CN111347819B

CN111347819B - A construction method for large-scale landscape rockery

Info

Publication number: CN111347819B
Application number: CN202010339309.9A
Authority: CN
Inventors: 潘金龙; 殷树芳; 楼耀威
Original assignee: Geotechnical Technology Co ltd
Current assignee: Geotechnical Technology Co ltd
Priority date: 2020-04-26
Filing date: 2020-04-26
Publication date: 2022-02-18
Anticipated expiration: 2040-04-26
Also published as: CN111347819A

Abstract

The invention relates to a large-scale landscape rockery construction method, which solves the problems that the large-scale "plastic stone" rockery produced by modern construction technology is tall and steep, and the internal structure is not stable enough. The construction method includes the following steps: a. setting a positioning column, and the bottom of the positioning column is driven into the ground as a central pile foundation; b. driving a number of circumferential pile foundations on the ground around the positioning column; c. Pull cable wind ropes between the surrounding pile foundations; d. Make the first layer of block stones at the bottom, set filling soil and construction waste to be compacted as internal fillers, and then pour concrete; e. Repeat step d to make block stones layer by layer. , until the top of the knot; f, carry out external decorative plastering. The invention utilizes the stability of the pile foundation and the toughness of the cable wind rope to form a stable support for the large-scale landscape rockery; the urban construction waste is used as the internal filling material of the rockery, which has good economic and environmental benefits, and meets the development needs of the construction industry. .

Description

Large-scale landscape rockery construction method

Technical Field

The invention belongs to the field of landscape buildings, relates to a rockery construction process, and particularly relates to a large-scale landscape rockery construction method.

Background

Rockery is a mountain constructed with materials such as soil and stone for landscaping in a garden. The conventional rockery mainly exists in garden buildings, and the main technique is a stone stacking technique, and the rockery is a modeling technique with some basic forms and operations of the mutual combination between the rockery and the rockery in the stacking process. The rockery can be divided into earth rockery, rockery and alternate rockery (earth is often called earth rockery stone wearing and stone is often called stone rockery wearing earth) according to the materials, and can be divided into mountain building (plate earth rockery), mountain piling up (pile up and synthesize mountain using mountain stone), mountain drilling (dig up natural rock and form mountain) and mountain moulding (the tradition is made of lime mortar, the modern is made of cement, brick, steel wire mesh and the like, the rockery is called plastic stone rockery in industry for short). The classical rockery is limited to stone materials, construction technical conditions and the like, and has certain limitation on the creation of landscapes, but the development of modern construction technology and artificial stone materials gradually makes it possible to create changeable and rich mountain and stone landscapes. Especially for the creation of large-scale and large-volume stone mountains, the inspiration of creation can be absorbed from the natural landform morphological characteristics and combination characteristics. The material is cement, mortar, concrete, glass fiber reinforced plastic, organic resin and GRC. However, the above method still has a major disadvantage, and the rockery formed by the method is necessarily tall and steep due to the creation of a large-scale and large-volume stone mountain, and the internal structure is not stable enough, so that a construction structure capable of playing the roles of resisting pulling and connecting the rock blocks in the large-scale stone mountain needs to be invented.

Disclosure of Invention

The invention aims to solve the problems that a large plastic stone rockery manufactured by modern construction technology is tall and steep and has an unstable internal structure, and provides a large landscape rockery construction method.

The technical scheme adopted by the invention for solving the technical problems is as follows: a construction method of a large landscape rockery is characterized by comprising the following steps: the method comprises the following steps:

step a, a positioning column is driven into the ground in the middle of a designed position of the rockery, and the bottom of the positioning column is driven into the ground to form a center pile foundation;

b, driving a plurality of surrounding pile foundations around the positioning column on the ground;

c, pulling a guy rope between the positioning column and each surrounding pile foundation, wherein the guy rope is provided with one or more layers, the inner ends of the guy ropes of different layers are connected with the positioning column at different heights, and the guy rope at the uppermost layer is connected with the top end of the positioning column and each surrounding pile foundation;

d, manufacturing a first layer of block stone at the bottom, firstly arranging a circle of surrounding type antirust geonet, arranging filling soil and construction waste in the antirust geonet to be compacted to serve as internal fillers, crosswise pulling through inhaul cables at the tops of the filling soil and the construction waste, then pouring concrete, and fully wrapping the outer side of the antirust geonet and the top surface of the internal fillers in the antirust geonet through the concrete pouring;

e, repeating the step d to upwards manufacture the block stones layer by layer until the top is formed;

and f, carrying out external decoration and plastering.

In the scheme, the internal structure of the large landscape rockery supports the large landscape rockery by utilizing the stability of the pile foundation and matching the toughness of the cable wind rope. The steel pipe reference column can wholly prevent toppling, and the connection of lower floor's piece stone is more firm in cable rope wind rope messenger to pull fixedly the steel pipe reference column. The construction scheme takes the positioning columns as the ribs, the cable wind ropes as the ribs and the anti-rust geonets as the membranes, and forms sufficient stable support for the internal support structure of the landscape rockery. Meanwhile, the scheme uses the urban construction waste as filler inside the rockery, so that the cost of the construction materials of the rockery is reduced, the cost of cleaning the construction waste is reduced, the waste discharge of construction engineering is reduced, good economic benefit and environmental protection benefit are achieved, and the development requirement of the construction industry is met.

Preferably, the positioning column in the step a is a steel pipe column.

Preferably, the foundation of the circumferential piles in the step b is a steel pipe.

Preferably, the guy cable in step c is a steel cable.

Preferably, the construction waste in the step d is bricks, tiles, stones or concrete blocks, and the filling soil is filled in gaps of the construction waste.

Preferably, the top surface of each layer of rock block in the steps d and e is poured by concrete.

Preferably, the rust-proof geonet of the first layer of rock blocks in the step d is wound on the outer side of each circumferential pile foundation.

Preferably, the anti-rust geonet of each rock block in step e is wrapped outside the cable rope.

The invention utilizes the stability of the pile foundation and the toughness of the cable wind rope to form stable support for the large landscape rockery; the invention uses the urban construction waste as the filler inside the rockery, thereby not only reducing the construction material cost of the rockery, but also reducing the construction waste clearing cost, reducing the waste discharge of the construction engineering, playing a good role in economic benefit and environmental protection benefit and meeting the development requirement of the construction industry.

Drawings

The invention will be further described with reference to the accompanying drawings.

FIG. 1 is a schematic view of an interior supporting structure of an artificial hill with a positioning post and a guy rope according to the present invention.

Fig. 2 is a top view of the structure of fig. 1 of the present invention.

FIG. 3 is a schematic view of a first layer of stone block construction according to the present invention.

In the figure: 1. the device comprises a positioning column, 2, a central pile foundation, 3, a guy rope, 4, a surrounding pile foundation, 5, an antirust geonet, 6, a cross-over inhaul cable, 7 and internal fillers.

Detailed Description

The invention is further illustrated by the following specific examples in conjunction with the accompanying drawings.

Example (b): a large-scale landscape rockery construction method, the internal supporting structure is shown as figure 1-3, the middle part of the rockery is provided with a positioning column 1 made of steel pipe, the bottom end of the positioning column is driven into the ground to be used as a center pile foundation 2, and the depth of the center pile foundation 2 is 0.2-1 times of the height above the ground of the positioning column 1. Three surrounding pile foundations 4 which are driven into the ground are uniformly arranged on the circumference of the positioning column, and the surrounding pile foundations are also made of steel pipes. Two layers of guy cables 3 are arranged between the positioning columns 1 and the surrounding pile foundations 4, and the guy cables are made of steel cables. The inner end of the upper layer of the guy rope 3 is drawn at the top end of the positioning column 1, and the outer end is fixed on the surrounding pile foundation 4; the inner end of the lower layer of cable wind rope is drawn at the 1/2 height of the positioning column 1, and the outer end is fixed on the surrounding pile foundation 4. The rockery is piled up through the piece stone of range upon range of from the bottom up and forms, and the shaping is made in proper order to the piece stone from the bottom up, and each layer of piece stone sets up the rust-resistant geotechnological net 5 of surrounding type, and the rust-resistant geotechnological net of every layer of piece stone all wraps up in the outside of guy rope 2. The interior of the antirust geonet 5 is filled with soil and internal fillers 7 compacted by construction waste, and the top surface of the internal fillers is provided with six opposite-penetrating inhaul cables 6 with crossed centers. And a concrete layer is poured around the outer side of the antirust geonet 5 and above the internal filler 7. The building rubbish in the internal filler 7 is bricks, tiles, stones and concrete blocks, and the gaps of the building rubbish are filled with the filler soil.

The construction process of the embodiment comprises the following steps:

and f, carrying out external decoration and plastering.

Claims

1. a large-scale landscape rockery construction method is characterized in that: comprise the following steps:

Step a, driving a positioning column into the ground in the middle of the rockery design position, and driving the bottom of the positioning column into the ground to form a central pile foundation;

Step b, driving a number of circumferential pile foundations around the positioning column on the ground;

Step c. Pull cable wind ropes between the positioning column and each circumferential pile foundation. One or more layers of cable wind ropes are arranged. The inner ends of the cable wind ropes of different layers are connected at different heights from the positioning column. The top of the locating column is connected with the surrounding pile foundation by ropes;

Step d, to make the first layer of block stones at the bottom, first set up a circle of anti-rust geonet, set filling soil and construction waste compaction inside the anti-rust geonet as internal filling, and cross the top of the filling soil and construction waste to pull Set up opposite cables, then pour concrete, and the concrete pouring fully surrounds the top surface of the outer side of the anti-rust geonet and the inner filling of the anti-rust geo-net; the outer side;

Step e, repeat step d to make block stone layer by layer, until the top of the knot; the anti-rust geonet of each layer of block stone is wrapped around the outside of the cable wind rope;

Step f, carry out external decorative plastering.

2 . The construction method of a large-scale landscape rockery according to claim 1 , wherein the positioning column in step a is a steel pipe column. 3 .

3 . The construction method of a large-scale landscape rockery according to claim 1 , wherein: in step b, the circumferential pile foundation is a steel pipe. 4 .

4. The construction method of a large-scale landscape rockery according to claim 1, wherein the cable wind rope in step c is a steel cable.

5 . The construction method of a large-scale landscape rockery according to claim 1 , wherein the construction waste in step d is bricks, tiles, stones, and concrete blocks, and the filling soil fills the gaps of the construction waste. 6 .

6. A kind of large-scale landscape rockery construction method according to claim 1, is characterized in that: in steps d, e, the top surface of each layer of block stone is concrete pouring.