CN-224213333-U - Geomembrane, geotextile and bamboo pile collaborative structure field bank

CN224213333UCN 224213333 UCN224213333 UCN 224213333UCN-224213333-U

Abstract

The utility model relates to a field ridge with a geomembrane, geotextile and bamboo pile cooperative structure, and belongs to the technical field of field ridge structures. The soil-filled field is characterized by comprising a raw soil field, wherein a filling field formed by filling and compacting is arranged on the raw soil field, a geomembrane is covered on the filling field, the geomembrane covers the outer side and the top of the filling field, and the filling field extends to the field surface for a certain distance. According to the utility model, the impermeable geomembrane is covered outside the filled ridge to form the isolation layer, so that rainwater and field ponding are effectively prevented and reduced from penetrating into the ridge, and the collapse resistance of the ridge is effectively improved.

Inventors

ZHENG HONGGANG
ZHAO XINGFENG
LI YANQIONG
HE JIAFENG
WANG CHUNFU

Assignees

云南农业大学
云南地质工程第二勘察院有限公司

Dates

Publication Date: 20260508
Application Date: 20250530

Claims (4)

1. Geomembrane, geotechnique's cloth, bamboo stake collaborative structure field bank, including former raw soil field bank (1), its characterized in that: the land fill is characterized in that a filling field (2) for filling, compacting and forming is arranged on the raw soil field (1), a geomembrane (3) is covered on the filling field (2), the geomembrane (3) covers the outer side and the top of the filling field (2), and extends a certain distance to the field.
2. The geomembrane, geotextile, bamboo pile co-structure sill according to claim 1, wherein: the distance of the geomembrane (3) extending to the field surface is 2m.
3. The geomembrane, geotextile, bamboo pile co-structure sill according to claim 1, wherein: the filling field ridge (2) comprises filling units (201), and the filling units (201) are stacked; The filling unit (201) comprises geotechnical cloth (2011) and soil materials (2012) wrapped in the geotechnical cloth (2011).
4. A geomembrane, geotextile, bamboo pile co-structure sill according to claim 3, characterized in that: The filling field ridge (2) further comprises a bamboo pile (4), and the bamboo pile (4) penetrates through the middle of the filling field ridge (2) and then is inserted into the original soil field ridge (1) after passing through the filling unit (201) arranged at the lower part of the filling field ridge (2).

Description

Geomembrane, geotextile and bamboo pile collaborative structure field bank Technical Field The utility model relates to the technical field of field ridge structures, in particular to a field ridge with a geomembrane, geotextile and bamboo pile cooperative structure. Background Land reclamation is one of the main measures to improve the cultivation quality and increase the cultivation quantity. In land reclamation, slope land is changed into terraced fields as the most commonly used technical means, under the condition that the topography gradient is the same, terraced fields ridge height and terraced fields Tian Miankuan degrees are in direct proportion, and wider terraced fields width is favorable to farmland cultivation and field mechanized operation, but under the condition that the topography gradient is certain, along with Tian Miankuan degrees increase, the ridge height also increases thereupon, and too high ridge can lead to the improvement of collapse risk. Especially, the high slope filling field ridge is built on the basis of softness, and the field ridge is easy to deform, unstably and collapse under the condition that rainwater and field ponding excessively permeate due to the softness of the foundation. Disclosure of utility model In order to solve or partially solve the problems in the related art, the utility model provides a field ridge with a geomembrane, geotextile and bamboo pile cooperative structure, which aims to reduce the risk of field ridge collapse. Foretell a geomembrane, geotechnique cloth, bamboo stake collaborative structure field bank, including former soil field bank, be equipped with the fill field bank of filling compaction shaping on the former soil field bank, fill field bank is last to be covered with the geomembrane, the geomembrane covers outside, the top of fill field bank, and extends a section distance to the field. In some aspects, the geomembrane extends a distance of 2m toward the field. In some aspects, the fill ridge includes fill cells, the fill cells being stacked; The filling unit comprises geotechnical cloth and soil materials wrapped in the geotechnical cloth. In some aspects, the fill-up ridge further comprises a bamboo pile inserted into the raw soil ridge from a middle portion of the fill-up ridge after passing through the filling unit located at a lower portion of the fill-up ridge. The technical scheme provided by the utility model can comprise the following beneficial effects: According to the application, the impermeable geomembrane is covered outside the filled ridge to form the isolation layer, so that rainwater and field ponding are effectively prevented and reduced from penetrating into the ridge, and the collapse resistance of the ridge is effectively improved. It is to be understood that both the foregoing general description and the following detailed description are exemplary and explanatory only and are not restrictive of the utility model as claimed. Drawings The foregoing and other objects, features and advantages of the utility model will be apparent from the following more particular descriptions of exemplary embodiments of the utility model as illustrated in the accompanying drawings wherein like reference numbers generally represent like parts throughout the exemplary embodiments of the utility model. Fig. 1 is a schematic view of a field ridge according to an embodiment of the present utility model; FIG. 2 is a schematic view of another structure of a ridge according to an embodiment of the present utility model; reference numerals: 1. Raw soil field, 2, filling field, 201, filling unit, 2011, geotechnical cloth, 2012, soil material, 3, geomembrane, 4, bamboo pile. Detailed Description The utility model is described in further detail below with reference to the drawings and the specific embodiments, but the scope of the utility model is not limited to the description. As shown in fig. 1, the application provides a geomembrane, geotextile and bamboo pile cooperative structure field, which comprises a raw soil field 1, wherein the raw soil field 1 refers to a raw soil layer with a compact structure. The land field ridge 1 is provided with a filling field ridge 2 which is filled, compacted and formed, the filling field ridge 2 is covered with a geomembrane 3, and the geomembrane 3 covers the outer side and the top of the filling field ridge 2 and extends a distance to the field surface. According to the application, the impermeable geomembrane 3 is covered outside the filled ridge 2 to form the isolation layer, so that rainwater and field ponding can be effectively prevented and reduced from penetrating into the ridge, and the collapse resistance of the ridge is effectively improved. In this embodiment, the distance that geomembrane 3 extends to the field is 2m, effectively ensures that field ponding can not too much infiltration field ridge to the anti collapse ability of field ridge has been improved. In some embodiments, as shown in