CN206753166U - A kind of PP water storage modules pond - Google Patents
A kind of PP water storage modules pond Download PDFInfo
- Publication number
- CN206753166U CN206753166U CN201720072176.7U CN201720072176U CN206753166U CN 206753166 U CN206753166 U CN 206753166U CN 201720072176 U CN201720072176 U CN 201720072176U CN 206753166 U CN206753166 U CN 206753166U
- Authority
- CN
- China
- Prior art keywords
- water storage
- storage modules
- pond
- geotextiles
- modules
- 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.)
- Active
Links
Landscapes
- Sewage (AREA)
Abstract
The utility model discloses a kind of PP water storage modules pond, including pond groove, the pond groove slope is excavated, and the basis of bottom of foundation ditch need to first do 100mm plain concrete cushion layers, and then do reinforced concrete foundation, and surface mortar is floating;The utility model provides a kind of PP water storage modules pond, and structure is novel;PP modules cistern is formed by multiple PP water storage modules combination of monomers;It is integral in the split of construction site scene, and by wrapping up impervious material, form underground conservation pool;Monomer module is formed using PP material injections, according to the amount of rainfall of collection and the demand of user, is combined into different shape and different volumes, and according to the difference of use occasion bearing capacity difference can be selected to hold the PP water storage modules of intensity;PP module cisterns quick construction, flexible layout, anti-aging, anti-algae infestation, anti-seismic performance be good, will not seepage, detachable strange land field the advantages that rebuilding.
Description
Technical field
Rainwater harvesting technology field is the utility model is related to, specifically a kind of PP water storage modules pond.
Background technology
Rainwater-collecting, complete say be called " rainwater-collecting is with utilizing system ", refer to collect, utilize building roof
And the rainfall runoff that the hardening earth's surface such as road, square is collected, through collecting, --- channel such as water delivery --- water purification --- storage accumulates
Store, rainwater collection be greening, landscape water body, washing and underground water source provides rainwater feed, with reach comprehensively utilize rainwater resource with
Water-saving purpose.Given birth to slowing down city rainwater flood and level of ground water decline, control rainwater runoff pollution, improving city
The wide significances such as state environment.Rainwater catchment system building, road, lake etc., rainwater is collected, used for Greenland Irrigation, landscape
Water, or foundation can ooze formula road surface, be mated formation using seepy material, directly increase the infiltration capacity of rainwater;But traditional outdoor water storage
Pond, easy contaminated, algae infestation.
The content of the invention
The purpose of this utility model is to provide a kind of PP water storage modules pond, to solve what is proposed in above-mentioned background technology
Problem.
To achieve the above object, the utility model provides following technical scheme:
A kind of PP water storage modules pond, including pond groove, the pond groove slope are excavated, and the basis of bottom of foundation ditch need to first be done
100mm plain concrete cushion layers, and then reinforced concrete foundation is done, surface mortar is floating;Geotextiles are laid in the groove of pond and are prevented
Ooze film;PP water storage modules are provided with geotextiles and antiseepage film in the groove of pond, the PP water storage modules are by multiple PP water storage modules
Unit assembles;PP water storage modules unit is made up of PP water storage modules base and water storage module unit cylinder;Multiple PP water storages
Modular unit point two layers of symmetrical assembling up and down;The mutual snapping of water storage module unit cylinder on levels PP water storage module units;
Adjacent four PP water storage modules units on same layer PP water storage module units are attached by anistree connector;The PP on upper strata
Water storage module base and the anistree connector of lower floor are connected;PP water storage modules surrounding and top are provided with fixed side;PP
Detection wellbore tubular and reuse wellbore tubular are provided with the top of water storage module;Geotextiles and antiseepage film wrap side plate and its inside
PP water storage modules, and geotextiles and antiseepage film are fixed on PP water storage modules with band;The geotextiles and antiseepage film of pond groove
Outside and top backfill.
As further program of the utility model:The concrete grade of the plain concrete cushion layer can not be less than C15;Steel
The reinforcing bar on reinforced concrete basis cannot be less than Ф 12mm, way and double-layer laying, and concrete grade can not be less than C25.
As the utility model further scheme:The PP water storage modules can be arranged as required to multilayer PP storages
Water modular unit.
As the utility model further scheme:At least 1 meter of geotextiles and antiseepage film the top overlay module with
On, geotextiles and antiseepage film compacting are wrapped in the corner of PP water storage modules, and top is all fastened with band;First inserted on PP water storage modules
After entering to detect wellbore tubular and reuse wellbore tubular, then lay geotextiles and antiseepage film on top and infiltrate purpose to reach.
As the utility model further scheme:Described backfill is river sand, and installation is timely in the groove of pond
Check and accept and backfill, need to symmetrically backfill when backfill river sand, backfill, accomplish to handle with care, the earthwork is once put into position, prevent mechanical mistake
Maloperation damages PP water storage modules;Needing past PP water storage modules to fill water after the completion of backfill prevents underground water surplus from causing to float.
Compared with prior art, the beneficial effects of the utility model are:
The utility model provides a kind of PP water storage modules pond, and structure is novel;PP modules cistern is by multiple PP water storages moulds
Block combination of monomers forms;It is integral in the split of construction site scene, and by wrapping up impervious material, form underground conservation pool;It is single
Module is formed using PP material injections, according to the amount of rainfall of collection and the demand of user, is combined into different shape and not androgynous
Product, and according to the difference of use occasion bearing capacity difference can be selected to hold the PP water storage modules of intensity;The construction of PP modules cistern is fast
Victory, flexible layout, anti-aging, anti-algae infestation, anti-seismic performance be good, will not seepage, detachable strange land field the advantages that rebuilding.
Brief description of the drawings
Fig. 1 is the structural representation in PP water storage modules pond.
Fig. 2 is the top view of PP water storage modules in PP water storage modules pond.
Fig. 3 is the side view of PP water storage modules in PP water storage modules pond.
In figure:1- ponds groove, 2-PP water storage modules, 2-1-PP water storage modules unit, 2-2-PP water storage modules base, 2-3-
Hollow hole, 2-4- water storage module units cylinder, 3- fixed sides, 4- detections wellbore tubular, 5- reuses wellbore tubular, the anistree connections of 6-
Part, 7- geotextiles and antiseepage film.
Embodiment
The technical scheme of this patent is described in more detail with reference to embodiment.
Fig. 1-3, a kind of PP water storage modules pond, including pond groove 1 are referred to, the pond groove slope is excavated, foundation ditch bottom
The basis in portion need to first do 100mm plain concrete cushion layers, and the concrete grade of plain concrete cushion layer can not be less than C15;And then do
Reinforced concrete foundation, the reinforcing bar of reinforced concrete foundation cannot be less than Ф 12mm, way and double-layer laying, and concrete grade can not
Less than C25, surface mortar is floating;Laying geotextiles and antiseepage film 7 in pond groove 1;In the groove of pond in geotextiles and antiseepage film 7
PP water storage modules 2 are provided with, the PP water storage modules 2 are assembled by multiple PP water storage modules unit 2-1;PP water storage module lists
First 2-1 is made up of PP water storage module base 2-2 and water storage module unit cylinder 2-4;Multiple PP water storage modules unit 2-1 points up and down
Two layers of symmetrical assembling;The mutual snapping of water storage module unit cylinder on levels PP water storage module units 2-1;Same layer PP water storages
Adjacent four PP water storage module unit 2-1 on modular unit 2-1 are attached by anistree connector 6;The PP water storages on upper strata
Module base 2-2 and the anistree connector 6 of lower floor are connected;The PP water storage modules 2 can be arranged as required to multilayer
PP water storage module units 2-1;After overall 2 installation of PP water storage modules, the surrounding of PP water storage modules 2 and top are provided with fixation
Side plate 3;The top of PP water storage modules 2 is provided with detection wellbore tubular 4 and reuse wellbore tubular 5;Geotextiles and antiseepage film 7 wrap side
Plate 3 and its PP water storage modules 2 of inside;Geotextiles and antiseepage film 7 are fixed on PP water storage modules 2 with band;Geotextiles and
At least more than 1 meter of the top overlay module of antiseepage film 7;The corner of PP water storage modules 2 wraps geotextiles and antiseepage film 7 is compacted, top
All fastened with band;After first insertion detects wellbore tubular 4 and reuse wellbore tubular 5 on PP water storage modules 2, then in top laying geotechnique
Cloth and antiseepage film 7 infiltrate purpose to reach;Installation is checked and accepted and backfilled in time in pond groove 1, is needed when backfilling river sand, backfill
Symmetrical backfill, accomplishes to handle with care, the earthwork is once put into position, prevents mechanical error operation damage PP water storage modules 2;Backfill is completed
After need to fill water toward PP water storage modules 2 and prevent underground water surplus from causing to float.
Operation principle of the present utility model is:The utility model provides a kind of PP water storage modules pond, and structure is novel, PP moulds
Block cistern is formed by multiple PP water storage modules combination of monomers;It is integral in the split of construction site scene, and by wrapping up antiseepage
Material, form underground conservation pool;Monomer module is formed using PP material injections, according to the amount of rainfall of collection and the demand of user,
Different shape and different volumes are combined into, and according to the difference of use occasion bearing capacity difference can be selected to hold the PP water storages of intensity
Module.PP module cisterns quick construction, flexible layout, anti-aging, anti-algae infestation, anti-seismic performance be good, will not seepage, removable
Unload the advantages that strange land field is rebuild.
The better embodiment of this patent is explained in detail above, but this patent is not limited to above-mentioned embodiment party
Formula, can also be on the premise of this patent objective not be departed from one skilled in the relevant art's possessed knowledge
Make a variety of changes.
Claims (5)
1. a kind of PP water storage modules pond, including pond groove, it is characterised in that the pond groove slope is excavated, bottom of foundation ditch
Basis need to first do 100mm plain concrete cushion layers, and then do reinforced concrete foundation, and surface mortar is floating;Laid in the groove of pond
Geotextiles and antiseepage film;PP water storage modules are provided with geotextiles and antiseepage film in the groove of pond, the PP water storage modules are by multiple
PP water storage module units assemble;PP water storage modules unit is made up of PP water storage modules base and water storage module unit cylinder;
Multiple PP water storage modules units point two layers of symmetrical assembling up and down;Water storage module unit cylinder on levels PP water storage module units
Mutual snapping;Adjacent four PP water storage modules units on same layer PP water storage module units are connected by anistree connector
Connect;The PP water storage modules base on upper strata and the anistree connector of lower floor are connected;PP water storage modules surrounding and top are provided with
Fixed side;Detection wellbore tubular and reuse wellbore tubular are provided with the top of PP water storage modules;Geotextiles and antiseepage film wrap side
Plate and its PP water storage modules of inside, and geotextiles and antiseepage film are fixed on PP water storage modules with band;The soil of pond groove
Work cloth and antiseepage film outside and top backfill.
2. PP water storage modules pond according to claim 1, it is characterised in that concrete of the plain concrete cushion layer etc.
Level can not be less than C15;The reinforcing bar of reinforced concrete foundation cannot be less than Ф 12mm, way and double-layer laying, and concrete grade can not
Less than C25.
3. PP water storage modules pond according to claim 1, it is characterised in that the PP water storage modules can be as needed
It is provided with multilayer PP water storage module units.
4. PP water storage modules pond according to claim 1, it is characterised in that geotextiles and antiseepage film the top covering
At least more than 1 meter of module.
5. PP water storage modules pond according to claim 1, it is characterised in that described backfill is river sand.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720072176.7U CN206753166U (en) | 2017-01-20 | 2017-01-20 | A kind of PP water storage modules pond |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720072176.7U CN206753166U (en) | 2017-01-20 | 2017-01-20 | A kind of PP water storage modules pond |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206753166U true CN206753166U (en) | 2017-12-15 |
Family
ID=60607501
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201720072176.7U Active CN206753166U (en) | 2017-01-20 | 2017-01-20 | A kind of PP water storage modules pond |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN206753166U (en) |
-
2017
- 2017-01-20 CN CN201720072176.7U patent/CN206753166U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101591904B (en) | Method for strengthening composite pile foundation by prepressing drainage and following grouting for drainage body | |
CN102619229B (en) | Ecological supporting and protecting system and construction method using flexible cladding soil nailing wall combined with reinforced earth | |
CN113445396B (en) | High-fill road foundation filling construction method for high liquid limit soil road section | |
CN111119229A (en) | Multi-stage reinforced retaining wall comprehensive protection system suitable for large-scale waste slag yard and stability checking and calculating method and construction method thereof | |
CN104234061A (en) | Reinforced ecological concrete revetment and construction method thereof | |
CN106368238A (en) | Honeycomb geocell earth retaining wall with ecological restoration function and construction method thereof | |
CN105274922A (en) | Anti-slide tie-steel pipe pile composite structure for repairing cave-in roadbed and method | |
CN104074166B (en) | A kind of method recovering withered river | |
CN109024458A (en) | A kind of coal mine subsidence land landscape revetment and the construction method of water-bed antiseepage | |
CN102966072A (en) | Construction method for treating widened and heightened engineering joint surfaces of dikes on soft clay foundation | |
CN113250240A (en) | Combined side slope protection structure and process of layered net type gabion and concrete | |
CN107938807A (en) | Ooze storage row's rainwater piping lane and construction method | |
CN210482362U (en) | Assembled rigid and flexible combined elastic anti-seismic reinforced earth retaining wall | |
CN204151796U (en) | A kind of reinforcement eco-concrete bank protection | |
CN113818300B (en) | Sponge city ecological roadbed structure based on original road and construction method thereof | |
CN109306676B (en) | Construction method of landslide repairing structure | |
CN205369297U (en) | Hollow building block formula barricade with prop up and keep off and afforest function | |
CN206157760U (en) | Honeycomb geotechnique check room retaining wall with ecological recovery function | |
CN203602980U (en) | Flake rubble stack reinforced soil composite embankment structure | |
CN212223948U (en) | Multi-stage reinforced retaining wall comprehensive protection system suitable for large-scale abandoned slag yard | |
CN112832288A (en) | Anti-floating structure of sloping field building basement and construction method thereof | |
CN210507006U (en) | High-strength steel wire mesh reinforced material filling structure of road embankment | |
CN1080010A (en) | The construction method of the composite geo-membrane heart (tiltedly) wall earth dam | |
CN108914959B (en) | Foundation structure suitable for mountain house building and construction method thereof | |
CN203716273U (en) | Multifunctional ecological draining gutter |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |