CN115179684A - Novel water conservancy landscape engineering construction method - Google Patents
Novel water conservancy landscape engineering construction method Download PDFInfo
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- CN115179684A CN115179684A CN202210548581.7A CN202210548581A CN115179684A CN 115179684 A CN115179684 A CN 115179684A CN 202210548581 A CN202210548581 A CN 202210548581A CN 115179684 A CN115179684 A CN 115179684A
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- steel
- stone
- rockery
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- 238000010276 construction Methods 0.000 title claims abstract description 46
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 28
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 61
- 239000010959 steel Substances 0.000 claims abstract description 61
- 239000004575 stone Substances 0.000 claims abstract description 38
- 230000000694 effects Effects 0.000 claims abstract description 25
- 238000004040 coloring Methods 0.000 claims abstract description 14
- 239000000463 material Substances 0.000 claims abstract description 9
- 238000002360 preparation method Methods 0.000 claims abstract description 4
- 238000000465 moulding Methods 0.000 claims abstract description 3
- 238000003466 welding Methods 0.000 claims description 22
- 241000251468 Actinopterygii Species 0.000 claims description 4
- 238000007493 shaping process Methods 0.000 claims description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 3
- 238000005452 bending Methods 0.000 claims description 3
- 210000000988 bone and bone Anatomy 0.000 claims description 3
- 238000005536 corrosion prevention Methods 0.000 claims description 3
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 claims description 3
- 239000010410 layer Substances 0.000 claims description 3
- 230000002265 prevention Effects 0.000 claims description 3
- 239000002344 surface layer Substances 0.000 claims description 3
- 238000005520 cutting process Methods 0.000 claims description 2
- 238000004080 punching Methods 0.000 claims 1
- 238000000034 method Methods 0.000 abstract description 7
- 238000005065 mining Methods 0.000 abstract description 4
- 235000008733 Citrus aurantifolia Nutrition 0.000 abstract description 2
- 235000011941 Tilia x europaea Nutrition 0.000 abstract description 2
- 239000004568 cement Substances 0.000 abstract description 2
- 239000003365 glass fiber Substances 0.000 abstract description 2
- 239000004571 lime Substances 0.000 abstract description 2
- 239000011347 resin Substances 0.000 abstract description 2
- 229920005989 resin Polymers 0.000 abstract description 2
- 239000000126 substance Substances 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 3
- 239000002436 steel type Substances 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B44—DECORATIVE ARTS
- B44C—PRODUCING DECORATIVE EFFECTS; MOSAICS; TARSIA WORK; PAPERHANGING
- B44C5/00—Processes for producing special ornamental bodies
- B44C5/06—Natural ornaments; Imitations thereof
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Abstract
The invention discloses a novel water conservancy landscape engineering construction method, which comprises the following steps: s1, firstly, construction preparation and foundation construction are carried out; s2, constructing a main framework; s3, constructing a sub-framework and a detailed structure; s4, binding steel wire mesh sheets; s5, building mountain stone textures; s6, coloring the mountain body, wherein the plastic stone rockery is formed by artificially molding concrete, glass fiber, organic resin modern materials and non-stone materials such as lime, cement and steel, so that the problems of difficult stone mining, difficult transportation, complex construction, large potential safety hazard and large investment in water conservancy and landscape engineering are effectively solved, and the materials used for construction are wide in source and convenient to take and use, and do not need stone mining and stone transportation; the method is not limited by natural stones, can be modeled according to design intentions, has short construction time, and can form a preset effect in a short time; the effect same as that of real stone can be obtained; the environment is not polluted in urban environment, harmful substances are not released, and any threat to human health is caused.
Description
Technical Field
The invention relates to the technical field of water conservancy landscapes, in particular to a novel water conservancy landscape engineering construction method.
Background
With the continuous improvement of living standard, people have higher requirements on human living environment, garden construction is greatly developed, but the requirements on environmental protection are high at present, the difficulty of stone mining is high, the plastic stone is utilized to carry out garden landscape rockery construction, the construction process is simple, the environmental protection performance is good, and the plastic stone is gradually a main method of garden landscape and is more and more widely used.
In the water conservancy landscape engineering work progress, adopt the stone material construction to have the exploitation difficulty, transport difficulty, construction difficulty, the not good problem of water-proof effects, lead to the construction period unable assurance, the potential safety hazard is uncontrollable, the project investment is high, construction cost increases.
Disclosure of Invention
The invention aims to solve the problems in the prior art and provides a novel water conservancy landscape engineering construction method.
In order to achieve the purpose, the invention adopts the following technical scheme:
a novel water conservancy landscape engineering construction method comprises the following steps:
s1, firstly, construction preparation and foundation construction are carried out;
s2, main framework construction
The main framework structure is connected with the foundation and used for bearing the whole weight of the plastic-fake product, and in order to achieve the effect that the main framework support plays a role in force unloading, a cross brace is adopted, wherein the main framework structure is subjected to rust prevention and corrosion prevention treatment;
s3, sub-skeleton and detail structure construction
Synchronously considering the primary and secondary relations and the variation effect of the height fluctuation when the gaps on the surfaces of the main frameworks are connected, and molding the general shape of the rockery so as to mold the later rockery texture, wherein the reinforcing steel layer framework bears the weight of the surface layer of the rockery in the later period and is welded with the main support framework, so that the stability of the whole rockery is improved, the concave-convex and bending of the secondary framework are carried out along with the detailed trend of the rockery, and the transverse and vertical intervals are not more than 20cm;
s4, binding steel wire mesh sheets
Before binding the steel wire mesh, cutting the steel wire mesh into rectangular small pieces, automatically binding the small pieces by binding wires according to the height fluctuation of a secondary framework to fix the steel wire mesh block by block, modeling according to design requirements, and performing local shaping treatment;
s5, mountain stone texture modeling
According to the style requirement of the plastic stone, detail treatment is carried out according to the natural texture characteristics of the stone, so that the stone can achieve the effect of the natural stone from the front and the side;
s6, coloring the mountain
The mountain is wetted before coloring without flowing water, then color is mixed according to requirements, a sample is made before color matching, the effect is ensured to be consistent with the required effect, large-area coloring is carried out by machinery, small-area coloring is carried out manually, the positive surface and the negative surface of the mountain are clearly distinguished, deep color is used at a sunken part, and the overall effect of the mountain is improved.
The novel water conservancy landscape engineering construction method provided by the invention also has the following technical characteristics:
furthermore, the main framework structure is welded by large steel, the steel types comprise channel steel, square steel and angle steel, the length, width and height dimensions of rockeries and plastic stones are key factors for determining the steel type, and the high rockeries are made of large steel, such as channel steel and I-steel; the short rockery and the plastic stone are made of angle steel.
Furthermore, the bridging is specifically that two points are selected on the wall, expansion nails are arranged on the points, then the characteristic that a triangle has stability is utilized, the angle steel welded on the lower node is vertically welded with the wall, the upper node is welded in a downward-pulling mode, the upper and lower welded angle steels are enabled to be in a triangle, and one end of the upper and lower welded angle steels, which is not welded with the wall, is connected with the outside steel bar main body.
Further, when the main bone support in the S2 is welded, the length of each angle steel is determined and numbered according to the requirements of the size and the shape height, and the angle steels are welded one by one according to the numbers.
Further, a full-length welding method or a fish scale welding method is adopted during welding, and the contact surface maximization of the welding point is guaranteed.
Compared with the prior art, the invention provides a novel water conservancy landscape engineering construction method, which has the following beneficial effects:
the plastic stone rockery is made up of concrete, glass fibre, organic resin, lime, cement and steel through artificial shaping. The problems of difficulty in stone mining, difficulty in transportation, complexity in construction, high potential safety hazard and high investment in water conservancy landscape engineering are effectively solved.
Wherein the following advantages are also provided
The method has the advantages of convenience, wide source of used materials, convenient use and no need of quarrying and stone transportation.
Is flexible and is not limited by natural stone, and can be shaped according to design intention. Time is saved, construction time is short, and a preset effect can be formed in a short time.
Is vivid and can achieve the same effect as real stone.
The energy-saving, environment-friendly and safe environment-friendly urban environment can not pollute the environment, can not release harmful substances and can not cause any threat to the human health.
Drawings
To more clearly illustrate the technical solutions of the embodiments of the present disclosure, the drawings of the embodiments will be briefly introduced below, and it is apparent that the drawings in the following description relate only to some embodiments of the present disclosure and are not limiting to the present disclosure.
FIG. 1 shows the construction of sub-skeletons and detailed structures in a novel water conservancy landscape engineering construction method.
FIG. 2 is a detailed texture modeling of a novel water conservancy landscape engineering construction method.
FIG. 3 is a mountain coloring diagram in the construction method of a novel water conservancy landscape engineering.
Fig. 4 is an effect diagram A after water is introduced into the novel water conservancy landscape engineering construction method.
FIG. 5 is an effect diagram B after water is introduced into the novel water conservancy landscape engineering construction method.
Detailed Description
To make the objects, technical solutions and advantages of the embodiments of the present disclosure more apparent, the technical solutions of the embodiments of the present disclosure will be clearly and completely described below with reference to the drawings of the embodiments of the present disclosure. It is to be understood that the described embodiments are only a few embodiments of the present disclosure, and not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the described embodiments of the disclosure without inventive step, are within the scope of protection of the disclosure.
Unless defined otherwise, technical or scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this disclosure belongs. The use of "first," "second," and the like in this disclosure is not intended to indicate any order, quantity, or importance, but rather is used to distinguish one element from another. The word "comprising" or "comprises", and the like, means that the element or item preceding the word covers the element or item listed after the word and its equivalents, but does not exclude other elements or items.
As shown in fig. 1-5, a novel water conservancy landscape engineering construction method comprises the following steps:
s1, firstly, construction preparation and foundation construction are carried out;
s2, main framework construction
The main framework structure is connected with the foundation and used for bearing the weight of the whole plastic-false body, and in order to achieve the effect that the main framework support has the force unloading function, the main framework structure is subjected to rust prevention and corrosion prevention treatment by adopting the cross braces.
S3, sub-skeleton and detail structure construction
The main and secondary relations and the variation effect of the height fluctuation are synchronously considered when the gaps on the surfaces of the main frameworks are connected, the general model of the rockery is modeled so as to shape the rockery texture in the later period, the reinforcing steel layer framework bears the weight of the rockery texture surface layer in the later period and is welded with the main support framework, the stability of the whole rockery is improved, the concave-convex and the bending of the secondary framework are carried out along with the detailed trend of the rockery, the transverse and vertical intervals are not more than 20cm, and the welding is mainly surface welding.
S4, binding steel wire meshes
Before the steel wire mesh is bound, the steel wire mesh is firstly cut into small rectangular pieces, the binding wires are automatically bound according to the height fluctuation of a secondary framework to fix the steel wire mesh block by block, modeling is carried out according to design requirements, and local shaping treatment is carried out.
S5, mountain stone texture modeling
According to the style requirement of the plastic stone, detail treatment is carried out according to the natural texture characteristics of the stone, and the effect that the stone can reach the natural stone from the front and the side is ensured.
S6, coloring the mountain
The mountain is wetted before coloring without flowing water, then color is mixed according to requirements, a sample is made before color matching, the effect is ensured to be consistent with the required effect, large-area coloring is carried out by machinery, small-area coloring is carried out manually, the positive surface and the negative surface of the mountain are clearly distinguished, deep color is used at a sunken part, and the overall effect of the mountain is improved.
The main framework structure is welded by large steel, the steel types comprise channel steel, square steel and angle steel, the length, width and height of rockery and plastic stone are key factors for determining the type of the selected steel, and the high rockery is made of large steel such as channel steel and I-steel; the short rockery and the plastic stone are made of angle steel.
The bridging device comprises a bridging device and a bridging device, wherein the bridging device comprises a bridging device, a bridging device and a plurality of expansion nails, wherein the bridging device is used for bridging the expansion nails, the expansion nails are arranged on the bridging device, the expansion nails are arranged at two points on a wall, because the expansion nails have few contact surfaces, an angle horse can be fixed between the wall and the expansion nails as an enlarged contact surface, then the characteristic that a triangle has stability is utilized, the angle steel welded at the bottom node is vertically welded with the wall, the upper part of the angle steel is pulled down and welded, the upper part and the lower part of the angle steel are connected into a triangle, and one end without welding the wall is connected with the outside steel bar main body. During welding, attention needs to be paid to full welding or fish scale welding, and the contact surface of a welding point is guaranteed to be maximized.
And when the main bone support in the S2 is welded, determining the length of each angle steel and numbering according to the requirements of the size of the body and the height of the model, and welding one by one according to the numbering.
And a full welding or fish scale welding method is adopted during welding, so that the contact surface maximization of the welding point is ensured.
The following points need to be explained:
1. in the drawings of the embodiments of the present disclosure, only the structures related to the embodiments of the present disclosure are referred to, and other structures may refer to general designs.
2. Features of the disclosure in the same embodiment and in different embodiments may be combined with each other without conflict.
The above description is only for the specific embodiments of the present disclosure, but the scope of the present disclosure is not limited thereto, and any person skilled in the art can easily think of the changes or substitutions within the technical scope of the present disclosure, and all those are covered within the scope of the present disclosure. Therefore, the protection scope of the present disclosure is subject to the protection scope of the claims.
Claims (5)
1. A novel water conservancy landscape engineering construction method is characterized by comprising the following steps:
s1, firstly, construction preparation and foundation construction are carried out;
s2, main framework construction
The main framework structure is connected with the foundation and used for bearing the whole weight of the plastic-fake product, and in order to achieve the effect that the main framework support plays a role in force unloading, a cross brace is adopted, wherein the main framework structure is subjected to rust prevention and corrosion prevention treatment;
s3, sub-skeleton and detail structure construction
Synchronously considering the primary and secondary relations and the variation effect of the height fluctuation when the gaps on the surfaces of the main frameworks are connected, and molding the general shape of the rockery so as to mold later rockery textures, wherein the reinforcing steel layer frameworks bear the weight of the rockery texture surface layer at the later stage and are welded with the main supporting frameworks together, so that the stability of the whole rockery is improved, the concave-convex and bending of the secondary frameworks are carried out along with the detailed trend of the rockery, and the transverse and vertical intervals are not more than 20cm;
s4, binding steel wire mesh sheets
Before binding the steel wire mesh, firstly cutting the steel wire mesh into rectangular small pieces, automatically binding the small pieces by binding wires according to the height fluctuation of a secondary framework to fix the steel wire mesh piece by piece, modeling according to design requirements, and performing local shaping treatment;
s5, mountain stone texture modeling
According to the style requirement of the plastic stone, detail treatment is carried out according to the natural texture characteristics of the stone, so that the stone can achieve the effect of the natural stone from the front and the side;
s6, coloring the mountain
The mountain is wetted before coloring without flowing water, then color is mixed according to requirements, a small sample is made before color matching, the effect is kept consistent with the required effect, large-area coloring is carried out by a machine, small-area coloring is carried out manually, the sun surface and the shade surface of the mountain are clearly distinguished, deep color is used at a sunken part, and the overall effect of the mountain is improved.
2. The novel water conservancy landscape engineering construction method according to claim 1, wherein the main framework structure is welded by large steel materials, the steel materials comprise channel steel, square steel and angle steel, the length, width and height of the rockery and the plastic stone are key factors for determining the type of the selected steel materials, and the large steel materials such as channel steel and I-shaped steel are selected for the relatively high rockery; the short rockery and the plastic stone are made of angle steel.
3. The novel water conservancy landscape engineering construction method according to claim 1, wherein the cross brace is formed by selecting two points on a wall, punching expansion nails, utilizing the stability characteristic of a triangle, vertically welding an angle steel welded at a lower node with the wall, and performing downward pull welding on the angle steel, so that an upper welded angle steel and a lower welded angle steel form a triangle, and one end of the steel bar, which is not welded with the wall, is connected with an outer steel bar body.
4. The novel water conservancy landscape engineering construction method according to claim 1, wherein when the main bone support in the S2 is welded, the length of each angle steel is determined and numbered according to the requirements of the size and the shape height, and the angle steels are welded one by one according to the numbers.
5. The novel water conservancy landscape engineering construction method according to any one of claims 1-4, characterized in that full-scale welding or fish scale welding is adopted during welding to ensure the maximum contact surface of the welding point.
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| CN202210548581.7A CN115179684A (en) | 2022-05-20 | 2022-05-20 | Novel water conservancy landscape engineering construction method |
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| CN202210548581.7A CN115179684A (en) | 2022-05-20 | 2022-05-20 | Novel water conservancy landscape engineering construction method |
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2022
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