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WO2023035644A1 - Route à haute résistance pour système de régulation des ressources en eau face au changement climatique - Google Patents

Route à haute résistance pour système de régulation des ressources en eau face au changement climatique Download PDF

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Publication number
WO2023035644A1
WO2023035644A1 PCT/CN2022/091725 CN2022091725W WO2023035644A1 WO 2023035644 A1 WO2023035644 A1 WO 2023035644A1 CN 2022091725 W CN2022091725 W CN 2022091725W WO 2023035644 A1 WO2023035644 A1 WO 2023035644A1
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WO
WIPO (PCT)
Prior art keywords
structural
road
formwork
water
drainage
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Ceased
Application number
PCT/CN2022/091725
Other languages
English (en)
Chinese (zh)
Inventor
陈瑞文
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority to JP2024514598A priority Critical patent/JP7748139B2/ja
Priority to CA3231137A priority patent/CA3231137A1/fr
Priority to US18/571,729 priority patent/US20240279881A1/en
Priority to EP22866122.9A priority patent/EP4400665A4/fr
Priority to PE2024000395A priority patent/PE20241006A1/es
Priority to AU2022344215A priority patent/AU2022344215B2/en
Priority to MA64617A priority patent/MA64617A1/fr
Priority to GB2400963.1A priority patent/GB2623677A/en
Priority to CR20240121A priority patent/CR20240121A/es
Priority to CU2024000009A priority patent/CU20240009A7/es
Priority to IL311273A priority patent/IL311273A/en
Priority to KR1020247006421A priority patent/KR20240036098A/ko
Application filed by Individual filed Critical Individual
Priority to MX2024002950A priority patent/MX2024002950A/es
Publication of WO2023035644A1 publication Critical patent/WO2023035644A1/fr
Priority to ZA2024/01878A priority patent/ZA202401878B/en
Priority to CONC2024/0002754A priority patent/CO2024002754A2/es
Priority to DO2024000043A priority patent/DOP2024000043A/es
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224—Surface drainage of streets
    • E01C11/225—Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C3/00—Foundations for pavings
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C3/00—Foundations for pavings
    • E01C3/006—Foundations for pavings made of prefabricated single units
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C3/00—Foundations for pavings
    • E01C3/04—Foundations produced by soil stabilisation
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C3/00—Foundations for pavings
    • E01C3/06—Methods or arrangements for protecting foundations from destructive influences of moisture, frost or vibration
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
    • E03B3/00—Methods or installations for obtaining or collecting drinking water or tap water
    • E03B3/02—Methods or installations for obtaining or collecting drinking water or tap water from rain-water
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
    • E03F1/002—Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells
    • E03F1/005—Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells via box-shaped elements
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F3/00—Sewer pipe-line systems
    • E03F3/04—Pipes or fittings specially adapted to sewers
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C2201/00—Paving elements
    • E01C2201/20—Drainage details

Definitions

  • the invention relates to a high-strength road for a water resource adjustment system in response to climate change, especially a system with a high-strength structural space constructed underground, and various types of road pavement or permeable pavement or pavements constructed above the structural space. Water-permeable materials are added to provide a high-strength and high-load road surface that can withstand the heavy pressure of vehicles.
  • the traditional permeable pavement needs to prevent rainwater from infiltrating the roadbed and subgrade. It cannot allow rainwater to infiltrate the subgrade. Therefore, drainage facilities must be installed to drain rainwater through drainage ditches. It is a pity that precious water resources cannot be retained. Therefore, designing a new form of road with water permeability and underground structures with high-strength water storage space can be used as a water conservation effect.
  • a series connection between the ground and the ground is designed to be more resistant to heavy pressure, and can withstand tens of tons or more.
  • the main motivation of the present invention is the high-load road repeatedly rolled by 100-ton vehicles, and the system formwork space where the above-ground and underground structural spaces are built together to create a water storage and drainage system.
  • the main purpose of the present invention is to provide a high-strength road for a water resource adjustment system in response to climate change, which is equipped with a hollow unit body that is combined into an underground structure space through concrete grout pouring and solidification, and a permeable pavement or ordinary cement or asphalt is laid above the space Made of asphalt, the underground structure space can be buried under the ground for water storage and drainage. It becomes an artificial road subgrade.
  • the underground reservoir has both the functions of rivers and drainage ditches. , in response to the heavy pressure of vehicles passing by and the erosion of heavy rain on the ground, and the chance of preventing floods and droughts from happening.
  • the high-load, high-strength underground structure space is mainly equipped with reinforced concrete support columns formed in the system formwork to enhance the strength of the road under high load and heavy pressure, and to avoid damage to the road caused by heavy vehicles.
  • Another object of the present invention is to provide a high-strength road with a water resource adjustment system in response to climate change, which can be applied to roads, airports, parks, squares and parking lots, and can withstand heavy pressure and withstand tens of tons or A high-load pavement repeatedly rolled by a 100-ton vehicle, and a system template space water storage and drainage system that can also build a structural space above and below the ground.
  • the high-strength road of the climate change water resource adjustment system designed by the present invention is formed by setting a hollow unit structure formwork through concrete grout pouring and solidification to form an underground structure space, and then laying a pavement above the underground structure space , the hollow unit body is formed by combining at least one structural formwork and a plurality of side plates; the upper surface of the structural formwork is provided with a plate, and a through hole and at least one through pipe are arranged on the plate, and the structural formwork and the side plates are combined and laid Afterwards, concrete slurry is poured into the structural formwork pipe, and after solidification, an underground structural space with high supporting strength and a water resource adjustment road with storage and drainage systems are formed.
  • the hollow unit body is constructed by combining two upper and lower structural templates and four side panels.
  • the upper and lower structural templates have plates on the upper surface and through holes on the plates. And at least one through pipe, the upper and lower structural formworks are provided with corresponding tenons and mortises around the plates, so that the upper and lower structural formworks of two adjacent units can be spliced together with tenons;
  • the side plate is provided with a through hole, and a buckle structure is provided at the side edge, so that the side plate can be quickly buckled on the outside of the upper and lower structural templates, so as to be built into a hollow body; Concrete grouting, when the two upper and lower structural formworks are combined, the upper and lower side pipes will be combined into a hollow formwork grouting pipe, and concrete grout will be poured into the hollow grouting pipe to form an underground structural space system with high supporting strength .
  • the hollow unit body is covered with non-woven fabric for backfilling with soil or concrete grout.
  • the effective gain of the present invention lies in that when a large amount of rain falls on the road surface, the rainwater can be collected through various permeable pavements or permeable pipes and introduced into the ground, and then further stored in the construction space of the high-strength structural formwork buried under the ground, which can not only effectively prevent the surface
  • the opportunity for floods can also be used to replenish groundwater resources and store and recycle rainwater for subsequent reuse.
  • Fig. 1 is a schematic cross-sectional view of the high-strength road of the present invention.
  • Fig. 2 is an enlarged schematic diagram of a local structure of the present invention.
  • Fig. 3 is an exploded schematic diagram of the structure of the hollow unit body of the present invention.
  • Fig. 4 is a three-dimensional appearance view of Fig. 3 assembled in the present invention.
  • Fig. 4 a is the enlarged schematic diagram of the partial structure of Fig. 4 of the present invention.
  • Fig. 5 is a schematic diagram of overlapping extension of structural templates of the present invention.
  • Fig. 5 a is the enlarged schematic diagram of the partial structure of Fig. 5 of the present invention.
  • Fig. 6 is a schematic diagram of laying non-woven fabrics on the upper side before the grouting operation in the duct of the present invention.
  • Fig. 7 is a schematic diagram of the structure formwork of the present invention with a hollow pipe column beside the through pipe.
  • Fig. 8 is a schematic diagram of combining the present invention with a permeable asphalt pavement.
  • Fig. 9 is a schematic diagram of a high-strength road structure completed by pouring concrete slurry into the through pipe of the present invention.
  • Fig. 10 is a schematic diagram of drainage in an underground space according to the present invention.
  • Fig. 11 is a schematic diagram of the present invention, where the hollow unit bodies are stacked up and down and the through pipes are connected in series to prepare for pouring concrete grout.
  • Fig. 12 is an exploded schematic diagram of the structure of the upper hollow unit body of the present invention.
  • Fig. 13 is a schematic diagram of the lining side plate under the hollow unit structure formwork of the present invention.
  • the present invention is provided with a hollow unit body 30a which is poured and solidified with concrete grout to form an underground structural space 30, and a permeable pavement 10 is laid on the structural space.
  • a permeable pavement 10 is a permeable pavement structure designed by the inventor of this case in the early years with permeable pipes 10a or permeable holes formed by drilling holes, which can quickly guide ground rainwater and store it in the high-supporting underground structure space storage and drainage system of this case. middle.
  • the gravel gradation 20 is laid under the permeable pavement 10, which can quickly receive the rainwater infiltrated from the road surface through the permeable pavement 10, and enter the underground space 30 system equipment to prevent waterlogging.
  • the hollow unit body 30a of the present invention is formed by combining a structural template 31 and a plurality of side plates 32; the upper surface of the structural template 31 is provided with a plate 312, and a through hole is provided on the plate 312 311 and at least one through pipe 33, the plate 312 is provided with a recessed part 313, the structural formwork 31 and the side plate 32 are combined into a hollow unit body, after laying on the roadbed, pour concrete slurry into the through pipe 33, and form a high support structure after solidification Strong underground structural space system.
  • a plurality of corresponding tenons 317 and tenon grooves 318 are provided around the plates 312 of the structural formwork 31, so that the structural formwork 31 of two adjacent hollow units can be tenoned together. spliced together.
  • the side plate 32 is provided with a through hole 321 to provide the side of the hollow unit body 30a to enter the water, and at the same time, the position of the side edge of the buckle groove 319 is provided corresponding to the structural template 31, so as to be provided with a buckle structure, this figure
  • the buckle structure is designed as a hook 322, which can quickly buckle the side plate 32 on the outside of the structural formwork 31 of each unit body 30a, so as to form a hollow body structure.
  • the structure of the structural template 31 is not only provided with a through pipe 33 in the center, but also provided with four hollow pipe columns 314 around the periphery of the through pipe 33 .
  • the through pipe 33 or the hollow pipe column 314 is preferably designed to have a tapered inner wall.
  • the end of each hollow pipe column 314 of the structural template 31 is lined with a side plate 32, so that when facing an uneven bottom surface or When the bottom surface is easy to sag, it will need to be paved, as shown in Figure 13, after the joints are embedded and fixed, the side panels 32 will be provided with lap joints on the sides.
  • a through pipe 33 is provided on the structural formwork 31 to become a hollow formwork grouting pipeline, and under the through pipe 33 or the hollow pipe column 314, the optional Lay sand layer 21 as the case may be, and under sand layer 21 also will select to make base with concrete layer 22 as required, and the through pipe 33 of this hollow grouting pipeline wherein selects and also can cast reinforcing bar 34 as required, as Fig.
  • the interior of the hollow water storage unit 30a can be pre-pierced with a pipe 35 to facilitate the threading and arrangement of related water supply, drainage, electric wires, telephone lines, cable TV fiber optic cables and other pipelines.
  • a hollow unit body 30a is formed by pouring and solidifying concrete grout to form an underground space 30, and then laying a permeable pavement 10 or common cement or asphalt above the water storage space.
  • the pavement 10 adopts the permeable pavement pavement paved with permeable asphalt, and the rainwater is except through the permeable pavement to infiltrate and get rid of accumulated water, so that the rainwater can be collected so that it can be extracted and reused by the pumping equipment 37, as shown in Figure 1 .
  • the drainage function described in the structural space under the road surface of the present invention is planned according to the drainage demand or on any side close to the river channel, and an overflow hole 36 is provided to communicate between the underground space 30 of the present invention and the river channel, through the infiltration of the road surface When the height of the rainwater reaches the overflow hole 36, it is directly discharged, which becomes the same function as the drainage ditch under the road surface.
  • the hollow unit structural formwork of this case is stacked up and down, so that the structural formwork 31 of the hollow unit body 30a
  • the through pipes 33 are connected in series to form a formwork channel for pouring concrete slurry.
  • the concrete solidifies into a concrete support column, and the system formwork is still kept outside to protect the concrete support column from being eroded by water, and also to protect the concrete from oxidation and aging, becoming a deeper and larger concrete support column.
  • the space below the road is a high-intensity groundwater resource adjustment structure space.
  • the hollow unit body 30a under different embodiments of the present invention is changed to be composed of 2 structural templates, including an upper structural template 31a and a lower structural template 31b combined with 4 side plates 32; when combined, make Two of the upper structural formwork 31a and the lower structural formwork 31b with the same structure are symmetrically stacked up and down, and the four side plates 32 are fastened to the surrounding edges of the upper structural formwork 31a and the lower structural formwork 31b to form a structure. Hollow body with space.
  • the design of the present invention has a high-load, high-strength pressure-resistant space under the road surface, and at the same time provides a water storage and drainage system, thereby achieving a large-area water storage and drainage effect in a relatively short period of time, and has the effect of preventing regional flooding and drought.
  • the opportunity also provides rainwater to slowly infiltrate into the underground soil layer to replenish groundwater resources. In this way, it can effectively and quickly drain the ground in a short period of time, recycle rainwater and replenish groundwater.
  • the present invention has the following practical advantages:
  • the underground structural space composed of a structural template form not only has high void ratio and high support, but also has multiple characteristics such as light texture, small size and high reusability, which can make construction more convenient and fast , reduce the construction period, reduce costs, and also have environmental protection effects.
  • the high-strength road of the water resource adjustment system in response to climate change in the present invention is used to construct an underground storage and drainage structural space that has both underground space and high-strength supporting water resource adjustment and utilization benefits, and has industrial advantages.

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  • Engineering & Computer Science (AREA)
  • Hydrology & Water Resources (AREA)
  • Water Supply & Treatment (AREA)
  • Public Health (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
  • Road Paving Structures (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Sewage (AREA)

Abstract

L'invention concerne une route à haute résistance pour un système de régulation des ressources en eau en réponse au changement climatique. Un espace structural souterrain est formé par un coffrage de système structural, qui est pourvu d'un corps unitaire creux, la route à haute résistance est formée par pavage d'une route ou d'une chaussée sur l'espace structural souterrain au moyen d'une injection et d'une solidification de coulis de béton; le corps unitaire creux est au moins pourvu d'un coffrage structural et est formé au moyen de la combinaison d'une pluralité de plaques latérales; une surface supérieure du coffrage est pourvue d'une plaque, et la plaque est pourvue d'un trou traversant et d'au moins un tuyau traversant; et après combinaison et pavage du coffrage du système structural et des plaques latérales, une injection de coulis est réalisée qui se solidifie pour former l'espace structural souterrain avec une grande résistance de support. De cette manière, une infrastructure de système de drainage telle que des fossés de drainage de route classiques et des couvercles de tranchée de drainage est remplacée. Un système de stockage et de drainage d'eau utilise des trous ou des trous réservés dans la route, ou utilise un revêtement perméable ou des trous de pompage et de drainage d'eau de bord de route pour diriger l'eau de pluie vers le bas et la stocker dans l'espace souterrain, de manière à stocker efficacement l'eau et à empêcher une accumulation d'eau régionale, et un système d'espace de drainage plus grand est proposé. Une nouvelle apparence de ville avec des routes plus larges, plus sûres et plus attrayantes peut être planifiée sans que des fossés de drainage soient prévus, ce qui permet également de servir comme procédé optimal pour la régulation des ressources en eau, empêchant ainsi la reproduction des moustiques et des mauvaises odeurs d'un fossé de drainage classique, ce qui améliore complètement la pollution environnementale et les catastrophes provoquées par une construction routière classique.
PCT/CN2022/091725 2021-09-10 2022-05-09 Route à haute résistance pour système de régulation des ressources en eau face au changement climatique Ceased WO2023035644A1 (fr)

Priority Applications (16)

Application Number Priority Date Filing Date Title
CA3231137A CA3231137A1 (fr) 2021-09-10 2022-05-09 Route a haute resistance pour systeme de regulation des ressources en eau face au changement climatique
US18/571,729 US20240279881A1 (en) 2021-09-10 2022-05-09 High-strength road for water resource regulation system in response to climate change
EP22866122.9A EP4400665A4 (fr) 2021-09-10 2022-05-09 Route à haute résistance pour système de régulation des ressources en eau face au changement climatique
PE2024000395A PE20241006A1 (es) 2021-09-10 2022-05-09 Carretera de alta resistencia para un sistema de regulacion de recursos hidricos en respuesta al cambio climatico
AU2022344215A AU2022344215B2 (en) 2021-09-10 2022-05-09 High-strength road for water resource regulation system in response to climate change
MA64617A MA64617A1 (fr) 2021-09-10 2022-05-09 Route à haute résistance pour système de régulation des ressources en eau face au changement climatique
GB2400963.1A GB2623677A (en) 2021-09-10 2022-05-09 High-strength road for water resource regulation system in response to climate change
CU2024000009A CU20240009A7 (es) 2021-09-10 2022-05-09 Carretera de alta resistencia para el sistema de regulación de recursos hídricos en respuesta al cambio climático
CR20240121A CR20240121A (es) 2021-09-10 2022-05-09 Carretera de alta resistencia para el sistema de regulación de recursos hídricos en respuesta al cambio climático.
JP2024514598A JP7748139B2 (ja) 2021-09-10 2022-05-09 気候変動に対応する水資源調整システムの高強度道路
KR1020247006421A KR20240036098A (ko) 2021-09-10 2022-05-09 기후변화 대응 수자원 조절 시스템의 고강도 도로
IL311273A IL311273A (en) 2021-09-10 2022-05-09 High-strength road for water resource regulation system in response to climate change
MX2024002950A MX2024002950A (es) 2021-09-10 2022-05-09 Carretera de alta resistencia para el sistema de regulacion de los recursos hidricos en respuesta al cambio climatico.
ZA2024/01878A ZA202401878B (en) 2021-09-10 2024-03-05 High-strength road for water resource regulation system in response to climate change
CONC2024/0002754A CO2024002754A2 (es) 2021-09-10 2024-03-05 Carretera de alta resistencia para el sistema de regulación de recursos hídricos en respuesta al cambio climático
DO2024000043A DOP2024000043A (es) 2021-09-10 2024-03-07 Vía de alta resistencia para el sistema de regulación de recursos hídricos en respuesta al cambio climático

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN202111058587.8 2021-09-10
CN202111058587.8A CN115787381B (zh) 2021-09-10 2021-09-10 因应气候变迁水资源调适系统的高强度道路

Publications (1)

Publication Number Publication Date
WO2023035644A1 true WO2023035644A1 (fr) 2023-03-16

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PCT/CN2022/091725 Ceased WO2023035644A1 (fr) 2021-09-10 2022-05-09 Route à haute résistance pour système de régulation des ressources en eau face au changement climatique

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Country Link
US (1) US20240279881A1 (fr)
EP (1) EP4400665A4 (fr)
JP (1) JP7748139B2 (fr)
KR (1) KR20240036098A (fr)
CN (1) CN115787381B (fr)
AU (1) AU2022344215B2 (fr)
CA (1) CA3231137A1 (fr)
CL (1) CL2024000704A1 (fr)
CO (1) CO2024002754A2 (fr)
CR (1) CR20240121A (fr)
CU (1) CU20240009A7 (fr)
DO (1) DOP2024000043A (fr)
GB (1) GB2623677A (fr)
IL (1) IL311273A (fr)
MA (1) MA64617A1 (fr)
MX (1) MX2024002950A (fr)
PE (1) PE20241006A1 (fr)
WO (1) WO2023035644A1 (fr)
ZA (1) ZA202401878B (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US12247383B1 (en) * 2021-10-18 2025-03-11 Infiltrator Water Technologies, Llc Stormwater system having multiple plates and one-piece columns

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