CN102094406A - Fish reef porous concrete prefabricated block - Google Patents
Fish reef porous concrete prefabricated block Download PDFInfo
- Publication number
- CN102094406A CN102094406A CN2010105877670A CN201010587767A CN102094406A CN 102094406 A CN102094406 A CN 102094406A CN 2010105877670 A CN2010105877670 A CN 2010105877670A CN 201010587767 A CN201010587767 A CN 201010587767A CN 102094406 A CN102094406 A CN 102094406A
- Authority
- CN
- China
- Prior art keywords
- cuboid
- porous concrete
- prefabricated block
- prefabricated section
- concrete prefabricated
- 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.)
- Pending
Links
Images
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/40—Protecting water resources
- Y02A20/402—River restoration
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/80—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
- Y02A40/81—Aquaculture, e.g. of fish
Abstract
The invention discloses a fish reef porous concrete prefabricated block. The prefabricated block consists of an upper part and a lower part, wherein, the contour of the upper part of the prefabricated block is in a cuboid structure, a pair of side faces of the cuboid are respectively equipped with a key and a groove which are nested with another prefabricated block, and the cuboid is longitudinally equipped with a top-down through hole; and four support bodies are arranged at the lower part of the prefabricated block and are respectively positioned at four corners of the lower surface of the cuboid. The fish reef porous concrete prefabricated block has the advantages that by fully applying a spatial geometry principle in design, fish migration channels are naturally generated in the case of block combination, thus being fully applicable to inhabitation and reproduction of various living beings, and realizing perfect integration of ecological restoration and water quality improvement of river channels.
Description
Technical field
The present invention relates to a kind of concrete precast block, relate in particular to a kind of fish shelter formula porous concrete prefabricated section, be applicable to the ecological revetment of river, lake, reservoir embankment.
Background technology
For a long time, people administer the embankment of surface water bodies such as lake, river and only lay particular emphasis on one-side functional requirements such as flood control, shipping, bank stability, the general hard revetment of Cai Yonging, and river loke shore slope hard revetment has been deprived the living space of green plants and aquatic animal, cut off the material exchange between waters and land-based area, then cause river lake water to give birth to ecosystem breakage, therefore, the ecology construction of hard bank slope has caused the attention of relevant departments.At present, at the 26S Proteasome Structure and Function characteristics on loke shore slope, river, the new configuration that is applicable to inclination bank slope (slope angle is less than 45 °) ecological construction and relevant engineering thereof have been researched and developed.Yet for areas such as the networks of rivers, Plain, the space, river course is is seriously occupied, most bank slopes are all built is the cemented rock shore protection of vertical type, because its mechanical condition and inclination bank slope have than big difference, presses for the new configuration and the material of the ecology transformation of suitable vertical type hard shore protection.
For vertical type river course bank slope, bank face over half and water body produce direct reciprocation, simultaneously this part bank slope also be large-scale aquatic animal such as water fish class perch the procreation space, therefore, require its restoration of the ecosystem carrier under the prerequisite that guarantees enough mechanical strengths, possess similar natural soil water-permeable and air permeable characteristic, and can carry enough space operation places.
Summary of the invention
Goal of the invention: the object of the present invention is to provide the fish shelter formula porous concrete prefabricated section of a kind of suitable vertical type river course bank slope, perch the procreation space for aquatic animals and plants such as fish provide simultaneously with its revetment that builds up.
Technical scheme: fish shelter formula porous concrete prefabricated section of the present invention, described prefabricated section is made of upper and lower two parts, the appearance profile on the top of described prefabricated section is a rectangular structure, be respectively arranged with on a pair of side of cuboid can be mutually nested with another prefabricated section key and groove, the hole that vertically is provided with up/down perforation of cuboid; The bottom of described prefabricated section is 4 supporters, is separately positioned on the place, four angles of cuboid soffit.
Described hole is cylindrical, is arranged on the center of described cuboid.
More reasonable for the structure that makes prefabricated section, the length of described cuboid and the diameter ratio of described hole are 5: 5: 4: 1.
The present invention is by being provided with key and groove on the rectangular structure of the top of prefabricated section, mutual interlock when making the building block combination does not need connector to fix, the connection of vertical building block simultaneously and fixingly also be connected in series by connector.Ecological slope stability is strengthened in engaged back, and the supporting body structure that relies on its underpart forms the living space of large-scale aquatic animals such as fish naturally, rely on powerful specific area of porous concrete and the indigenous microorganism in the effective enrichment water of pore structure simultaneously, bait as large-scale aquatic animals such as fish, thereby set up stable gauze bio chain, improved the bio-diversity of aquatic ecosystem.
The production method of the prefabricated configuration of porous concrete fish shelter formula building block is according to the building block apparent size, adopts the hard glass steel to make production mould, and the concrete after stirring is filled in the space of mould, adopts surface vibration method vibration 30s, 3min Hou Tuo Mu.Prefabricated configuration adopts the natural conditions maintenance more than 7 days after taking off Mu, promptly can be used for the structure of ecological embankment construction in lake, river and artificial fish nest.
The present invention is to be manufacturing materials with the porous concrete with continuous perforation hole, porous concrete is to be 42.5 Portland cement by label, materials such as the single graded broken stone of 15～25mm, mineral additive, high-performance water reducing agent etc., alkaline slow releasing agent mix by a certain percentage, prepare after stirring, compacting or vibration or the tamping moulding, the hole that self has continuous perforation, porosity is 15～25%, transmission coefficient 1.5～2.5cm/s, compressive strength is 10～25MPa.
The present invention compared with prior art, its beneficial effect is: 1, ecological embankment in the lake, river that makes up based on fish shelter formula porous concrete prefabricated section and artificial fish nest, do not need artificial maintenance, make the mechanical condition of its suitable vertical type ecological revetment by the special construction setting, large-scale aquatic animal activity space can be provided, utilize simultaneously that porous concrete self has than bigger serface, indigenous microorganism in the enrichment water, green plants also can grow therein, be to integrate ecological recovery and water quality strengthened purification, for the enrichment of aquatic animals and plants and microorganism provides the carrier of similar natural soil property bank slope, have bio-diversity effect and purification of water quality effect simultaneously; 2, the porous concrete of the present invention's employing is to adopt gathering materials and cementitious material of special grating, porous concrete self has 15～25% porosity, the aperture from micron order to even variation between the millimeter level, thereby, it also is the excellent carrier of indigenous microorganism enrichment in the water, can form the abundant biomembrane of biofacies, utilize the air reaeration of water body, thus strengthened purification water quality; 3, the space geometry principle has fully been used in fish shelter formula porous concrete prefabricated section design of the present invention, naturally produce passage during the building block combination for fish migration, be fit to the procreation of perching of all types of biologies fully, realized the perfect unity of river channel ecology reparation and water correction; 4, fish shelter formula porous concrete prefabricated section moulding form of the present invention is made simple, the production efficiency height, prefabricated section applied in any combination of the present invention is flexible, rely on self keyway reinforcing, it is simple and convenient to construct, and saves construction investment, is particularly useful for the structure of artificial fish nest in the ecological construction on vertical type riverbank and the water body, help to set up multifarious biological chain structure in the stable aquatic ecosystem, the ecosystem of repair and reconstruction breakage.
Description of drawings
Fig. 1 is the general structure schematic perspective view of invention.
Fig. 2 is a vertical view.
Fig. 3 is a front view.
Fig. 4 is a right view.
Fig. 5 is the constitutional diagram of prefabricated section.
The specific embodiment
Below in conjunction with accompanying drawing, by a most preferred embodiment, technical solution of the present invention is elaborated, but protection scope of the present invention is not limited to described embodiment.
As shown in the figure, a kind of fish shelter formula porous concrete prefabricated section, constitute by upper and lower two parts, the appearance profile on the top of described prefabricated section is a rectangular structure, outside dimension is 500mm * 500mm * 400mm (height), be respectively arranged with on a pair of side of cuboid can be mutually nested with another prefabricated section key 1 and groove 2, the keyway interlock place size of this building block admits of the dimensional errors of 3mm; The hole that vertically is provided with up/down perforation 3 of cuboid; Described hole is cylindrical, and diameter is 100mm, is arranged on the center of described cuboid; The bottom of described prefabricated section is 4 supporters 4, is separately positioned on the place, four angles of cuboid soffit, constitutes hollow structure.
Relate to the porous concrete material among the present invention and be that materials such as the rubble that adopts common No. 42.5 portland cements, the single grating of 15～25mm, mineral additive (ground blast furnace slag, silica flour etc.), high-performance water reducing agent mix by a certain percentage, stirring, compacting or vibration or tamping moulding, the quality of materials proportioning is: 300 (stones): 30 (mineral additives): 50 (cement): 0.6 (high-performance water reducing agent), water ash (glue) is controlled at 0.2～0.3.The concrete that mixes after stirring is moved in the building blocks shaping mould, with surface vibration method vibration 30s aftershaping, 3min Hou Tuo Mu, autoxidation be after 28 days, and the porous concrete that promptly prepare porosity and be 15～25%, compressive strength is 10～20MPa is from embedding type blockwork.
The combined method of the prefabricated configuration of porous concrete fish shelter formula, be engaged, check and balance, make whole domatic being connected in one by the keyway of building block, all can not produce relative displacement in any direction with any one building block, thereby guarantee domatic safety and stablization.During vertical connection, at first to insert diameter be spud pile about 80mm to the cylindrical cavity of reserving at upper bottom surface, increases the building block quantity on vertical.
As mentioned above, although represented and explained the present invention that with reference to specific preferred embodiment it shall not be construed as the restriction to the present invention self.Under the spirit and scope of the present invention prerequisite that does not break away from the claims definition, can make various variations in the form and details to it.
Claims (3)
1. fish shelter formula porous concrete prefabricated section, it is characterized in that: described prefabricated section is made of upper and lower two parts, the appearance profile on the top of described prefabricated section is a rectangular structure, be respectively arranged with on a pair of side of cuboid can be mutually nested with another prefabricated section key and groove, the hole that vertically is provided with up/down perforation of cuboid; The bottom of described prefabricated section is 4 supporters, is separately positioned on the place, four angles of cuboid soffit.
2. fish shelter formula porous concrete prefabricated section according to claim 1, it is characterized in that: described hole is cylindrical, is arranged on the center of described cuboid.
3. fish shelter formula porous concrete prefabricated section according to claim 2, it is characterized in that: the length of described cuboid and the diameter ratio of described hole are 5: 5: 4: 1.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010105877670A CN102094406A (en) | 2010-12-15 | 2010-12-15 | Fish reef porous concrete prefabricated block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010105877670A CN102094406A (en) | 2010-12-15 | 2010-12-15 | Fish reef porous concrete prefabricated block |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102094406A true CN102094406A (en) | 2011-06-15 |
Family
ID=44127657
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010105877670A Pending CN102094406A (en) | 2010-12-15 | 2010-12-15 | Fish reef porous concrete prefabricated block |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102094406A (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102979059A (en) * | 2012-12-05 | 2013-03-20 | 华南师范大学 | Mud and sand fixation and protection module and application of mud and sand fixation and protection module to mud and sand fixation and protection |
| CN105384253A (en) * | 2015-12-10 | 2016-03-09 | 广州市新之地生态环境修复有限公司 | River ecologic purifying system, and making method of ecologic concrete products |
| CN106106307A (en) * | 2016-08-30 | 2016-11-16 | 岭南新科生态科技研究院（北京）有限公司 | A kind of ecological fish shelter of gabion construction waste |
| CN106417135A (en) * | 2016-08-30 | 2017-02-22 | 上海海洋大学 | Segmented multilayer artificial fish reef |
| CN109258540A (en) * | 2018-11-09 | 2019-01-25 | 贵州工程应用技术学院 | A kind of artificial reef material and its method for preparing fish shelter |
| CN110127839A (en) * | 2019-05-14 | 2019-08-16 | 东南大学 | Jungle biological grid and its method for purifying water and application based on a kind of pervious concrete and lightweight concrete |
| CN112939232A (en) * | 2021-02-05 | 2021-06-11 | 南京市生态环境保护科学研究院 | Ecological fish reef for riverway restoration and manufacturing method thereof |
| USD1003461S1 (en) | 2021-01-22 | 2023-10-31 | Entreprises Bastech (2014) Inc. | Reef block |
| USD1014788S1 (en) | 2021-09-08 | 2024-02-13 | Entreprises Bastech (2014) Inc. | Reef block |
| USD1022254S1 (en) | 2021-10-21 | 2024-04-09 | Entreprises Bastech (2014) Inc. | Reef block |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5465896U (en) * | 1977-10-20 | 1979-05-10 | ||
| CN2087633U (en) * | 1991-04-03 | 1991-10-30 | 陈锦生 | Slope facet concrete blocks capable of overlapping and combining |
| JPH0734429A (en) * | 1993-07-26 | 1995-02-03 | Hokkaido Suiko Consultants:Kk | Block foe revetment |
| CN2777036Y (en) * | 2004-11-16 | 2006-05-03 | 山东华隆工程建设有限公司 | Four feet hollow block |
| CN201883597U (en) * | 2010-12-15 | 2011-06-29 | 东南大学 | Fish-reef porous concrete prefabricated block |
-
2010
- 2010-12-15 CN CN2010105877670A patent/CN102094406A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5465896U (en) * | 1977-10-20 | 1979-05-10 | ||
| CN2087633U (en) * | 1991-04-03 | 1991-10-30 | 陈锦生 | Slope facet concrete blocks capable of overlapping and combining |
| JPH0734429A (en) * | 1993-07-26 | 1995-02-03 | Hokkaido Suiko Consultants:Kk | Block foe revetment |
| CN2777036Y (en) * | 2004-11-16 | 2006-05-03 | 山东华隆工程建设有限公司 | Four feet hollow block |
| CN201883597U (en) * | 2010-12-15 | 2011-06-29 | 东南大学 | Fish-reef porous concrete prefabricated block |
Non-Patent Citations (2)
| Title |
|---|
| 《化工学报》 20091115 吴义锋等 河渠特定生态岸坡基质酶活性及细菌种群的动态特征 , 第11期 2 * |
| 《混凝土与水泥制品》 20051020 刘小康等 粗集料级配对多孔混凝土性能的影响研究 , 第05期 2 * |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102979059A (en) * | 2012-12-05 | 2013-03-20 | 华南师范大学 | Mud and sand fixation and protection module and application of mud and sand fixation and protection module to mud and sand fixation and protection |
| CN105384253A (en) * | 2015-12-10 | 2016-03-09 | 广州市新之地生态环境修复有限公司 | River ecologic purifying system, and making method of ecologic concrete products |
| CN106106307A (en) * | 2016-08-30 | 2016-11-16 | 岭南新科生态科技研究院（北京）有限公司 | A kind of ecological fish shelter of gabion construction waste |
| CN106417135A (en) * | 2016-08-30 | 2017-02-22 | 上海海洋大学 | Segmented multilayer artificial fish reef |
| CN109258540A (en) * | 2018-11-09 | 2019-01-25 | 贵州工程应用技术学院 | A kind of artificial reef material and its method for preparing fish shelter |
| CN110127839A (en) * | 2019-05-14 | 2019-08-16 | 东南大学 | Jungle biological grid and its method for purifying water and application based on a kind of pervious concrete and lightweight concrete |
| USD1003461S1 (en) | 2021-01-22 | 2023-10-31 | Entreprises Bastech (2014) Inc. | Reef block |
| CN112939232A (en) * | 2021-02-05 | 2021-06-11 | 南京市生态环境保护科学研究院 | Ecological fish reef for riverway restoration and manufacturing method thereof |
| USD1014788S1 (en) | 2021-09-08 | 2024-02-13 | Entreprises Bastech (2014) Inc. | Reef block |
| USD1022254S1 (en) | 2021-10-21 | 2024-04-09 | Entreprises Bastech (2014) Inc. | Reef block |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102094406A (en) | Fish reef porous concrete prefabricated block | |
| CN208533453U (en) | A kind of gabion type landscape revetment conducive to urban water-body reparation | |
| KR20100118666A (en) | Eco light soil | |
| CN202969340U (en) | Ecological interlocking building block | |
| CN201883597U (en) | Fish-reef porous concrete prefabricated block | |
| KR100460284B1 (en) | Assembly of ecological blocks | |
| CN104631380A (en) | Shore type ladder-grade two-dimensional surface flow water filtering riverbed in-situ ecological remediation method | |
| CN106087871B (en) | A kind of environmental assembled revetment combined structure | |
| CN107419703B (en) | Vegetation type water purification concrete block revetment and construction method thereof | |
| CN102320781A (en) | Cast-in-place plant growing type eco-concrete and application thereof | |
| CN205444103U (en) | Ecological slope protection brick | |
| CN102505665A (en) | Sand filtering dam | |
| KR100582770B1 (en) | Manufacturing methods of environmental friendly high performance concrete for retaining wall using waste concrete powder, recycled aggregates and industrial by-products and environmental friendly retaining wall block manufactured by using it | |
| CN106958228A (en) | A kind of ecological shore protection concrete construction unit and its implementation | |
| CN111827200A (en) | Interactive ecological river bank greening concrete retaining wall and construction method thereof | |
| CN104727273B (en) | A kind of employing carries out the method for upright embankment restoration of the ecosystem from embedded building block | |
| CN103774608A (en) | Coupling technique of city watercourse dredging and sequence reestablishment from shoal to deep pool | |
| CN201670764U (en) | Plant-growing concrete building block capable of purifying water | |
| CN201915357U (en) | Self-embedded porous concrete block | |
| CN208441049U (en) | A kind of ecological brick and its ecological slope protection system | |
| CN206070485U (en) | Assembled ecological revetment | |
| CN105862690A (en) | Irrigation channel with ecological pools | |
| CN105239532A (en) | Ecological concrete building block similar to sponge and preparation method thereof | |
| CN216007227U (en) | Pond landscape reconstruction structure | |
| CN109629510A (en) | A kind of ecological revetment system and its method of construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20110615 |