CN110735536B - Method for building hillside villa - Google Patents

Method for building hillside villa Download PDF

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Publication number
CN110735536B
CN110735536B CN201910939887.3A CN201910939887A CN110735536B CN 110735536 B CN110735536 B CN 110735536B CN 201910939887 A CN201910939887 A CN 201910939887A CN 110735536 B CN110735536 B CN 110735536B
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China
Prior art keywords
villa
hillside
building
erecting
slope
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Expired - Fee Related
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CN201910939887.3A
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CN110735536A (en
Inventor
熊海涛
熊波
黎之道
余家民
谢珊
罗文彬
陈锡泉
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Guangzhou Tianli Building Engineering Co ltd
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Guangzhou Tianli Building Engineering Co ltd
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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
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/20—Securing of slopes or inclines
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/20—Securing of slopes or inclines
    • E02D17/202—Securing of slopes or inclines with flexible securing means
    • 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
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/001—Safety or protective measures against falling down relating to scaffoldings
    • 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
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/14—Railings
    • E04G5/145—Toe boards therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
    • E04H1/02—Dwelling houses; Buildings for temporary habitation, e.g. summer houses
    • E04H1/04—Apartment houses arranged in two or more levels

Abstract

The invention discloses a method for building a hillside villa, and relates to the technical field of building design and construction. The method comprises the steps of establishing a scheme, erecting a platform, erecting a frame body, erecting vertical rods under beams, reinforcing mesh concrete slope protection, arranging drain holes on slope protection surfaces and constructing a villa. Through the design, the technical scheme has no limitation of the traditional construction technology, has pertinence and instantaneity compared with the prior technology, is simple and effective in operation, has stronger social benefit, changes the singleness of the construction method for building the hillside type villa in the prior art, successfully completes the construction task, prevents safety accidents and creates certain economic benefit; the method can be popularized and applied to all hillside residential buildings, office buildings, villas and other buildings, or other engineering projects such as municipal engineering, hydraulic engineering and the like needing to set up a formwork system on hillsides and side slopes; the construction technology applied to the hillside villa in practice can effectively realize formwork erecting and ensure the construction safety.

Description

Method for building hillside villa
Technical Field
The invention relates to the technical field of building design, in particular to a construction method of a hillside type villa.
Background
The slope villa often forms a suspension foot layer because of being positioned on the slope, and a formwork system is erected before pouring beam plates on the suspension foot layer and generally falls on the inclined slope, but the formwork system is unstable and cannot be firm, so a system capable of supporting the formwork is created by another method.
Disclosure of Invention
Technical problem to be solved
Aiming at the defects of the prior art, the invention provides a construction method of the hillside villa, which has the advantages of pertinence, instantaneity, simplicity and effectiveness in operation, stronger social benefit, change of the singleness of the construction method for constructing the hillside villa and the like, and solves the problem that the hillside villa is not easy to construct.
(II) technical scheme
In order to realize the purposes of being more targeted and immediate, simple and effective in operation and stronger in social benefit and changing the singleness of the construction method for constructing the mountain slope type villa in the past, the invention provides the following technical scheme: a method for building a hillside villa comprises the following steps:
s1, making a scheme: firstly, measuring the site terrain, and formulating a scheme by combining related data;
s2, setting up a platform: erecting an operation platform by using a steel pipe scaffold so as to facilitate manual hole digging pile operation, leveling platforms with proper number by using a digging machine longitudinally along a hillside, pouring a C20 concrete cushion layer with the thickness of 8-12cm on an upper layer platform, pouring C25 concrete C12@200 single-layer reinforcing bars with the thickness of 8-12cm on a lower layer platform, erecting a floor full-hall scaffold and adopting a embracing column to reinforce a frame body when the operation platform is used for garden floor pouring and the like;
s3, erecting a rack body: the frame body is pulled and connected with the structure in a column-embracing mode, the specification of the steel pipe is phi 48 multiplied by 3.5, the length of a screw rod at the top extends out of the steel pipe is less than or equal to 300mm, the free end of each upright rod is less than or equal to 500mm, the longitudinal and transverse spacing between upright rods under beams is 1000mm, the step pitch is 1500mm, the longitudinal and transverse spacing between upright rods under plates is 1000mm, the step pitch is 1500mm, vertical cross braces are continuously arranged from bottom to top along the periphery and inside of the frame body at intervals of 5m upright rods longitudinally and transversely, the included angle between each cross brace rod and the ground surface is 45-60 degrees, and continuous horizontal cross braces are arranged at the top and in the middle;
s4, erecting a vertical rod below the beam: the sizes of the lifting foot layer beams are 200 multiplied by 500,200 multiplied by 700 and 200 multiplied by 800, and the cross-sectional areas are all less than 0.3m2；
S5, reinforcing mesh concrete slope protection: covering the slope surface with a phi 6@300 multiplied by 300 steel bar mesh, fixing the mesh sheet by using C16@1500 steel bar head soil nails with the penetration depth of 500mm, pouring C20 concrete with the thickness of 60mm to protect the slope, bending the part of the C16 steel bar head exposed out of the soil surface by 90 degrees to press the steel bar mesh sheet, wherein the bending length is 10 d-160 mm;
s6, arranging drain holes on the slope protection surface: a PVC drain pipe of DN110 is used, and the single pipe is arranged in a quincuncial shape with the length of 100mm and the distance of 2000 mm;
s7, building villas: the original ground crust on the original sloping field is lifted, the thickness of the soil layer of the lifted ground crust is not less than 200mm, then the lower surface of the lifted ground crust is hollowed, a building space for building a house is formed, and a house body of a villa unit is built in the building space.
In S2, in order to prevent rainwater from entering a slope soil body under the bed course, fine aggregate concrete must be poured on the same day to perform joint repairing if the platform concrete bed course breaks.
In a preferred embodiment of the present invention, in S3, a close-mesh safety net and a foot stop are fully hung on an outer vertical surface of the scaffold.
In the preferred technical scheme of the invention, in S4, the vertical rods are not arranged at the bottom of the beam, and the vertical rods at two sides of the beam are connected with the small cross rods by double fasteners.
As a preferred technical scheme of the invention, in the step S5, the slope surface is constructed by the steps of excavating from top to bottom in layers, anchoring in layers and casting in layers and hanging a net for casting in time, so that the slope surface cannot be exposed to weather and instability or be subjected to rain for a long time.
In a preferred embodiment of the present invention, in S6, the drain hole is provided to be inclined downward.
(III) advantageous effects
Compared with the prior art, the invention provides a method for building a hillside type villa, which has the following beneficial effects: through the design, the technical scheme has no limitation of the traditional construction technology, has pertinence and instantaneity compared with the prior technology, is simple and effective in operation, has stronger social benefit, changes the singleness of the construction method for building the hillside villa in the prior art, successfully completes the construction task, prevents safety accidents and creates certain economic benefit; the method can be popularized and applied to all hillside residential buildings, office buildings, villas and other buildings, or other engineering projects such as municipal engineering, hydraulic engineering and the like needing to set up a formwork system on hillsides and side slopes; the construction technology applied to the hillside villa in practice can not only effectively realize formwork support, but also ensure the construction safety, have good benefit on the safety of the whole social engineering world, can improve the construction safety guarantee in a large area, and reduce the meaningless personal and property loss of enterprises, thereby having positive social benefit for the whole society.
Drawings
FIG. 1 is a construction effect diagram of a hill type villa construction method provided by the invention;
fig. 2 is a construction flow chart of the method for building the hillside villa provided by the invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
The first embodiment is as follows:
a method for building a hillside villa comprises the following steps:
s1, making a scheme: firstly, measuring the site terrain, and formulating a scheme by combining related data;
s2, setting up a platform: an operation platform is erected by a steel pipe scaffold so as to facilitate manual hole digging pile operation, platforms with proper number are leveled by a digging machine along the longitudinal direction of a hillside, an 8 cm-thick C20 concrete cushion is poured on an upper layer platform, an 8 cm-thick C25 concrete C12@200 single-layer reinforcing bar is poured on a lower layer platform, a floor full-hall scaffold is erected and a holding column reinforcing frame body is adopted when the platform is used for garden floor pouring and other operations, and fine stone concrete is poured on the same day for gap filling if the platform concrete cushion has a fracture phenomenon in order to prevent rainwater from entering a hillside soil body below the cushion;
s3, erecting a rack body: the frame body is pulled and connected with a structure in a column-embracing mode, the specification of the steel pipe is phi 48 multiplied by 3.5, a top screw rod extends out of the steel pipe by 200mm, the free end of each vertical rod is 400mm, the longitudinal and transverse spacing between vertical rods under beams is 1000mm, the step pitch is 1500mm, the longitudinal and transverse spacing between vertical rods under plates is 1000mm, the step pitch is 1500mm, vertical cross braces are continuously arranged from bottom to top along the periphery and inside of the frame body at intervals of 5m vertical rods longitudinally and transversely, the included angle between each cross brace rod and the ground surface is 45 degrees, continuous horizontal cross braces are arranged at the top and in the middle of the frame body, and a dense mesh type safety net and a foot baffle plate are fully hung on the outer vertical surface of the scaffold;
s4, erecting a vertical rod below the beam: the sizes of the lifting foot layer beams are 200 multiplied by 500,200 multiplied by 700 and 200 multiplied by 800, and the cross-sectional areas are all 0.2m2The vertical rods are not arranged at the beam bottom, and the vertical rods at the two sides of the beam are connected with the small cross rods by adopting double fasteners;
s5, reinforcing mesh concrete slope protection: covering the slope surface with a phi 6@300 multiplied by 300 steel bar mesh, fixing a mesh sheet by using a C16@1500 steel bar head soil nail with the penetration depth of 500mm, pouring C20 concrete with the thickness of 60mm to protect the slope, bending the part, exposed out of the soil surface, of the C16 steel bar head by 90 degrees to press the steel bar mesh sheet, wherein the bending length is 10d equal to 160mm, constructing according to the structure of top-down, layered excavation, layered anchoring and layered pouring, and timely hanging the mesh for pouring, so that the slope surface cannot be exposed to weathering and destabilizing or be subjected to rain for a long time;
s6, arranging drain holes on the slope protection surface: a PVC drain pipe of DN110 is used, the length of each single pipe is 100mm, the interval is 2000mm, the drain pipe is arranged in a quincunx shape, and the drain hole is arranged downwards in an inclined way so as to be beneficial to draining;
s7, building villas: lifting the original ground crust on the original sloping field, wherein the thickness of the lifted ground crust soil layer is 200mm, then hollowing the lower surface of the lifted ground crust to form a building space for building a house, and building a house body of a villa unit in the building space.
Example two:
a method for building a hillside villa comprises the following steps:
s1, making a scheme: firstly, measuring the site terrain, and formulating a scheme by combining related data;
s2, setting up a platform: an operation platform is erected by a steel pipe scaffold so as to facilitate manual hole digging pile operation, platforms with proper number are leveled by a digging machine along the longitudinal direction of a hillside, a C20 concrete cushion layer with the thickness of 10cm is poured on an upper layer platform, a C25 concrete C12@200 single-layer reinforcing bar with the thickness of 10cm is poured on a lower layer platform, a floor full-hall scaffold is erected and a holding column reinforcing frame body is adopted when the platform is used for garden floor pouring and other operations, and fine stone concrete is poured on the same day for gap filling if the platform concrete cushion layer has a fracture phenomenon in order to prevent rainwater from entering a hillside soil body below the cushion layer;
s3, erecting a rack body: the frame body is pulled and connected with a structure in a column-embracing mode, the specification of the steel pipe is phi 48 multiplied by 3.5, a top screw rod extends out of the steel pipe by 250mm, the free end of each vertical rod is 450mm, the longitudinal and transverse spacing between vertical rods under beams is 1000mm, the step pitch is 1500mm, the longitudinal and transverse spacing between vertical rods under plates is 1000mm, the step pitch is 1500mm, vertical cross braces are continuously arranged from bottom to top along the periphery and inside of the frame body at intervals of 5m vertical rods longitudinally and transversely, the included angle between each cross brace rod and the ground surface is 48 degrees, continuous horizontal cross braces are arranged at the top and in the middle, and a dense mesh type safety net and a foot baffle plate are fully hung on the outer vertical surface of the scaffold;
s4, erecting a vertical rod below the beam: the sizes of the lifting foot layer beams are 200 multiplied by 500,200 multiplied by 700 and 200 multiplied by 800, and the cross-sectional areas are all 0.25m2The vertical rods are not arranged at the beam bottom, and the vertical rods at the two sides of the beam are connected with the small cross rods by adopting double fasteners;
s5, reinforcing mesh concrete slope protection: covering the slope surface with a phi 6@300 multiplied by 300 steel bar mesh, fixing a mesh sheet by using a C16@1500 steel bar head soil nail with the penetration depth of 500mm, pouring C20 concrete with the thickness of 60mm to protect the slope, bending the part, exposed out of the soil surface, of the C16 steel bar head by 90 degrees to press the steel bar mesh sheet, wherein the bending length is 10d equal to 160mm, constructing according to the structure of top-down, layered excavation, layered anchoring and layered pouring, and timely hanging the mesh for pouring, so that the slope surface cannot be exposed to weathering and destabilizing or be subjected to rain for a long time;
s6, arranging drain holes on the slope protection surface: a PVC drain pipe of DN110 is used, the length of each single pipe is 100mm, the interval is 2000mm, the drain pipe is arranged in a quincunx shape, and the drain hole is arranged downwards in an inclined way so as to be beneficial to draining;
s7, building villas: the original ground crust on the original sloping field is lifted, the thickness of the soil layer of the lifted ground crust is 300mm, then the lower surface of the lifted ground crust is hollowed out, a building space for building a house is formed, and a house body of a villa unit is built in the building space.
Example three:
a method for building a hillside villa comprises the following steps:
s1, making a scheme: firstly, measuring the site terrain, and formulating a scheme by combining related data;
s2, setting up a platform: an operation platform is erected by a steel pipe scaffold so as to facilitate manual hole digging pile operation, platforms with proper number are leveled by a digging machine along the longitudinal direction of a hillside, a C20 concrete cushion layer with the thickness of 12cm is poured on an upper layer platform, a C25 concrete C12@200 single-layer reinforcing bar with the thickness of 12cm is poured on a lower layer platform, a floor full-hall scaffold is erected and a holding column reinforcing frame body is adopted when the platform is used for garden floor pouring and other operations, and fine stone concrete is poured on the same day for gap filling if the platform concrete cushion layer has a fracture phenomenon in order to prevent rainwater from entering a hillside soil body below the cushion layer;
s3, erecting a rack body: the frame body is pulled and connected with a structure in a column-embracing mode, the specification of the steel pipe is phi 48 multiplied by 3.5, a top screw rod extends out of the steel pipe by 300mm, the free end of each vertical rod is 500mm, the longitudinal and transverse spacing between vertical rods under beams is 1000mm, the step pitch is 1500mm, the longitudinal and transverse spacing between vertical rods under plates is 1000mm, the step pitch is 1500mm, vertical cross braces are continuously arranged from bottom to top along the periphery and inside of the frame body at intervals of 5m vertical rods longitudinally and transversely, the included angle between each cross brace rod and the ground surface is 60 degrees, continuous horizontal cross braces are arranged at the top and in the middle of the frame body, and a dense mesh type safety net and a foot baffle plate are fully hung on the outer vertical surface of the scaffold;
s4, erecting a vertical rod below the beam: the sizes of the lifting foot layer beams are 200 multiplied by 500,200 multiplied by 700 and 200 multiplied by 800, and the cross section area is 0.28m2The vertical rods are not arranged at the beam bottom, and the vertical rods at the two sides of the beam are connected with the small cross rods by adopting double fasteners;
s5, reinforcing mesh concrete slope protection: covering the slope surface with a phi 6@300 multiplied by 300 steel bar mesh, fixing a mesh sheet by using a C16@1500 steel bar head soil nail with the penetration depth of 500mm, pouring C20 concrete with the thickness of 60mm to protect the slope, bending the part, exposed out of the soil surface, of the C16 steel bar head by 90 degrees to press the steel bar mesh sheet, wherein the bending length is 10d equal to 160mm, constructing according to the structure of top-down, layered excavation, layered anchoring and layered pouring, and timely hanging the mesh for pouring, so that the slope surface cannot be exposed to weathering and destabilizing or be subjected to rain for a long time;
s6, arranging drain holes on the slope protection surface: a PVC drain pipe of DN110 is used, the length of each single pipe is 100mm, the interval is 2000mm, the drain pipe is arranged in a quincunx shape, and the drain hole is arranged downwards in an inclined way so as to be beneficial to draining;
s7, building villas: lifting the original ground crust on the original sloping field, wherein the thickness of the soil layer of the lifted ground crust is 400mm, then hollowing the lower surface of the lifted ground crust to form a building space for building a house, and building a house body of a villa unit in the building space.
The principle and the beneficial effects of the invention are as follows: the method is characterized in that an operation platform is erected by a steel pipe scaffold so as to facilitate manual hole digging pile operation, hillsides are excavated by steps, earthwork is leveled, a concrete cushion is cast to provide a formwork supporting platform, sufficient slope protection measures are taken, a steel bar net and a concrete cushion of soil nails are cast to fix the earthwork on the slope, in order to save cost and reduce risks, high formwork is avoided or reduced as far as possible during the scheme, the elevation of the platform is designed according to common formwork, the construction progress can be improved by reducing the number of the high formwork, corresponding calculation is carried out on the high formwork which cannot be avoided, a reasonable beam plate supporting system and various safety measures are configured to ensure the safety of the high formwork, when the height difference of the hillsides is large in the longitudinal direction and the transverse direction, the formwork supporting platform is leveled by steps in the longitudinal direction and the transverse direction, a stabilizing frame is additionally arranged on the outer side of the outer frame, and when the outer frame is unstable enough on the slope, a stabilizing frame can be erected on the lower formwork supporting platform to stabilize the outer frame so as to resist overturning, the bearing platform is embedded with a wall connecting piece, is connected with the frame body to increase the stability, and is additionally provided with a frame body in the downward slope direction in a throwing and supporting mode and connected with the throwing and supporting mode to increase the overall stability; through the design, the technical scheme has no limitation of the traditional construction technology, has pertinence and instantaneity compared with the prior technology, is simple and effective in operation, has stronger social benefit, changes the singleness of the construction method for building the hillside villa in the prior art, successfully completes the construction task, prevents safety accidents and creates certain economic benefit; the method can be popularized and applied to all hillside residential buildings, office buildings, villas and other buildings, or other engineering projects such as municipal engineering, hydraulic engineering and the like needing to set up a formwork system on hillsides and side slopes; the construction technology applied to the hillside villa in practice can not only effectively realize formwork support, but also ensure the construction safety, have good benefit on the safety of the whole social engineering world, can improve the construction safety guarantee in a large area, and reduce the meaningless personal and property loss of enterprises, thereby having positive social benefit for the whole society.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (6)

1. A method for building a hillside villa is characterized by comprising the following steps:
s1, making a scheme: firstly, measuring the site terrain, and formulating a scheme by combining related data;
s2, setting up a platform: erecting an operation platform by using a steel pipe scaffold so as to facilitate manual hole digging pile operation, leveling platforms with proper number by using a digging machine longitudinally along a hillside, pouring a C20 concrete cushion layer with the thickness of 8-12cm on an upper layer platform, pouring C25 concrete C12@200 single-layer reinforcing bars with the thickness of 8-12cm on a lower layer platform, erecting a floor full-hall scaffold and adopting a embracing column to reinforce a frame body when the operation platform is used for garden floor pouring and the like;
s3, erecting a rack body: the frame body is pulled and connected with the structure in a column-embracing mode, the specification of the steel pipe is phi 48 multiplied by 3.5, the length of a screw rod at the top extends out of the steel pipe is less than or equal to 300mm, the free end of each upright rod is less than or equal to 500mm, the longitudinal and transverse spacing between upright rods under beams is 1000mm, the step pitch is 1500mm, the longitudinal and transverse spacing between upright rods under plates is 1000mm, the step pitch is 1500mm, vertical cross braces are continuously arranged from bottom to top along the periphery and inside of the frame body at intervals of 5m upright rods longitudinally and transversely, the included angle between each cross brace rod and the ground surface is 45-60 degrees, and continuous horizontal cross braces are arranged at the top and in the middle;
s4, erecting a vertical rod below the beam: the sizes of the lifting foot layer beams are 200 multiplied by 500,200 multiplied by 700 and 200 multiplied by 800, and the cross-sectional areas are all less than 0.3m2；
S5, reinforcing mesh concrete slope protection: covering the slope surface with a phi 6@300 multiplied by 300 steel bar mesh, fixing the mesh sheet by using C16@1500 steel bar head soil nails with the penetration depth of 500mm, pouring C20 concrete with the thickness of 60mm to protect the slope, bending the part of the C16 steel bar head exposed out of the soil surface by 90 degrees to press the steel bar mesh sheet, wherein the bending length is 10 d-160 mm;
s6, arranging drain holes on the slope protection surface: a PVC drain pipe of DN110 is used, and the single pipe is arranged in a quincuncial shape with the length of 100mm and the distance of 2000 mm;
s7, building villas: the original ground crust on the original sloping field is lifted, the thickness of the soil layer of the lifted ground crust is not less than 200mm, then the lower surface of the lifted ground crust is hollowed, a building space for building a house is formed, and a house body of a villa unit is built in the building space.
2. The method as claimed in claim 1, wherein in the step S2, in order to prevent rainwater from entering the soil of the hillside under the bedding, the concrete bedding of the platform is broken and then grouted with fine aggregate concrete.
3. The method for constructing a mountain villa as claimed in claim 1, wherein in the step S3, the outer vertical surface of the scaffold is fully hung with a fine mesh type safety net and a foot plate.
4. The method as claimed in claim 1, wherein in S4, the beam bottom is not provided with vertical rods, and the vertical rods at two sides of the beam are connected with the small cross rods by double fasteners.
5. The method as claimed in claim 1, wherein the step S5 is performed by excavating the slope from top to bottom in layers, anchoring the slope in layers, constructing the structure in layers, and hanging the mesh in time without causing the slope to be unstable due to long-term exposure to weather or rain.
6. The method of constructing a hill-type villa as recited in claim 1, wherein the drain hole is formed to be inclined downward in the S6.
CN201910939887.3A 2019-09-30 2019-09-30 Method for building hillside villa Expired - Fee Related CN110735536B (en)

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CN112982446B (en) * 2021-02-23 2022-07-01 中建八局轨道交通建设有限公司 Earth backfill construction method for hollow area of comprehensive pipe gallery conversion vertical derrick

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CN100451256C (en) * 2006-08-22 2009-01-14 于明江 Method for building steel structure environment friendly energy saving building along hill slope
CN100451255C (en) * 2006-08-22 2009-01-14 于明江 Method for building cement frame structure building along hill slope
CN103603511B (en) * 2013-11-25 2014-10-29 高原晨曦 Mountain villa and method for constructing same
CN104213565B (en) * 2014-09-18 2016-05-18 广西建工集团第五建筑工程有限责任公司 A kind of formwork system that is applicable to large-scale deep trouth hole sty bed course and formwork thereof water smashes construction method
CN109577683A (en) * 2018-11-15 2019-04-05 杭州江润科技有限公司 Wetland lookout terrace structure and construction method

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