CN105484199A - Dam structure and construction method thereof - Google Patents
Dam structure and construction method thereof Download PDFInfo
- Publication number
- CN105484199A CN105484199A CN201510992037.1A CN201510992037A CN105484199A CN 105484199 A CN105484199 A CN 105484199A CN 201510992037 A CN201510992037 A CN 201510992037A CN 105484199 A CN105484199 A CN 105484199A
- Authority
- CN
- China
- Prior art keywords
- cover die
- cement
- rebars
- steel mesh
- stone
- 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.)
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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
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
-
- 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
- E02B3/128—Coherent linings made on the spot, e.g. cast in situ, extruded on the spot
Abstract
The invention discloses a dam structure which comprises a ladder-shaped ground structure, pipe piles, sleeve molds and net-shaped steel rebars. The pipe piles are fixedly inserted into the ladder-shaped ground structure layer by layer and provided with reserved portions exposed out of the ground. The bottoms of the sleeve molds are provided with fixing insertion holes. The tops of the sleeve molds are each provided with multiple rebar insertion holes. The sleeve molds are filled with a sand, stone and cement mixture. The net-shaped rebars comprise the longitudinal rebars and the traverse rebars. The longitudinal rebars are inserted into the rebar insertion holes in the tops of the sleeve molds. The transverse rebars and the longitudinal rebars are connected in a binding manner or welded. Cement layers are laid on the net-shaped rebars. The construction method of the dam structure includes the following steps of firstly, piling, secondly, sleeve mold locating, thirdly, float sludge cleaning, fourthly, sleeve mold filling, fifthly, rebar laying, sixthly, solidification and integral connection and seventhly, cement layer laying. Compared with the prior art, the dam structure and the construction method have the advantages that mice and ants are prevented effectively, cost spent on workers and materials is saved, and the dam structure is low in manufacturing cost, long in service life, safe, practical, stable, free of building a wall, convenient to use and fast.
Description
Technical field
The present invention relates to dam configuration, particularly relate to a kind of dam configuration and construction method thereof.
Background technology
Traditional dam configuration adopts the stone method of building a wall to pile up to form, have between stone every gap, service time has been grown, and slowly there will be breach, can not effectively prevent the animals such as snake, mouse, ant nest to dykes and dams make knot form destroy, simultaneously, adopt construction dykes and dams cost in this way high, efficiency is low, structural instability, application life is short, even there is potential safety hazard.
Summary of the invention
The present invention is to solve above-mentioned deficiency, provides a kind of dam configuration and construction method thereof.
Above-mentioned purpose of the present invention is realized by following technical scheme: a kind of dam configuration, it is characterized in that: comprise stepped earth construction, pile tube, cover die and steel mesh reinforcement, described pile tube is successively fixing to be inserted on stepped earth construction, and is provided with the reserved portion of basseting; Be provided with fixed jack bottom described cover die, top is provided with several reinforcing bar jacks, and cover die inside is filled with sand, stone, cement admixture; Described steel mesh reinforcement comprises longitudinal rib and horizontal bar, and longitudinal rib inserts the reinforcing bar jack at cover die top, and horizontal bar and longitudinal rib are tied up and be connected or weld; Described steel mesh reinforcement is equipped with cement layer.
A construction method for dam configuration, is characterized in that: comprise the following steps:
(1) drive piles: on dykes and dams, dig out stepped earth construction, squeeze into timber or cement pipe pile by pile driver on every layer of ladder, the length that 15-25cm is reserved at pile tube top is basseted;
(2) cover die location: make the cover die with cavity, and fixed jack is set in cover die bottom centre, fixed jack at the bottom of cover die is aimed at timber or cement pipe pile, then cover die is inserted in timber or cement pipe pile top reserved part, makes timber or cement pipe pile stretch into cover die cavity;
(3) mud scum is cleared up: adopt giant to rinse in cover die, make the automatic emersion of the mud scum in cover die;
(4) cover die is filling: adopt bottle placer sand, stone, cement are filled in cover die, because the physique of sandstone cement is than mud scum waste residue weight, time filling, mud scum waste residue constantly rises, to be filled expire after, cover die cavity discharged automatically by mud scum waste residue;
(5) lay reinforcing bar: the sand in cover die cavity, stone, the cement solidifies before, some the longitudinal reinforcements inserting cover die cavity are set at cover die top, and arrange some and mutually tie up with longitudinal reinforcement the transverse reinforcement being connected or welding, form steel mesh reinforcement structure;
(6) solidify disjunctor: until the sand in cover die cavity, stone, the cement solidifies after, cover die and pile tube, steel mesh reinforcement structure are all connected as a single entity;
(7) cement layer is laid: on steel mesh reinforcement, lay cement layer, namely complete construction.
The present invention's advantage is compared with prior art: dam configuration of the present invention effectively prevents mouse, ant, and save the cost of workman and material, cost is low, and the life-span is long, safety, practical, firmly, need not build a wall, convenient and swift.
Accompanying drawing explanation
Fig. 1 is side structure schematic diagram of the present invention.
Fig. 2 is Facad structure schematic diagram of the present invention.
Fig. 3 is the structural representation of cover die in the present invention.
Fig. 4 is construction process schematic diagram of the present invention.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention is described in further detail.
As shown in Figure 1, Figure 2 and Figure 3, a kind of dam configuration, comprises stepped earth construction 1, pile tube 2, cover die 3 and steel mesh reinforcement 4, and described pile tube 2 is successively fixing to be inserted on stepped earth construction 1, and is provided with the reserved portion 2-1 basseted; Be provided with fixed jack 3-1 bottom described cover die 3, top is provided with several reinforcing bar jacks 3-2, and cover die 3 inside is filled with sand, stone, cement admixture; Described steel mesh reinforcement 4 comprises longitudinal rib 4-1 and horizontal bar 4-2, and longitudinal rib 4-1 inserts the reinforcing bar jack 3-2 at cover die 3 top, and horizontal bar 4-2 and longitudinal rib 4-1 tie up and be connected or weld; Described steel mesh reinforcement 4 is equipped with cement layer.
As shown in Figure 4, a kind of construction method of dam configuration, comprises the following steps:
(1) drive piles: on dykes and dams, dig out stepped earth construction 1, squeeze into timber or cement pipe pile 2 by pile driver on every layer of ladder, the length that 15-25cm is reserved at pile tube 2 top is basseted;
(2) cover die location: make the cover die 3 with cavity, and fixed jack 3-1 is set in cover die 3 bottom centre, cover die 3 end fixed jack 3-1 is aimed at timber or cement pipe pile 2, then cover die 3 is inserted in timber or cement pipe pile 2 top to reserve portion 2-1 and divide, makes timber or cement pipe pile 2 stretch into cover die 3 cavity;
(3) mud scum is cleared up: adopt giant toward cover die 3 li flushing, make the automatic emersion of the mud scum in cover die 3;
(4) cover die is filling: adopt bottle placer sand, stone, cement are filled to cover die 3 li, because the physique of sandstone cement is than mud scum waste residue weight, time filling, mud scum waste residue constantly rises, to be filled expire after, cover die 3 cavity discharged automatically by mud scum waste residue;
(5) lay reinforcing bar: sand, stone in cover die 3 cavity, the cement solidifies before, some the longitudinal reinforcements inserting cover die 3 cavity are set at cover die 3 top, and arrange some and mutually tie up with longitudinal reinforcement the transverse reinforcement being connected or welding, form steel mesh reinforcement 4 structure;
(6) solidify disjunctor: until sand, the stone in cover die 3 cavity, the cement solidifies after, cover die 3 and pile tube 2, steel mesh reinforcement 4 structure are all connected as a single entity;
(7) cement layer is laid: on steel mesh reinforcement 4, lay cement layer 5, namely complete construction.
The foregoing is only embodiments of the invention; not thereby the scope of the claims of the present invention is limited; every utilize manual of the present invention and accompanying drawing content to do equivalent structure or equivalent flow process conversion; or be directly or indirectly used in other relevant technical fields, be all in like manner included in scope of patent protection of the present invention.
Claims (2)
1. a dam configuration, is characterized in that: comprise stepped earth construction, pile tube, cover die and steel mesh reinforcement, and described pile tube is successively fixing to be inserted on stepped earth construction, and is provided with the reserved portion of basseting; Be provided with fixed jack bottom described cover die, top is provided with several reinforcing bar jacks, and cover die inside is filled with sand, stone, cement admixture; Described steel mesh reinforcement comprises longitudinal rib and horizontal bar, and longitudinal rib inserts the reinforcing bar jack at cover die top, and horizontal bar and longitudinal rib are tied up and be connected or weld; Described steel mesh reinforcement is equipped with cement layer.
2. a construction method for dam configuration, is characterized in that: comprise the following steps:
(1) drive piles: on dykes and dams, dig out stepped earth construction, squeeze into timber or cement pipe pile by pile driver on every layer of ladder, the length that 15-25cm is reserved at pile tube top is basseted;
(2) cover die location: make the cover die with cavity, and fixed jack is set in cover die bottom centre, fixed jack at the bottom of cover die is aimed at timber or cement pipe pile, then cover die is inserted in timber or cement pipe pile top reserved part, makes timber or cement pipe pile stretch into cover die cavity;
(3) mud scum is cleared up: adopt giant to rinse in cover die, make the automatic emersion of the mud scum in cover die;
(4) cover die is filling: adopt bottle placer sand, stone, cement are filled in cover die, because the physique of sandstone cement is than mud scum waste residue weight, time filling, mud scum waste residue constantly rises, to be filled expire after, cover die cavity discharged automatically by mud scum waste residue;
(5) lay reinforcing bar: the sand in cover die cavity, stone, the cement solidifies before, some the longitudinal reinforcements inserting cover die cavity are set at cover die top, and arrange some and mutually tie up with longitudinal reinforcement the transverse reinforcement being connected or welding, form steel mesh reinforcement structure;
(6) solidify disjunctor: until the sand in cover die cavity, stone, the cement solidifies after, cover die and pile tube, steel mesh reinforcement structure are all connected as a single entity;
(7) cement layer is laid: on steel mesh reinforcement, lay cement layer, namely complete construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510992037.1A CN105484199B (en) | 2015-12-28 | 2015-12-28 | A kind of dam configuration and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510992037.1A CN105484199B (en) | 2015-12-28 | 2015-12-28 | A kind of dam configuration and its construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105484199A true CN105484199A (en) | 2016-04-13 |
| CN105484199B CN105484199B (en) | 2017-09-22 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510992037.1A Active CN105484199B (en) | 2015-12-28 | 2015-12-28 | A kind of dam configuration and its construction method |
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| CN (1) | CN105484199B (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3530049A1 (en) * | 1985-08-22 | 1987-02-26 | Hans Reinschuetz | PRE-MADE CONCRETE HANGSTONE |
| CN1512011A (en) * | 2002-12-30 | 2004-07-14 | 中国科学院地质与地球物理研究所 | Layered net type steel bar stone cage barricade for reinforcing slope |
| CN103866776A (en) * | 2014-04-09 | 2014-06-18 | 湖北工业大学 | Gabion wall ecology slope protection method of construction waste |
| CN103993580A (en) * | 2014-05-22 | 2014-08-20 | 嘉兴市五丰水泥制品制造有限公司 | River way retaining wall |
| CN104790346A (en) * | 2015-05-08 | 2015-07-22 | 陈洪凯 | Reservoir hydro-fluctuation belt bank slope protection pine pile-gabion box combined plant-growing retaining wall |
| CN104947628A (en) * | 2015-05-14 | 2015-09-30 | 赵宏祥 | Ecological engineering method based on gabion fixed bags with lugs |
| CN105178338A (en) * | 2015-08-21 | 2015-12-23 | 中国电建集团贵阳勘测设计研究院有限公司 | Soil slope protecting structure and protecting method thereof |
| CN205444093U (en) * | 2015-12-28 | 2016-08-10 | 陈桂腾 | Bank structure |
-
2015
- 2015-12-28 CN CN201510992037.1A patent/CN105484199B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3530049A1 (en) * | 1985-08-22 | 1987-02-26 | Hans Reinschuetz | PRE-MADE CONCRETE HANGSTONE |
| CN1512011A (en) * | 2002-12-30 | 2004-07-14 | 中国科学院地质与地球物理研究所 | Layered net type steel bar stone cage barricade for reinforcing slope |
| CN103866776A (en) * | 2014-04-09 | 2014-06-18 | 湖北工业大学 | Gabion wall ecology slope protection method of construction waste |
| CN103993580A (en) * | 2014-05-22 | 2014-08-20 | 嘉兴市五丰水泥制品制造有限公司 | River way retaining wall |
| CN104790346A (en) * | 2015-05-08 | 2015-07-22 | 陈洪凯 | Reservoir hydro-fluctuation belt bank slope protection pine pile-gabion box combined plant-growing retaining wall |
| CN104947628A (en) * | 2015-05-14 | 2015-09-30 | 赵宏祥 | Ecological engineering method based on gabion fixed bags with lugs |
| CN105178338A (en) * | 2015-08-21 | 2015-12-23 | 中国电建集团贵阳勘测设计研究院有限公司 | Soil slope protecting structure and protecting method thereof |
| CN205444093U (en) * | 2015-12-28 | 2016-08-10 | 陈桂腾 | Bank structure |
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| CN105484199B (en) | 2017-09-22 |
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