CN114541326A - Self-locking type revetment stone prepared from yellow river silt and use method thereof - Google Patents
Self-locking type revetment stone prepared from yellow river silt and use method thereof Download PDFInfo
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- CN114541326A CN114541326A CN202210157240.7A CN202210157240A CN114541326A CN 114541326 A CN114541326 A CN 114541326A CN 202210157240 A CN202210157240 A CN 202210157240A CN 114541326 A CN114541326 A CN 114541326A
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
- C04B28/04—Portland cements
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/14—Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
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- 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
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
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- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Ceramic Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Civil Engineering (AREA)
- Mechanical Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Environmental & Geological Engineering (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- Revetment (AREA)
Abstract
The invention provides a self-locking type bank protection stone and a using method thereof. The self-locking type revetment stone comprises a revetment stone main body and a self-locking convex hole, and is in a frog-type shape. The main body is arranged into layers along the construction axis and batches, and the upper layer and the lower layer are spliced by the self-locking convex hole to realize self-locking, so that an integral hinged self-locking revetment stone structure is formed. The self-locking type bank protection stone is used for bank protection engineering, has high structural strength, good stability, long service life and convenient construction, and has obvious effects of protecting the bank and keeping water and soil. The self-locking type bank protection stone is used for rescuing at dike breach doors, and has the advantages of good plugging effect, high construction efficiency and low construction risk.
Description
Technical Field
The invention belongs to the technical field of hydraulic engineering, and relates to a self-locking bank protection stone prepared from yellow river silt and a using method thereof.
Background
In order to maintain the stability of the river shoreline, prevent disasters such as side erosion of the river, bank collapse caused by local scouring of the river channel and the like, or to make the main flow line deviate from a scoured section, necessary bank protection engineering measures need to be taken. The engineering revetment is a rigid engineering revetment formed by reinforcing an original natural bank slope, meets engineering requirements of flood control, water delivery, shipping and the like, and is safer and more effective compared with cage stones and riprap revetment. The common building materials such as concrete, masonry and the like have good impact resistance, erosion resistance and durability, and can reduce the roughness, improve the water delivery efficiency and reduce the permeation loss for the artificial canal for water delivery. But resources along the yellow river are characterized in that silt is deposited and becomes sick, stone is barren and is transported outside, and obviously, the traditional concrete and stone revetment are uneconomical; for flood dike-breaking exit rescue projects, the water-soluble fertilizer can not be nearly thirsty even if being hydrolyzed far away.
When flood dike breach doors are used for emergency rescue, the common stone cage and stone throwing measures are low in efficiency, large in construction difficulty and high in risk. Even if the advanced throwing technology is adopted, such as a triangular conical steel frame (patent No. 201620690588.2) for blocking dike breach, the ideal effect is difficult to achieve due to the limited manual throwing power and the overlarge flood flow rate at the breach; other methods such as the soft block method of river levee breach (patent number 99115001.5) require manual jumping into the torrent of flood to complete the piling construction; the 'anti-break dike and dam-break plugging boat' (patent number 201521008895.x) needs manual operation of large ships and vehicles to sink and plug the bottom, and the cost is very high.
Particularly, with the aggravation of global climate change, in recent years, the number of flood fields at the downstream of the yellow river, the long process, the large magnitude of the magnitude are frequently refreshed, and the defense task is difficult and heavy, so that a bank protection material which greatly utilizes local silt resources, a corresponding bank protection engineering structure and a set of efficient, rapid, safe and feasible dam breach rapid rescue method are urgently needed to be developed, the construction efficiency is improved to the maximum extent, the construction risk and the cost are reduced, and the safety of the yellow river dam is ensured.
Disclosure of Invention
In order to solve the problems, the invention provides a self-locking type bank protection stone prepared from yellow river silt and a using method thereof.
The technical scheme of the invention is as follows:
a self-locking revetment stone comprises a revetment stone main body 11 and a self-locking convex hole 12, and is in a frog-type shape as shown in figure 1. The main bodies 11 are arranged into layers along the construction axis, and the upper layer and the lower layer are spliced by the self-locking convex holes 12 to realize self-locking, so that an integral self-locking revetment stone structure is formed.
The main body 11 is I-shaped, and the thickness of the main body is 50 cm; it comprises a pair of forelimbs 13 and a pair of hindlimbs 14 between which is a joint stem 17. The total length of each of the front limb and the rear limb is 180cm, the width of each of the front limb and the rear limb is 30cm, the middle part of each of the front limb and the rear limb is 60cm, the front projection 15 and the rear recess 16 are respectively arranged, the length of each of the front limb and the rear limb is 60cm, and the depth of the projection and the recess is 10cm, so that the front limb and the rear limb are more tightly meshed with each other when the main bodies in the revetment stone layer batch are arranged.
The self-locking convex hole 12 is positioned on a connecting trunk 17 between the front limb and the rear limb of the main body and comprises a tenon 12-1 part and a mortise 12-2 part. The tenon 12-1 is a cubic prism or a cylinder with the side length of 30cm and the height of 50cm or the side length of 30cm, and is vertical to the connecting trunk 17; the mortise 12-2 is a rectangular square hole with a side length of 30cm or a round hole with a diameter of 30cm, which vertically penetrates through the connecting trunk 17. The convex hole structure is convenient for the butt-hole insertion between the upper layer and the lower layer of the revetment stone, and the positioning and self-locking are realized, so that the firm and stable revetment stone structure with extremely strong integrity is formed. The mortise 12-2 at the lowest layer can be combined with the upward beard rib 33 reserved on the foundation mat layer; the tenon 12-1 at the uppermost layer can be used as a guardrail of bank protection engineering.
The self-locking type bank protection stone can change the sizes of all parts according to engineering requirements on the premise of keeping the appearance and the structure unchanged; when the dead weight reaches more than 20 tons, normal reinforcement needs to be considered.
The self-locking type revetment stone can be prepared from yellow river silt, and the proportion of ingredients is cement: water: coarse aggregate of yellow river silt: fine aggregate of yellow river silt: the additive is 1: 0.35-0.55: 3.0-5.0: 1.5-2.0: 0.01-0.02, and the components are mixed and stirred in proportion, poured and molded, and cured to be at a proper age.
The cement is general portland cement or road cement.
The fine aggregate of the yellow river silt is coarse particles (the particle size is more than or equal to 100um) in the silt.
The yellow river sediment coarse aggregate is artificial coarse aggregate obtained by carrying out double-roller extrusion granulation on fine particles (the particle size is less than 100 mu m) in sediment, and the particle size is controlled to be 2.5-40 mm.
The additive is a polycarboxylic acid water reducing agent with a glue reducing function.
And adopting a forming and curing process, such as mechanical stirring and vibration forming of conventional concrete, and standard curing, natural curing or steam curing.
The invention adopts the yellow river silt as the main raw material to prepare the revetment stone, replaces the traditional natural stone and broken stone aggregate, reduces the consumption of the natural aggregate and obviously reduces the cost. The problem of stone aggregate shortage in plain areas is solved, a new direction is provided for realizing large-scale resource utilization of yellow river silt, and an effective solution is provided for the problem of yellow river silt sedimentation. The self-locking type bank protection stone is used for bank protection engineering, has high structural strength, good stability, long service life and convenient construction, and has obvious effects of protecting the bank and keeping water and soil. The self-locking type bank protection stone is used for rescuing at dike breach doors, and has the advantages of good plugging effect, high construction efficiency and low construction risk.
Drawings
Fig. 1 is a perspective view of the self-locking frog type revetment stone of the present invention.
Fig. 2 is a perspective view of the revetment project of the self-locking revetment stone of the present invention.
Fig. 3(a) is a plan view of a revetment project embodiment of the self-locking revetment stone of the present invention.
Fig. 3(b) is an elevation view of an embodiment of the revetment work using the self-locking revetment stone of the present invention.
Fig. 4 is a practical hoisting diagram of the self-locking type revetment stone of the invention.
Fig. 5 is a plan view of the self-locking revetment stone for emergency rescue.
In the figure: 11 a main body of revetment stones; 12-1 tenon; 12-2 mortise holes; 13 forelimb; 14 hind limb; 15 is convex forward; 16, back concave; 17 connecting the trunk; nesting 32 convex holes; 33 basal beard tendon; 41, a hook; 42 a sling; 51 a plurality of bank protection stone self-locking combination bodies; 52 accumulate sand.
Detailed Description
According to the bank protection stone with the self-locking function prepared by the yellow river silt, the invention also provides an implementation method for constructing a bank protection project and using the bank protection project for a dike breach door emergency rescue project.
The bank protection stone has larger weight and is lifted mechanically, and the figure 4 is shown; when the shore protection stone is manufactured, the lifting hooks 41 are pre-buried on the outer side surfaces of the front limb and the rear limb, and the sling 42 can be directly connected with the lifting hooks to carry out lifting.
Constructing a bank protection project: the bank protection stones are manufactured on site or prefabricated in factories and then transported to the site; paying off, cleaning and building a base layer according to the construction design of bank protection engineering; the base layer can be embedded with upward beard bars, the exposed length does not exceed the thickness of the revetment stone, the beard bars are inserted into the mortises 12-2 of the bottom revetment stone, and the mortars or fine stone concrete is poured. A mechanical hoisting mode (figure 4) is adopted, and bottom layer bank protection stones (figure 3) are placed along the axis of the engineering, and the tenon is protruded upwards; the upper layer of bank protection stones are upwards arranged layer by turning 180 degrees, and the tenon of the next layer are inserted into the mortise of the previous layer to form the convex hole nesting 32, so that self-locking is realized. The construction is carried out to the design height H (attached figure 3), and the tenon 31 of the shore protection stone on the uppermost layer can be used as a shore protection structure guardrail.
Plugging a dike breach door: the bank protection stone can be manufactured on site or prefabricated in factories and transported to emergency construction sites, and meanwhile, sufficient gravel is prepared. According to the hoisting mechanical capacity, a single bank protection stone block or a plurality of bank protection stone self-locking associations 51 are directly thrown at the breach door along the axis of the dam to form a stable barrier, and then gravels 52 are rapidly accumulated on two sides of the stable barrier until the breach plugging of the dam is completed.
Claims (4)
1. A self-locking type revetment stone prepared from yellow river silt is characterized by comprising a revetment stone main body (11) and a self-locking convex hole (12), and having a frog-type shape; the main bodies (11) are arranged into layers along the construction axis, and the upper layer and the lower layer are spliced by the self-locking convex hole (12) to realize self-locking, so that an integral self-locking revetment stone structure is formed;
the main body (11) is I-shaped, and the thickness of the main body is 50 cm; it comprises a pair of forelimbs (13) and a pair of hind limbs (14) between which is a connecting trunk (17); the total length of each of the forelimb and the hind limb is 180cm, the width of each of the forelimb and the hind limb is 30cm, the middle part of each of the forelimb and the hind limb is 60cm, the front projection (15) and the rear recess (16) are respectively arranged, the length of each of the forelimb and the hind limb is 60cm, and the depth of the projection and the recess is 10cm, so that the main bodies in the shore protection stone layer batch are more tightly meshed with each other when being arranged;
the self-locking convex hole (12) is positioned on a connecting trunk (17) between the front limb and the rear limb of the main body and comprises a tenon (12-1) and a mortise (12-2); the tenon (12-1) is a cubic prism or a cylinder with the side length of 30cm and the height of 50cm and the diameter of 30cm, and is vertical to the connecting trunk (17); the mortise hole (12-2) is a rectangular square hole with the side length of 30cm or a circular hole with the diameter of 30cm, which vertically penetrates through the connecting trunk (17); the convex hole structure is convenient for the hole-to-hole insertion between the upper layer and the lower layer of the bank protection stone, and the positioning and self-locking are realized, so that the bank protection stone structure with firmness, stability and strong integrity is formed; the mortise hole (12-2) at the lowest layer is combined with an upward beard rib (33) reserved on the foundation mat layer; the tenon (12-1) at the uppermost layer is used as a guardrail of the bank protection project.
2. The self-locking type revetment stone prepared from yellow river silt according to claim 1, wherein the revetment stone is prepared from yellow river silt according to the following mixing ratio: water: coarse aggregate of yellow river silt: fine aggregate of yellow river silt: the additive is 1: 0.35-0.55: 3.0-5.0: 1.5-2.0: 0.01-0.02, and the components are mixed and stirred in proportion, poured and molded, and cured to be at a proper age.
3. The self-locking type revetment stone prepared from yellow river silt according to claim 2, wherein the cement is general portland cement or road cement; the fine aggregate of the yellow river silt is coarse particles with the particle size of more than or equal to 100um in the silt; the yellow river sediment coarse aggregate is artificial coarse aggregate obtained by carrying out double-roller extrusion granulation on fine particles with the particle size of less than 100um in sediment, and the particle size is controlled to be 2.5-40 mm; the additive is a polycarboxylic acid water reducing agent with a glue reducing function; and a forming and curing process is adopted.
4. The use method of the self-locking type revetment stone prepared from the yellow river silt as claimed in any one of claims 1 to 3, which is characterized by comprising the following steps:
a mechanical hoisting mode is adopted; when the shore protection stone is manufactured, the lifting hooks (41) are pre-buried on the outer side surfaces of the front limb and the rear limb, and the suspension ropes (42) are directly connected with the lifting hooks to carry out lifting;
constructing a bank protection project: the bank protection stones are manufactured on site or prefabricated in factories and then transported to the site; paying off, cleaning and building a base layer according to the construction design of bank protection engineering; the base layer can be pre-embedded with upward beard bars, the exposed length does not exceed the thickness of the bank protection stone, the beard bars are inserted into the mortise holes (12-2) of the bottom bank protection stone, and are poured with mortar or fine stone concrete; a mechanical hoisting mode is adopted, the bottom layer bank protection stone is placed along the engineering axis, and the tenon is convex upwards; upward arranging upper-layer bank protection stones layer by turning 180 degrees, inserting the tenon and the tenon of the next layer into the mortise of the previous layer to form a convex hole nest (32), and realizing self-locking; constructing to a designed height H, wherein the tenon (31) of the uppermost revetment stone can be used as a revetment structure guardrail;
plugging a dike breach door: the bank protection stone can be manufactured on site or prefabricated in factories and transported to an emergency construction site, and meanwhile, sufficient gravel is prepared; according to the hoisting mechanical capacity, a single bank protection stone block or a plurality of bank protection stone self-locking associations (51) are rapidly and directly placed at the breach door along the axis of the dam to form a stable barrier, and then gravels (52) are rapidly accumulated on two sides of the stable barrier until the breach plugging of the dam is completed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210157240.7A CN114541326A (en) | 2022-02-21 | 2022-02-21 | Self-locking type revetment stone prepared from yellow river silt and use method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210157240.7A CN114541326A (en) | 2022-02-21 | 2022-02-21 | Self-locking type revetment stone prepared from yellow river silt and use method thereof |
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| CN114541326A true CN114541326A (en) | 2022-05-27 |
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| CN202210157240.7A Pending CN114541326A (en) | 2022-02-21 | 2022-02-21 | Self-locking type revetment stone prepared from yellow river silt and use method thereof |
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| US20090301028A1 (en) * | 2008-03-07 | 2009-12-10 | Steven Pfoff | Method for constructing cultured stone block buildings |
| CN106436642A (en) * | 2016-10-26 | 2017-02-22 | 南昌大学 | Assembly type rolled recycled aggregate concrete revetment |
| CN107675676A (en) * | 2017-09-21 | 2018-02-09 | 西南科技大学 | A kind of slope protection block and ecological interlock type antiscour ecological revetment |
| CN109516754A (en) * | 2018-12-14 | 2019-03-26 | 北京市住宅产业化集团股份有限公司 | A kind of light phase transition air entrained concrete, masonry wall and its construction method |
| CN208844502U (en) * | 2018-09-06 | 2019-05-10 | 中国科学院地理科学与资源研究所 | A kind of Reef in Chinese South Sea ecological bank protection structure based on porous block stone |
| CN210316179U (en) * | 2019-05-20 | 2020-04-14 | 李志文 | Assembled building block and assembled building block lock anchor wall building system |
| CN212956364U (en) * | 2020-06-22 | 2021-04-13 | 浙江远坤工程管理有限公司 | Water conservancy dam body additional strengthening |
| CN113356138A (en) * | 2021-06-10 | 2021-09-07 | 中国港湾工程有限责任公司 | Assembled prefabricated wave wall and construction method thereof |
| CN216765758U (en) * | 2022-02-21 | 2022-06-17 | 大连理工大学 | Self-locking type bank protection stone |
-
2022
- 2022-02-21 CN CN202210157240.7A patent/CN114541326A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20090301028A1 (en) * | 2008-03-07 | 2009-12-10 | Steven Pfoff | Method for constructing cultured stone block buildings |
| CN106436642A (en) * | 2016-10-26 | 2017-02-22 | 南昌大学 | Assembly type rolled recycled aggregate concrete revetment |
| CN107675676A (en) * | 2017-09-21 | 2018-02-09 | 西南科技大学 | A kind of slope protection block and ecological interlock type antiscour ecological revetment |
| CN208844502U (en) * | 2018-09-06 | 2019-05-10 | 中国科学院地理科学与资源研究所 | A kind of Reef in Chinese South Sea ecological bank protection structure based on porous block stone |
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| CN210316179U (en) * | 2019-05-20 | 2020-04-14 | 李志文 | Assembled building block and assembled building block lock anchor wall building system |
| CN212956364U (en) * | 2020-06-22 | 2021-04-13 | 浙江远坤工程管理有限公司 | Water conservancy dam body additional strengthening |
| CN113356138A (en) * | 2021-06-10 | 2021-09-07 | 中国港湾工程有限责任公司 | Assembled prefabricated wave wall and construction method thereof |
| CN216765758U (en) * | 2022-02-21 | 2022-06-17 | 大连理工大学 | Self-locking type bank protection stone |
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Application publication date: 20220527 |