CN104314044A - Dam body structure formed by combining and fixing wall blocks and piles - Google Patents
Dam body structure formed by combining and fixing wall blocks and piles Download PDFInfo
- Publication number
- CN104314044A CN104314044A CN201410415675.2A CN201410415675A CN104314044A CN 104314044 A CN104314044 A CN 104314044A CN 201410415675 A CN201410415675 A CN 201410415675A CN 104314044 A CN104314044 A CN 104314044A
- Authority
- CN
- China
- Prior art keywords
- dam body
- wall block
- pile
- body wall
- dam
- 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
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Classifications
-
- 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
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
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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
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
- E02B3/106—Temporary dykes
-
- 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
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The invention relates to a dam body structure formed by combining and fixing wall blocks and piles and aims at speeding up dam construction and realizing emergency reinforcement. The invention adopts the technical scheme that the dam body structure comprises the dam body wall blocks, the piles, plane mats and side gap mats, wherein a group of vertical through holes is formed in each dam body wall block, a groove and a heave are respectively arranged on the side faces of each dam body wall block, and the heave corresponds to the groove; a cone is arranged at the front end of each pile, and the diameter of the pile corresponds to the group of vertical through holes formed in each dam body wall block; therefore, in the dam body structure formed by combining and fixing the wall blocks and piles, the dam body wall blocks are positioned by the piles and gaps among the dam body wall blocks are filled with the plane mats and the side gap mats. The dam body structure has the beneficial effects of simple structure, convenience in dismounting and mounting and convenience in construction and is suitable for dam construction of water conservancy facilities such as ponds and reservoirs.
Description
Technical field
The present invention relates to hydraulic engineering construction field, particularly relate to the dam structure that the combination of a kind of wall block pile is fixing.
Background technology
Traditional dykes and dams are piled up to construct by earth, stone to form mostly, and to flood season, flood arrives, and water level goes up, and this soil, bank of stone dam, in the impact of flood with under soaking, are easy to produce piping, cause the generation of dam-break accident, cause floods.Secondly, rainwater comes, particularly heavy rain, torrential rain, because do not have their container of splendid attire, can only they flow over arbitrarily soon.And the water resource of these preciousnesses is basic means of production of cultivation, pouring, drought resisting, how in today that water pump is universal, set up water storage container fast, before rainwater does not develop into flood, splendid attire they, be one of the intent of the present invention.Further, the basic water source of pipeline is not even filled in some desert areas, the invention provides operation convenient.
The invention provides a kind of novel dam structure, its dam body element structure is simple, easy making, can realize factorial praluction, and the construction of dykes and dams is just as playing with building blocks, easily build readily removable, simply, easily, fast, because pile squeezes into ground, so the dykes and dams built up are firm, stable, eliminate the hidden danger of piping, dam break, for the construction of dykes and dams and reinforcement for rushing danger, there is realistic meaning.
Summary of the invention
Instant invention overcomes shortcoming of the prior art, provide the dam structure that the combination of a kind of wall block pile is fixing, its simple structure, easy accessibility, is easy to factorial praluction, and the dam body being applicable to the water conservancy projects such as pond, reservoir is built.
The technical scheme that the present invention realizes goal of the invention employing is: the dam structure that a kind of wall block pile combination is fixing, this structure comprises: one group of dam body wall block, one group of pile, one group of planar pad and sideshake pad, dam body wall block is provided with the through hole that one group of vertical direction is arranged, dam body wall block side arranges groove and projection respectively, protruding corresponding with groove, pile front end is cone, pile diameter is corresponding with the through hole of one group of vertical direction that dam body wall block is arranged, form dam body wall block to locate through pile, the wall block pile of being filled gap between dam body wall block by planar pad and sideshake pad combines fixing dam structure.
It is corresponding with through hole that pile is set with tapered sleeve, and tapered sleeve is soft stuffing material; The shape of planar pad is corresponding with dam body wall block lower planes, and the shape of sideshake pad is corresponding with the male and fomale(M&F) of dam body wall block two sides; Planar pad and sideshake pad are that cement mortar class or silica type constructional materials are made.
Below in conjunction with accompanying drawing and detailed description of the invention, the invention will be further described.
Accompanying drawing explanation
Fig. 1 is dam body wall block front view of the present invention;
Fig. 2 is dam body wall block top view of the present invention;
Fig. 3 is planar pad front view of the present invention;
Fig. 4 is sideshake pad front view of the present invention;
Fig. 5 is sideshake pad top view of the present invention.
In figure, dam body wall block 1, through hole 1-1, groove 1-2, protruding 1-3, pile 2, tapered sleeve 3, planar pad 4, sideshake pad 5.
Detailed description of the invention
The dam structure that a kind of wall block pile combination is fixing, this structure comprises: one group of dam body wall block 1, one group of pile 2, one group of planar pad 4 and sideshake pad 5, dam body wall block 1 is provided with the through hole 1-1 that one group of vertical direction is arranged, dam body wall block 1 side arranges groove 1-2 and protruding 1-3 respectively, protruding 1-3 is corresponding with groove 1-2, pile 2 front end is cone, pile 2 diameter is corresponding with the through hole 1-1 of one group of vertical direction that dam body wall block 1 is arranged, form dam body wall block 1 to locate through pile 2, the wall block pile of being filled gap between dam body wall block 1 by planar pad 4 and sideshake pad 5 combines fixing dam structure.
It is corresponding with through hole 1-1 that pile 2 is set with tapered sleeve 3, and tapered sleeve 3 is soft stuffing material; The shape of planar pad 4 is corresponding with dam body wall block 1 lower planes; The shape of described sideshake pad 5 is corresponding with the male and fomale(M&F) of dam body wall block 1 two sides; Planar pad 4 and sideshake pad 5 are made for cement mortar class or silica type constructional materials.
Embodiment, first by dam body wall block 1, pile 2, tapered sleeve 3 at factory for prefabrication's Prefabricated, material can be cement products, also can be the obsolete material composite article with some strength, according to different occasion and need to carry out choose reasonable.During construction, at the scene the through hole 1-1 of pile 2 along dam body wall block 1 is driven piles to ground, during to certain depth, block the gap between pile 2 and dam body wall block 1 through hole 1-1 with tapered sleeve 3, make dam body wall block 1, pile 2 combines firmly, prevent infiltration.Whole dam structure is made up of several dam body wall blocks 1, pile 2, tapered sleeve 3, planar pad 4, sideshake pad 5, stragglyly between dam body wall block 1 to combine in an orderly manner, the gap of the concavo-convex bonding surface of plane and side is filled by planar pad 4 and sideshake pad 5, location is connected with pile about 2, the gap between dam body wall block 1 through hole 1-1 and pile 2 is filled with tapered sleeve 3, form firmly dam structure, resist the etch of water body.
Claims (5)
1. the dam structure that a wall block pile combination is fixing, it is characterized in that, this structure comprises: one group of dam body wall block (1), one group of pile (2), one group of planar pad (4) and sideshake pad (5), described dam body wall block (1) is provided with the through hole (1-1) that one group of vertical direction is arranged, described dam body wall block (1) side arranges groove (1-2) and protruding (1-3) respectively, the projection (1-3) that described dam body wall block (1) side is arranged is corresponding with groove (1-2), described pile (2) front end is cone, the diameter of described pile (2) is corresponding with the through hole (1-1) of the upper one group of vertical direction arranged of dam body wall block (1), form dam body wall block (1) to locate through pile (2), the wall block pile of being filled gap between dam body wall block (1) by planar pad (4) and sideshake pad (5) combines fixing dam structure.
2. the dam structure that a kind of wall block pile combination according to claim 1 is fixing, it is characterized in that, it is corresponding with described through hole (1-1) that described pile (2) is set with tapered sleeve (3).
3. the dam structure that a kind of wall block pile combination according to claim 1 is fixing, it is characterized in that, described tapered sleeve (3) is elastic filling material.
4. the dam structure that a kind of wall block pile combination according to claim 1 is fixing, it is characterized in that, the shape of described planar pad (4) is corresponding with dam body wall block (1) lower planes; The shape of described sideshake pad (5) is corresponding with the male and fomale(M&F) of dam body wall block (1) two sides.
5. the dam structure that a kind of wall block pile combination according to claim 1 is fixing, is characterized in that, described planar pad (4) and sideshake pad (5) are made for cement mortar class or silica type constructional materials.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410415675.2A CN104314044A (en) | 2014-08-22 | 2014-08-22 | Dam body structure formed by combining and fixing wall blocks and piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410415675.2A CN104314044A (en) | 2014-08-22 | 2014-08-22 | Dam body structure formed by combining and fixing wall blocks and piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104314044A true CN104314044A (en) | 2015-01-28 |
Family
ID=52369345
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410415675.2A Pending CN104314044A (en) | 2014-08-22 | 2014-08-22 | Dam body structure formed by combining and fixing wall blocks and piles |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104314044A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105780725A (en) * | 2016-05-18 | 2016-07-20 | 周进 | Overwater embankment building method |
| CN108930250A (en) * | 2018-07-19 | 2018-12-04 | 杭州电子科技大学 | A kind of dyke protection device and its anti-flood cut-off method with anti-flood cut-off function |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS58168705A (en) * | 1982-03-31 | 1983-10-05 | Ishikawajima Harima Heavy Ind Co Ltd | Concrete protective wall for revetment, etc. |
| CN2412925Y (en) * | 2000-01-31 | 2001-01-03 | 容文添 | Dike-closing and dam-building member for irrigation works |
| CN201065525Y (en) * | 2007-05-27 | 2008-05-28 | 王宏宇 | Precast concrete board combined dyke |
| CN101761051A (en) * | 2009-12-23 | 2010-06-30 | 春晓 | Assembled water pocket dam body |
| CN101768942A (en) * | 2008-12-28 | 2010-07-07 | 李新民 | Combined plastic dam |
| CN201526029U (en) * | 2009-10-12 | 2010-07-14 | 黄河水利委员会河南黄河河务局 | Assembled movable non-disaster dam |
-
2014
- 2014-08-22 CN CN201410415675.2A patent/CN104314044A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS58168705A (en) * | 1982-03-31 | 1983-10-05 | Ishikawajima Harima Heavy Ind Co Ltd | Concrete protective wall for revetment, etc. |
| CN2412925Y (en) * | 2000-01-31 | 2001-01-03 | 容文添 | Dike-closing and dam-building member for irrigation works |
| CN201065525Y (en) * | 2007-05-27 | 2008-05-28 | 王宏宇 | Precast concrete board combined dyke |
| CN101768942A (en) * | 2008-12-28 | 2010-07-07 | 李新民 | Combined plastic dam |
| CN201526029U (en) * | 2009-10-12 | 2010-07-14 | 黄河水利委员会河南黄河河务局 | Assembled movable non-disaster dam |
| CN101761051A (en) * | 2009-12-23 | 2010-06-30 | 春晓 | Assembled water pocket dam body |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105780725A (en) * | 2016-05-18 | 2016-07-20 | 周进 | Overwater embankment building method |
| CN108930250A (en) * | 2018-07-19 | 2018-12-04 | 杭州电子科技大学 | A kind of dyke protection device and its anti-flood cut-off method with anti-flood cut-off function |
| CN108930250B (en) * | 2018-07-19 | 2020-05-19 | 杭州电子科技大学 | Flood fighting closure method |
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