CN111910925B - Milk shake cup-shaped landscape decoration component and construction method thereof - Google Patents
Milk shake cup-shaped landscape decoration component and construction method thereof Download PDFInfo
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- CN111910925B CN111910925B CN202010759803.0A CN202010759803A CN111910925B CN 111910925 B CN111910925 B CN 111910925B CN 202010759803 A CN202010759803 A CN 202010759803A CN 111910925 B CN111910925 B CN 111910925B
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- 235000020166 milkshake Nutrition 0.000 title claims abstract description 27
- 238000005034 decoration Methods 0.000 title claims abstract description 9
- 238000010276 construction Methods 0.000 title claims description 19
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 83
- 239000010959 steel Substances 0.000 claims abstract description 83
- 239000010410 layer Substances 0.000 claims abstract description 63
- 239000002344 surface layer Substances 0.000 claims abstract description 45
- 239000011247 coating layer Substances 0.000 claims abstract description 14
- 238000005336 cracking Methods 0.000 claims abstract description 10
- 239000002002 slurry Substances 0.000 claims abstract description 5
- 239000011440 grout Substances 0.000 claims abstract 2
- 239000004570 mortar (masonry) Substances 0.000 claims description 106
- 238000005507 spraying Methods 0.000 claims description 20
- 239000004744 fabric Substances 0.000 claims description 12
- 239000000835 fiber Substances 0.000 claims description 11
- 229910001335 Galvanized steel Inorganic materials 0.000 claims description 6
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- 239000002184 metal Substances 0.000 claims description 6
- 229910052751 metal Inorganic materials 0.000 claims description 6
- 238000000034 method Methods 0.000 claims description 5
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- 230000003014 reinforcing effect Effects 0.000 claims description 2
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B44—DECORATIVE ARTS
- B44C—PRODUCING DECORATIVE EFFECTS; MOSAICS; TARSIA WORK; PAPERHANGING
- B44C5/00—Processes for producing special ornamental bodies
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F21/00—Implements for finishing work on buildings
- E04F21/02—Implements for finishing work on buildings for applying plasticised masses to surfaces, e.g. plastering walls
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Revetment (AREA)
Abstract
The invention discloses a milkshake cup-shaped landscape decoration member, wherein openings at two sides of a top and a bottom are concentric circles with a large top and a small bottom, a main body structure comprises a support framework at the inner side and a concrete surface layer at the outer side, and a plurality of embedded decoration lamp grooves are arranged on the concrete surface layer; the supporting framework comprises an inner-layer main structure and an outer-layer secondary structure, a plurality of layers of arc secondary steel are vertically arranged on the outer side of the secondary structure at intervals, an inner-side steel wire mesh, a steel frame mesh, a steel bar mesh and an outer-side steel wire mesh are sequentially welded and fixed on the outer side of the arc secondary steel, and an arc slurry hanging layer on the outer side of the decorative component is formed; the concrete surface layer is fixed outside the supporting framework through the arc-shaped slurry coating layer. The invention gradually improves the overall arc degree and flatness of the decorative component through the main structure, the secondary structure and the arc secondary steel, and stably fixes the concrete surface layer on the outer side of the supporting framework through the grout coating layer, thereby ensuring the flatness of plastering, preventing the plastering layer from cracking, and finally forming the milkshake cup-shaped landscape decorative component with reliable engineering quality and good appearance.
Description
Technical Field
The invention relates to the technical field of buildings, in particular to a milkshake cup-shaped landscape decorative component and a construction method thereof.
Background
Along with the improvement of aesthetic concepts of people, the requirements on the shape of a building are higher and higher, the building difficulty of the building is higher and higher, and the existing building construction method and process are more and more difficult to meet the building requirements of people. The theme park is attractive in appearance and prominent in story connotation and selling points, is easy to attract a large number of tourists, is promoted to grow theme buildings with various shapes in the park, and is favored by people due to the unique shape of the milkshake cup-shaped landscape decorative component. However, the inverted truncated cone-shaped milkshake cup-shaped landscape decoration member is difficult to build, the construction process is not mature, and the overall arc degree and flatness of the member are difficult to ensure.
Disclosure of Invention
The invention aims to provide a milkshake cup-shaped landscape decoration member and a construction method thereof, so as to solve the technical problems in the background art.
In order to achieve the technical purpose, the invention adopts the following technical scheme:
a milkshake cup-shaped landscape decoration component is in an inverted circular truncated cone shape, openings on two sides of a top bottom are concentric circles with a large top and a small bottom, a main body structure comprises a support framework on the inner side and a concrete surface layer on the outer side, and a plurality of embedded decoration light grooves are arranged on the concrete surface layer;
the supporting framework comprises an inner-layer main structure and an outer-layer secondary structure which are arranged in a concentric circle mode, the main structure is a steel truss structure, the bottom end of the main structure is fixed on a lower-layer main structure in an annular array mode, the secondary structure is fixed on the outer side of the main structure through connecting supporting legs and comprises side columns which are obliquely and vertically arranged and ring beams which are horizontally arranged, the arrangement density of the side columns is larger than that of the main-structure truss column, the ring beams are horizontally welded between every two adjacent side columns, the ring beams in the same horizontal plane are connected into a polygonal structure in a head-tail mode, multiple layers of arc secondary steel are vertically arranged on the outer side of the secondary structure at intervals, the arc secondary steel in each layer is arranged along the annular array, and the outer side face of each layer is an arc;
an inner steel wire mesh, a steel frame mesh, a steel bar mesh and an outer steel wire mesh are sequentially welded and fixed on the outer side of the arc secondary steel to form an arc slurry hanging layer on the outer side of the decorative member, the aperture size of the inner steel wire mesh is smaller than that of the outer steel wire mesh, the steel wire mesh wraps the steel bar mesh so as to facilitate cement grouting, the inner mesh has a small diameter, and in order to prevent mortar from leaking, the outer mesh has a large aperture so as to facilitate mortar injection into the mesh to form an integral cement mortar base layer;
the concrete surface layer is fixed on the outer side of the support framework through the arc-shaped mortar coating layer and sequentially comprises bottom layer anti-cracking mortar, carving layer mortar and flexible surface layer mortar from inside to outside, and the bottom layer anti-cracking mortar is filled in the whole arc-shaped mortar coating layer and extends out of the arc-shaped mortar coating layer.
Preferably, fiber gridding cloth is laid in the flexible surface layer mortar, the fiber gridding cloth is completely embedded in the surface layer mortar, the bonding degree is good, and the anti-cracking capability of the surface layer mortar is improved by utilizing the characteristics of alkali resistance, flatness and difficulty in shrinkage deformation of the fiber gridding cloth.
Preferably, the inner steel wire mesh is made of a four-corner galvanized mesh with the thickness of 5 multiplied by 7 multiplied by 0.5mm, and the outer steel wire mesh is made of a diamond-shaped hexagonal metal mesh with the thickness of 8 multiplied by 16 multiplied by 0.8 mm.
Preferably, the steel frame mesh is made of phi 10mm galvanized steel bars, the steel frame mesh is obliquely and vertically welded on the arc surface of the arc secondary steel according to an annular array, the setting distance is 400mm, the steel bar mesh is made of phi 6.5mm galvanized steel metal meshes, and the longitudinal and transverse setting distances are 200 mm.
Preferably, the setting thickness of the bottom layer anti-cracking mortar is not less than 30mm, the setting thickness of the carving layer mortar is not less than 10mm, and the setting thickness of the flexible surface layer mortar is not less than 5 mm.
In addition, the invention also provides a construction method of the milkshake cup-shaped landscape decorative member, which comprises the following steps: laying out → installing the main structure → installing the secondary structure → installing the arc secondary steel → laying a slurry layer → spraying bottom layer anti-crack mortar → galling → maintaining the base layer → spraying carving layer mortar for leveling → maintaining → spraying flexible surface layer mortar → maintaining the surface layer mortar.
Preferably, the flexible surface layer mortar is sprayed in two times, and after the first time of spraying of the flexible surface layer mortar is finished, the fiber mesh cloth is fully paved on the first time of spraying of the flexible surface layer mortar.
Preferably, after the bottom layer anti-crack mortar is sprayed, the bottom layer anti-crack mortar is manually scraped and extruded and repaired on the inner side of the inner steel wire mesh.
Compared with the prior art, the invention has the beneficial effects that: the invention forms stable skeleton support through the main structure of the steel truss, sets up secondary structure and arc secondary steel outside the main structure in order, improve the whole arc degree and planeness of the decorative component step by step, fix the concrete surface course outside the supporting skeleton steadily through steel reinforcement net and wire mesh of the coating layer, through setting up and laying of the fiber mesh cloth in the floor anti-crack mortar, sculpture layer mortar and flexible surface course mortar in layers, guarantee the planeness of plastering, prevent the plastering layer from cracking, form the milkshake cup-shaped landscape decorative component with reliable project quality finally, look and feel good.
Drawings
The above and/or other aspects and advantages of the present invention will become more apparent and more readily appreciated from the detailed description taken in conjunction with the following drawings, which are meant to be illustrative, not limiting of the invention, and in which:
FIG. 1 is a three-dimensional structure diagram of a milkshake cup-shaped landscape decorative component according to the present invention;
FIG. 2 is a schematic structural diagram of a supporting framework of a milkshake cup-shaped landscape decorative component according to the present invention;
FIG. 3 is a schematic view of the overall structure of a milkshake cup-shaped landscape decorative component according to the present invention;
FIG. 4 is a schematic longitudinal sectional view of FIG. 2;
FIG. 5 is a schematic cross-sectional view of FIG. 2;
FIG. 6 is a schematic structural view of a concrete surface layer of a milkshake cup-shaped landscape decorative member according to the present invention;
fig. 7 is a schematic structural diagram of the arrangement of the reinforcing mesh of the milkshake cup-shaped landscape decorative member according to the present invention.
Reference numerals: 1-supporting framework, 101-main structure, 102-secondary structure, 103-connecting supporting legs, 2-arc secondary steel, 3-inner steel wire mesh, 4-steel frame mesh, 5-steel bar mesh, 6-outer steel wire mesh, 7-concrete surface layer, 701-bottom layer anti-crack mortar, 702-carving layer mortar, 703-flexible surface layer mortar, 8-fiber mesh cloth and 9-decorative lamp groove.
Detailed Description
Hereinafter, embodiments of a milkshake cup-shaped landscape architectural member and a construction method thereof of the present invention will be described with reference to the accompanying drawings. The examples described herein are specific embodiments of the present invention, are intended to be illustrative and exemplary in nature, and are not to be construed as limiting the scope of the invention. In addition to the embodiments described herein, those skilled in the art will be able to employ other technical solutions which are obvious based on the disclosure of the claims and the specification of the present application, and these technical solutions include technical solutions which make any obvious replacement or modification for the embodiments described herein.
In the description of the present invention, it should be noted that the terms "top", "bottom", "upper", "lower", "inner", "outer", etc. indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplicity of description, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.
The drawings in the present specification are schematic views to assist in explaining the concept of the present invention, and schematically show the shapes of respective portions and their mutual relationships. It is noted that the drawings are not necessarily to the same scale so as to clearly illustrate the structures of the various elements of the embodiments of the invention. Like reference numerals are used to denote like parts.
The principles and features of this invention are described below in conjunction with the following drawings, which are set forth to illustrate, but are not to be construed to limit the scope of the invention. Preferred embodiments of the present invention are described in further detail below with reference to FIGS. 1-7:
as shown in fig. 1-7, the preferred milkshake cup-shaped landscape decorative member of the present invention is in the shape of an inverted circular truncated cone, the openings at the top and bottom sides are concentric circles with a large top and a small bottom, the main body structure includes an inner support frame 1 and an outer concrete surface layer 7, 14 embedded decorative light grooves 9 with different sizes are arranged on the surface of the whole milkshake cup-shaped landscape decorative member, the outer edges of the decorative light grooves 9 extend into the grooves to prevent the decorative lights from falling off;
as shown in fig. 2, 4 and 5, the supporting framework 1 includes an inner-layer main structure 101 and an outer-layer secondary structure 102, which are arranged in concentric circles, the main structure 101 is a steel truss structure, the bottom end of the main structure is fixed on a lower-layer main structure in an annular array, the secondary structure 102 is fixed outside the main structure 101 through a connecting leg 103, and includes side columns arranged obliquely and vertically and ring beams arranged horizontally, the arrangement density of the side columns is greater than that of the truss column of the main structure 101, the ring beams are welded horizontally between two adjacent side columns, the ring beams located in the same horizontal plane are connected end to form a polygonal structure, multiple layers of arc-shaped secondary steels 2 are arranged outside the secondary structure 102 at vertical intervals, the arc-shaped secondary steels 2 in each layer are arranged along the annular array, and the outer side surfaces of the arc-shaped secondary steels are arc surfaces matched with the arrangement positions;
as shown in fig. 6-7, an inner steel wire mesh 3, a steel frame mesh 4, a steel bar mesh 5 and an outer steel wire mesh 6 are welded and fixed on the outer side of the arc secondary steel 2 in sequence, wherein the four steel wire mesh form an arc slurry hanging layer on the outer side of the decorative member, the inner steel wire mesh 3 is made of a 5 × 7 × 0.5mm four-corner galvanized mesh, the outer steel wire mesh 6 is made of an 8 × 16 × 0.8mm diamond hexagonal metal mesh, the steel frame mesh 4 is made of a Φ 10mm galvanized steel bar and is obliquely and vertically welded on the arc surface of the arc secondary steel 2 in an annular array, the arrangement distance is 400mm, the steel bar mesh 5 is made of a Φ 6.5mm galvanized steel wire mesh, the longitudinal and transverse arrangement distances are 200mm, the steel wire mesh covers the steel bar mesh, so that cement mortar grouting is facilitated, the inner mesh diameter is small, and the outer mesh diameter is large so that the mortar is not leaked, and the mortar is conveniently injected into;
as shown in fig. 6, the concrete surface layer 7 is fixed on the outer side of the support framework 1 through an arc-shaped mortar coating layer, and sequentially comprises a bottom layer anti-crack mortar 701 with a thickness of 30mm, a carving layer mortar 702 with a thickness of 10mm and a flexible surface layer mortar 703 with a thickness of 5mm from inside to outside, the bottom layer anti-crack mortar 701 is filled in the whole arc-shaped mortar coating layer and extends out of the arc-shaped mortar coating layer, and a fiber mesh cloth 8 is laid in the flexible surface layer mortar 703.
The specific construction method of the invention is as follows: paying off → installing the main structure 101 → installing the secondary structure 102 → installing the arc secondary steel 2 → laying a slurry coating layer → spraying bottom layer anti-crack mortar 701 → galling → base layer curing → spraying carving layer mortar 702 → curing → spraying the first flexible surface layer mortar 703 → laying a fiber mesh cloth 8 → spraying the second flexible surface layer mortar 703 → surface layer mortar curing.
Paying off: refining a construction drawing, and calibrating the installation position of a steel truss of a main structure 101 according to a design scheme;
the secondary structure 102 is installed: in order to correct the size deviation of the steel structure, a square steel pipe with the size of 100 multiplied by 6mm is adopted as a secondary steel structure, the secondary steel structure and the main structure 101 are made into concentric circles, the secondary steel structure is fixed with the main structure 101 through a connecting supporting leg 13, the distance between a secondary structure 102 and the main structure 101 is 110mm, and the local distance between each point and the position is measured according to the radius of the circle and is adjusted according to a decorative component;
installing arc secondary steel 2: the whole decorative component is measured by nine elevation points, nine galvanized square steels with the size of 40 multiplied by 20 multiplied by 3mm are processed according to the radius of each elevation point and are used as arc secondary steels 2 to be fixed on the secondary structure 102, a welding opening is coated with a zinc shield, the height difference of each circle of arc secondary steel 2 is 1000mm, after the arc secondary steel 2 is installed, the galvanized square steels with the size of 40 multiplied by 20 multiplied by 3mm are subjected to detail shaping, all circular-shaped embedded decorative lamp groove 9 frameworks are manufactured, and in order to improve the stability of the fixed structure of the decorative lamp groove 9, the galvanized square pipes with the size of 40 multiplied by 20 multiplied by 3mm are respectively welded and fixed with the secondary structure 102 and the arc secondary steels 2;
spraying bottom layer anti-crack mortar 701: discharging 701 reinforcement punching points of the bottom anti-crack mortar by infrared rays, spraying the bottom finished anti-crack mortar after the reinforcement punching points are solidified and shaped, wherein the sprayed mortar is from low to high, the sprayed mortar is firstly outside to inside, the sprayed mortar is about 10mm in thickness, reinforcing steel bars with the diameters of 10mm and 6.5mm are coated in the mortar, and the sprayed mortar is manually scraped off, so that the mortar can be fully filled in a metal net to avoid empty drum caused by infirm filling in the net, and if necessary, the inner side is extruded and repaired to reduce cavities in the steel wire net, thereby reducing the possibility of cracking of the mortar;
napping: after the bottom anti-crack mortar 701 is sprayed and leveled, roughening treatment is carried out, and the bottom anti-crack mortar 701 and the leveling carving layer mortar 702 are maintained at intervals for at least one week, so that the roughening has the effect of effectively fitting the first-pass mortar and the second-pass mortar, the mortar plastering quality is improved, and the possibility of cracking is reduced;
spraying carving layer mortar 702: vertically embedding multiple layers of PVC pipes at intervals outside the bottom anti-crack mortar 701 as elevation control points to control the flatness and the overall radian of the arc-shaped outer surface of the carving layer mortar 702, wherein the setting interval is 2000mm, the PVC pipes in each layer are arranged along an annular array, the elevation of the outermost side of each PVC pipe is consistent with the designed outer side surface elevation of the carving layer mortar 702 at the setting position, and after the spraying of the carving layer mortar 702 is finished, removing the embedded PVC pipes and repairing the embedded positions to the designed height by the carving layer mortar 702;
spraying flexible surface layer mortar 703: the flexible surface layer mortar 703 has the function of enhancing the anti-cracking performance of the mortar surface, the first spraying of the flexible surface layer mortar 703 is about 2mm thick, then the fiber mesh cloth 8 is fully paved, the mesh cloth is completely embedded in the mortar, the bonding strength is good, and then the second spraying of the flexible surface layer mortar 703 is carried out.
When the mortar is prepared, 4.5-5.1L of clear water needs to be added into each package of backing material powder for stirring at a low speed for 3-5 minutes until the mixture is uniform and has no agglomeration, and the water adding amount can be properly adjusted according to actual conditions on a construction site to achieve the optimal construction property. Standing for 5 minutes after primary stirring, then uniformly stirring again, and adding a small amount of clear water at one time to adjust the workability. The stirred material needs to be used up within 30-45 minutes. And (3) carrying out watering maintenance on the mortar surface after construction for 5-7 days, wherein the watering amount needs to be properly adjusted according to the actual weather condition. Watering and curing for 1-2 times every day. Before the flexible surface layer mortar 703 is used, clean equipment is firstly prepared for stirring the product, then clean cold water is added into a clean barrel for 5.7-6.7L, then half of the flexible surface layer mortar 703 is firstly added, the mixture is uniformly stirred at the speed of 500 turns by using a stainless steel 13 gamma stirring head 400-. After the initial stirring, the stirred product was left for 5 minutes and then stirred again. Only a small amount of water can be added at a time for adjusting workability. The stirred flexible surface mortar 703 should be used immediately, the usable time is 1-2 hours after adding water, and the open time is influenced by the humidity and temperature of the construction site.
And (3) normal-temperature maintenance of the mortar:
after the mortar is constructed, the mortar is cured by sprinkling water. The mortar curing should start within 8 hours when the air temperature is higher than 25 ℃ (4-6 hours when the temperature is high and the wind is strong), and after 12 hours when the temperature is lower than 25 ℃. The curing period is 5-7 days. The watering frequency is based on the principle that the mortar surface layer can be kept in a wet state all the time. The watering amount needs to be properly adjusted according to the actual weather condition. Watering and curing for 1-2 times every day. If the water is in a high-temperature dry climate, the water spraying frequency is increased, and the curing time is prolonged. When the daily average temperature is below 5 deg.C, watering should not be carried out, but covering is still required. So as to prevent the mortar from being frozen due to sudden drop of air temperature.
And (3) carrying out summer construction and maintenance on the mortar:
the water consumption can be properly increased by carrying out mortar construction at high temperature. In summer, a method of appropriately cooling the mixing water, such as adding ice in a mixing water storage tank to lower the water temperature, may be considered. When construction is carried out in summer, construction under the condition of direct sunlight is avoided as much as possible, so that too fast high-temperature water loss caused by the direct sunlight is reduced, and fine cracks are prevented and reduced.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents, improvements and the like that fall within the spirit and principle of the present invention are intended to be included therein.
Claims (8)
1. A milk shake cup view decoration component which is characterized in that: the decorative member is in an inverted circular truncated cone shape, openings on two sides of the top and the bottom are concentric circles with a large top and a small bottom, the main body structure comprises a supporting framework (1) on the inner side and a concrete surface layer (7) on the outer side, and a plurality of embedded decorative lamp grooves (9) are arranged on the concrete surface layer (7);
the supporting framework (1) comprises an inner-layer main structure (101) and an outer-layer secondary structure (102), the inner-layer main structure (101) and the outer-layer secondary structure (102) are arranged in a concentric circle mode, the main structure (101) is of a steel truss structure, the bottom end of the main structure is fixed on the lower-layer main structure in an annular array mode, the secondary structure (102) is fixed on the outer side of the main structure (101) through connecting supporting legs (103) and comprises side columns which are obliquely and vertically arranged and ring beams which are horizontally arranged, the arrangement density of the side columns is larger than that of truss columns of the main structure (101), the ring beams are horizontally welded between every two adjacent side columns, the ring beams in the same horizontal plane are connected end to form a polygonal structure, multiple layers of arc-shaped secondary steel (2) are vertically arranged on the outer side of the secondary structure (102) at intervals, the arc-shaped secondary steel (2;
an inner steel wire mesh (3), a steel frame mesh (4), a reinforcing mesh (5) and an outer steel wire mesh (6) are sequentially welded and fixed on the outer side of the arc secondary steel (2) to form an arc slurry hanging layer on the outer side of the decorative component, and the aperture size of the inner steel wire mesh (3) is smaller than that of the outer steel wire mesh (6);
the concrete surface layer (7) is fixed on the outer side of the support framework (1) through the arc-shaped mortar coating layer and sequentially comprises bottom layer anti-crack mortar (701), carving layer mortar (702) and flexible surface layer mortar (703) from inside to outside, and the bottom layer anti-crack mortar (701) is filled in the whole arc-shaped mortar coating layer and extends out of the arc-shaped mortar coating layer.
2. A milkshake cup-shaped landscape architectural element as claimed in claim 1, wherein: and a fiber mesh cloth (8) is laid in the flexible surface layer mortar (703).
3. A milkshake cup-shaped landscape architectural element as claimed in claim 1, wherein: the inner steel wire mesh (3) is made of a four-corner galvanized net with the thickness of 5 multiplied by 7 multiplied by 0.5mm, and the outer steel wire mesh (6) is made of a diamond-shaped hexagonal metal mesh with the thickness of 8 multiplied by 16 multiplied by 0.8 mm.
4. A milkshake cup-shaped landscape architectural element as claimed in claim 1, wherein: the steel frame mesh (4) is made of phi 10mm galvanized steel bars and is obliquely and vertically welded on the arc surface of the arc secondary steel (2) according to an annular array, the setting distance is 400mm, the steel bar mesh (5) is made of a phi 6.5mm galvanized steel metal mesh, and the longitudinal and transverse setting distances are 200 mm.
5. A milkshake cup-shaped landscape architectural element according to claim 4, wherein: the setting thickness of the bottom layer anti-cracking mortar (701) is not less than 30mm, the setting thickness of the carving layer mortar (702) is not less than 10mm, and the setting thickness of the flexible surface layer mortar (703) is not less than 5 mm.
6. A method of constructing a milkshake cup-shaped landscape architectural ornament according to any one of claims 1 to 5, comprising the steps of: paying off → installing a main structure (101) → installing a secondary structure (102) → installing an arc-shaped secondary steel (2) → installing a grout coating layer → spraying bottom layer anti-crack mortar (701) → galling → maintaining a base layer → spraying carving layer mortar (702) leveling → maintaining → spraying flexible surface layer mortar (703) → maintaining surface layer mortar.
7. The construction method of the milkshake cup-shaped landscape architectural element according to claim 6, wherein: the flexible surface layer mortar (703) is sprayed twice, and after the first-time flexible surface layer mortar (703) is sprayed, the fiber mesh cloth (8) is fully paved on the first-time flexible surface layer mortar (703).
8. The construction method of the milkshake cup-shaped landscape architectural element according to claim 6, wherein: and after the bottom layer anti-crack mortar (701) is sprayed, manually strickling the bottom layer anti-crack mortar and performing extrusion repair on the inner side of the inner steel wire mesh (3).
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| Application Number | Priority Date | Filing Date | Title |
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| CN202010759803.0A CN111910925B (en) | 2020-07-31 | 2020-07-31 | Milk shake cup-shaped landscape decoration component and construction method thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202010759803.0A CN111910925B (en) | 2020-07-31 | 2020-07-31 | Milk shake cup-shaped landscape decoration component and construction method thereof |
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| CN111910925A CN111910925A (en) | 2020-11-10 |
| CN111910925B true CN111910925B (en) | 2021-04-09 |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1425835A (en) * | 2003-01-30 | 2003-06-25 | 董佩义 | Light steel assembling house system |
| CN1455064A (en) * | 2002-04-30 | 2003-11-12 | 邱则有 | Cast-in-situ reinforced concrete combined wall |
| CN2599094Y (en) * | 2003-01-30 | 2004-01-14 | 董佩义 | Light steel assembled house structure |
| JP2008255626A (en) * | 2007-04-04 | 2008-10-23 | Meiken Kogyo Kk | Method for joining wooden member |
| CN102277904A (en) * | 2011-05-05 | 2011-12-14 | 杨东佐 | Beam column connecting member and forming method thereof, building frame structure and installing method thereof |
| CN108516764A (en) * | 2018-04-27 | 2018-09-11 | 江苏金海宁新型建材科技有限公司 | A kind of crack resistance type plastering mortar |
-
2020
- 2020-07-31 CN CN202010759803.0A patent/CN111910925B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1455064A (en) * | 2002-04-30 | 2003-11-12 | 邱则有 | Cast-in-situ reinforced concrete combined wall |
| CN1425835A (en) * | 2003-01-30 | 2003-06-25 | 董佩义 | Light steel assembling house system |
| CN2599094Y (en) * | 2003-01-30 | 2004-01-14 | 董佩义 | Light steel assembled house structure |
| JP2008255626A (en) * | 2007-04-04 | 2008-10-23 | Meiken Kogyo Kk | Method for joining wooden member |
| CN102277904A (en) * | 2011-05-05 | 2011-12-14 | 杨东佐 | Beam column connecting member and forming method thereof, building frame structure and installing method thereof |
| CN108516764A (en) * | 2018-04-27 | 2018-09-11 | 江苏金海宁新型建材科技有限公司 | A kind of crack resistance type plastering mortar |
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|---|---|
| CN111910925A (en) | 2020-11-10 |
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