic strips;
step eight, after the first pouring is finished, removing the formwork to downwards pick a 75mm chisel on the surface of the concrete (10) in the wall, exposing the upper layer open joint (11), and pressing the open joint (11) on the groove to continuously upwards install the formwork; when an upper-layer wall formwork is supported, the large formwork supporting frame is fixed through the lower-layer bolt holes, the supporting body is used as an upper-layer formwork, the formwork is tightly attached to the wall surface of poured concrete (10), the decorative strips fixed to the formwork surface are used for preventing slab staggering and slurry leakage below the formwork, the wall surface is cleaned up by tightly attaching the wall surface, slurry leakage caused by slag inclusion between the wall surface and the formwork is prevented, and the integral installation of the arch gallery structure is completed.
8. The construction method of the hyperbolic color glazed arch corridor installation structure, as claimed in claim 7, is characterized in that the side line of the glazed tile is released according to the drawing size, the arc-shaped back ridges (13) are placed according to 12mm of the side line, the projection line of each arc-shaped back ridge (13) is drawn on the model and the projection point of the highest point elevation and the highest point elevation of each arc-shaped back ridge (13) is determined to form a paper drawing, the paper drawing is released in sequence on site, the drawing is stored, and the test is repeated according to the drawing after the arc-shaped back ridges (13) are laid; after the lining plate (12) is laid, a control line is placed every 1m according to the vertical direction of the vertical seams of the brick arrangement, a sealing line is placed every 0.5 m along the vertical seam direction of the brick arrangement, and the laid brick is accurately positioned according to the placed control line and the sealing line of the brick.
9. The construction method of hyperbolic color-glazed arch corridor installation structure as claimed in claim 8,
when the two ends of the arch body on the gallery body (1) are closed, the two ends of the arch body of the gallery body (1) are fixed on the lining plate (12) after being assembled in an arc shape, the arc-shaped templates at the two ends are ensured to be vertical in the fixing process, and the template on one side of the clear water on the sealing surface can be directly lapped on the template conveniently; the arc-shaped back edges (13) are connected behind the arc-shaped templates at the two ends of the arch body, the steel pipes are fixed on the scaffold, and the jackscrews on one ends of the steel pipes directly push against the arc-shaped back edges (13) of the arc-shaped templates for reinforcement.
10. The construction method of a hyperbolic color glazed arch shelter installation structure as claimed in claim 7, characterized in that, the concrete (10) poured in the shelter body (1) is pre-tested, wherein, at least 4 groups of 400 x 500 x 600, 4 groups of 150 x 50 rectangular column small sample blocks are made according to the mix proportion scheme selection of cement, steel slag powder, admixture, broken stone artificial sand, broken stone, water, admixture, iron oxide red, iron oxide yellow and others in the concrete (10); determining slump and ductility, and finally selecting a mixing ratio; and a pre-construction debugging test was carried out through a small sample plate of 1000X 600 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111095222.2A CN113775039B (en) | 2021-09-17 | 2021-09-17 | Hyperbolic color glaze arch gallery installation structure and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111095222.2A CN113775039B (en) | 2021-09-17 | 2021-09-17 | Hyperbolic color glaze arch gallery installation structure and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN113775039A true CN113775039A (en) | 2021-12-10 |
| CN113775039B CN113775039B (en) | 2022-08-30 |
Family
ID=78852005
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111095222.2A Active CN113775039B (en) | 2021-09-17 | 2021-09-17 | Hyperbolic color glaze arch gallery installation structure and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113775039B (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1088792A (en) * | 1996-09-18 | 1998-04-07 | Junichi Igarashi | Construction method for building structure |
| CN2477722Y (en) * | 2001-04-04 | 2002-02-20 | 谢子炽 | Ceramic glazed brick |
| CN202882110U (en) * | 2012-07-27 | 2013-04-17 | 天津三建建筑工程有限公司 | Brick structure with large span multiple arc arch structure |
| CN207314588U (en) * | 2017-09-14 | 2018-05-04 | 中建一局华江建设有限公司 | A kind of brick body builds off-load construction by laying bricks or stones |
| CN209293184U (en) * | 2018-09-30 | 2019-08-23 | 中建六局建设发展有限公司 | A kind of arch lamina tecti brick mold structure of enclosed construction |
| CN110284596A (en) * | 2019-07-17 | 2019-09-27 | 中建一局华江建设有限公司 | A kind of arch building ventilation mouth stealthy ornamental structure and its construction method |
-
2021
- 2021-09-17 CN CN202111095222.2A patent/CN113775039B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1088792A (en) * | 1996-09-18 | 1998-04-07 | Junichi Igarashi | Construction method for building structure |
| CN2477722Y (en) * | 2001-04-04 | 2002-02-20 | 谢子炽 | Ceramic glazed brick |
| CN202882110U (en) * | 2012-07-27 | 2013-04-17 | 天津三建建筑工程有限公司 | Brick structure with large span multiple arc arch structure |
| CN207314588U (en) * | 2017-09-14 | 2018-05-04 | 中建一局华江建设有限公司 | A kind of brick body builds off-load construction by laying bricks or stones |
| CN209293184U (en) * | 2018-09-30 | 2019-08-23 | 中建六局建设发展有限公司 | A kind of arch lamina tecti brick mold structure of enclosed construction |
| CN110284596A (en) * | 2019-07-17 | 2019-09-27 | 中建一局华江建设有限公司 | A kind of arch building ventilation mouth stealthy ornamental structure and its construction method |
Non-Patent Citations (1)
| Title |
|---|
| 孟萍: "《建筑结构体系》", 31 October 2018 * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN113775039B (en) | 2022-08-30 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104746772B (en) | Ash concrete hollow partition board anti-cracking construction method | |
| RU2359090C2 (en) | Method for erection of structures and device for its realisation | |
| CN106121231A (en) | A kind of skyscraper interts cross construction method | |
| CN112227759B (en) | Repair, reinforcement and migration method for historic building clean water wall | |
| EP0182567A2 (en) | Wall cladding | |
| CN113775039B (en) | Hyperbolic color glaze arch gallery installation structure and construction method thereof | |
| CN111877646B (en) | Landscape house miscellaneous-laying archaized roof system and construction method thereof | |
| CN112922272A (en) | EPS line construction method | |
| KR100619093B1 (en) | the facing construction method with insulation board | |
| CN111350315A (en) | Waterproof closing-in pre-embedding method for roof parapet | |
| CN109707111B (en) | Assembled concrete archaized roof and construction method thereof | |
| CN215889051U (en) | Glazed tile and connecting structure thereof | |
| CN116104224A (en) | External wall heat insulation integrated gap spliced construction node and construction method | |
| CN206337672U (en) | A kind of useless brick facing prefabricated thermal insulation exterior wall plate | |
| CN215484329U (en) | Glazed tile fixing system | |
| US2240774A (en) | Prefabricated wall panel | |
| KR200226499Y1 (en) | Attachable finishing materials for construction | |
| CN213418304U (en) | GRC plate connecting node structure for decorating steel column | |
| CN212506718U (en) | Chinese style door head structure | |
| CN211974088U (en) | Oblique roofing structure | |
| US20240060294A1 (en) | Masonry system | |
| CN219411526U (en) | Concrete arc roof structure with pseudo-classic modeling of glazed tiles | |
| RU2792725C1 (en) | Heat-insulating facade construction panel | |
| CN215907215U (en) | Assembled archaize building tile roof boarding | |
| RU16288U1 (en) | FACING PLATE |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |