CN1514068A - Dyke-dam structural body and its construction method - Google Patents
Dyke-dam structural body and its construction method Download PDFInfo
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- CN1514068A CN1514068A CNA031289754A CN03128975A CN1514068A CN 1514068 A CN1514068 A CN 1514068A CN A031289754 A CNA031289754 A CN A031289754A CN 03128975 A CN03128975 A CN 03128975A CN 1514068 A CN1514068 A CN 1514068A
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- stake
- configuration body
- dam configuration
- dividing plate
- campshed
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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
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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Abstract
A structure body for dam or dike is composed of piles, transverse beams and partitions. Said structure bodies are arranged row by row. The piles in adjacent rows are staggered. The adjacent piles are connected by transverse beam. The partition is arranged between adjacent piles in the first row near the water. Its advantages are high strength and low cost.
Description
(1) technical field
The present invention relates to the dam configuration and the job practices thereof of a kind of dam configuration body and job practices, especially a kind of stake.
(2) background technology
Common, the structure of dykes and dams is more single, and the dam configuration body that forms with different job practicess mainly contains following two kinds:
(1) dykes and dams of piling up with the method for rockfill dike, the dykes and dams piled up with pipe bag heap method for determining sand.There is following shortcoming in this dam configuration: be single dykes and dams 1,, structure is single; 2, because dykes and dams are prose style free from parallelism structures, with stone or the husky dykes and dams that form of pipe bag heap, the impact force that the dam configuration body can bear is little.Have following shortcoming on the job practices: 1, Shi Gong method is piled up stone or sandbag exactly, and the method for construction is more single; 2, because dykes and dams are prose style free from parallelism structures, construction the early stage needs explosion to squeeze to become silted up, and waits construction again behind the settlement stability, and construction period is longer, invests very big; 3, because the construction of this dam configuration body generally all needs to carry out on a large scale, can cause bigger pollution to water source or ocean.
(2) with the dykes and dams and the gravity retaining wall dykes and dams of drop shaft sinking construction, the dividing plate of and the water surface vertical with one of drop shaft sinking construction in the place that has a common boundary with bank figure or gravity retaining wall is set bankets the formation dykes and dams then in bank soil side.There is following shortcoming in this dam configuration: 1, the unreasonable structure of dykes and dams, utilize a dividing plate or retaining wall forms dykes and dams, and structure is more single; 2, because the intensity of dykes and dams mainly is the gravity of dividing plate or retaining wall itself and the pulling force of pull bar, and the intensity of dam configuration body is not high, the scope of application is narrow.Have following shortcoming on the job practices: 1, when building dividing plate or retaining wall, the difficulty of construction is big, and the investment of engineering is bigger; 2, described job practices construction speed is slow, and the cycle of construction is longer; 3, adopt this construction infection water source or marine environment.
There is more defective in the job practices of existing dam configuration body and dykes and dams, and the structure of dam configuration body and job practices await further improvement.
(3) summary of the invention
The dam configuration body structure is unreasonable in the prior art, intensity is not high in order to overcome, the deficiency that the cycle of the job practices of dykes and dams is long, investment is big, do not have the feature of environmental protection, the invention provides a kind of novel dam configuration body and job practices thereof, dykes and dams rational in infrastructure, intensity is high; The job practices cycle lacks, can reduce investment outlay, environmental protection is superior.
The technical solution adopted for the present invention to solve the technical problems is: a kind of dam configuration body, and the dam configuration body comprises stake, crossbeam, dividing plate; Described dam configuration body is branch row, and each arranges the described stake that distributes, a front-seat stake and adjacent row's an interlaced layout, and the stake of face is first campshed near water, away from first campshed is last campshed; Connect structure triangular in shape between the described adjacent studs by described crossbeam; Be provided with described dividing plate between described first campshed, described dividing plate is not less than bank soil.
Further, described stake is the tube stake.
Campshed in the middle of being distributed with between first campshed and the described last campshed
Further again, described dividing plate and described stake are tangent.
Further, described dividing plate is a sheet pile.
The job practices of described dam configuration body, adopted following steps:
(1) pours into a mould stake with the perforating device of stake;
(2) according to the length of dam configuration body, repeat the operation of (1), on same row, finish the cast of the stake of respective numbers;
(3) according to the requirement of dam configuration body intensity,, can finish other row's cast, back row's stake and the front-seat interlaced layout in stake position by described (1), (2) step;
(4) between described two stakes, pour into a mould crossbeam;
(5) repeat described (4) same operation, between adjacent stake, pour into a mould crossbeam, form triangular structure between the described crossbeam;
(6) finish the installation of the dividing plate between the adjacent studs in twos;
(7) described dividing plate bankets near bank soil side, and the soil layer height is identical with the dividing plate height.
Further, the described stake of described step (1) is the tube stake, with the perforating device pouring cylinder stake of tube stake, forms the hollow cylinder stake.
Further again, the described dividing plate of step (6) is a sheet pile, with the perforating device cast of sheet pile.
Further, the cast of described step (4) crossbeam can be unified cast after described stake all forms.
The beneficial effect of a kind of dam configuration body of the present invention and job practices thereof mainly shows: 1, described dam configuration body is branch row, each row distributes described, a front-seat stake and adjacent row's an interlaced layout, connect by described crossbeam between the described adjacent studs, structure is more reasonable; 2, constitute triangular structure between described stake and the described crossbeam, stake fixation on vertical plane, described crossbeam connects described tube stake on horizontal plane, strengthen connecting, and whole dam configuration body impact resistance is improved; 3, adopted described job practices, can carry out block construction, the cycle of construction can be less; 4, adopted this dam structure of carrying, it is easy that the construction of dykes and dams is compared; 5, the dykes and dams of same length adopt described job practices to reduce investment outlay; 5, the raw material that expend are few, and are more economical; 6, can not pollute water source or ocean, belong to the environmental type dykes and dams.
(4) description of drawings
Fig. 1 is the basic block diagram of the dam configuration body of three row's tube stakes.
Fig. 2 is the lateral view of the contour dam configuration body of three row's tube stakes.
Fig. 3 is the lateral view that end row's tube stake is lower than the dam configuration body of preceding two row's tube stakes.
Fig. 4 is the basic block diagram of the dam configuration body of two row's tube stakes.
Fig. 5 is the lateral view of the contour dam configuration body of two row's tube stakes.
Fig. 6 is the lateral view that back row's tube stake is lower than the dam configuration body of two front-seat row's tube stakes.
(5) specific embodiment
Below in conjunction with accompanying drawing the present invention is further described.
With reference to Fig. 1, Fig. 2, a kind of dam configuration body, dam configuration body comprise tube stake 1, crossbeam 2, dividing plate 3; The dam configuration body is divided into three rows, and each row distributes described 1, a front-seat tube stake and adjacent row's an interlaced layout, the tube stake of face is first campshed near water, away from first campshed be last campshed, connect structure triangular in shape between the adjacent cartridges stake 1 by crossbeam 2; Be provided with described dividing plate 3 between first campshed, dividing plate 3 is not less than bank soil.Dividing plate 3 between the tube stake is sheet piles, is tangent between sheet pile and the tube stake.The height of three row's tube stakes of dam configuration body is identical, in the tube stake road slab is set.Fig. 1 is the basic block diagram of the dam configuration body of three row's tube stakes, and Fig. 2 is the lateral view of the contour dam configuration body of three row's tube stakes.Described tube stake is bitubular stake, and its job practices is:
(1) pours into a mould the hollow cylinder stake with the perforating device of bitubular tube stake;
(2) according to the length of dam configuration body, repeat the operation of (1), on same row, finish the cast of the tube stake of respective numbers;
(3) according to the requirement of dam configuration body intensity,, can finish other two rows' cast, back row's stake and the front-seat interlaced layout in stake position by described (1), (2) step;
(4) between described two stakes, pour into a mould crossbeam;
(5) repeat described (4) same operation, between adjacent stake, pour into a mould crossbeam, form triangular structure between the described crossbeam;
(6) finish the installation of the dividing plate between the adjacent in twos tube stake;
(7) described dividing plate bankets near bank soil side, and the soil layer height is identical with the dividing plate height.
With reference to Fig. 1, Fig. 3, a kind of dam configuration body, dam configuration body comprise tube stake 1, crossbeam 2, dividing plate 3; The dam configuration body is divided into three rows, and each row distributes described 1, a front-seat tube stake and adjacent row's an interlaced layout, the tube stake of face is first campshed near water, away from first campshed be last campshed, connect structure triangular in shape between the adjacent cartridges stake by crossbeam 2; Be provided with described dividing plate 3 between first campshed, dividing plate 3 is not less than bank soil, and the dividing plate 3 between the tube stake is sheet piles, is tangent between sheet pile and the tube stake.End row's tube stake height will be lower than the height of preceding two row's tube stakes, in the tube stake road slab is set.Fig. 1 is the basic block diagram of the dam configuration body of three row's tube stakes, and Fig. 3 is the lateral view that end row's tube stake is lower than the dam configuration body of preceding two row's tube stakes.
With reference to figure 4, Fig. 5, a kind of dam configuration body, dam configuration body comprise tube stake 1, crossbeam 2, dividing plate 3; The dam configuration body is divided into two rows, and each arranges the described tube stake 1 that distributes, a front-seat stake and back row's a tube interlaced layout, the tube stake of face is first campshed near water, away from first campshed be last campshed, connect structure triangular in shape between the adjacent cartridges stake by crossbeam 2; Be provided with described dividing plate 3 between first campshed, dividing plate 3 is not less than bank soil, and the dividing plate 3 between the tube stake is sheet piles, is tangent between sheet pile and the tube stake.Back row's tube stake is contour with front-seat tube stake, and the tube stake is provided with road slab.Fig. 4 is the basic block diagram of the dam configuration body of two row's tube stakes, and Fig. 5 is the lateral view of the contour dam configuration body of two row's tube stakes.
With reference to figure 4, Fig. 6, a kind of dam configuration body, dam configuration body comprise tube stake 1, crossbeam 2, dividing plate 3; The dam configuration body is divided into two rows, and each arranges the described tube stake 1 that distributes, a front-seat stake and back row's a tube interlaced layout, the tube stake of face is first campshed near water, away from first campshed be last campshed, connect structure triangular in shape between the adjacent cartridges stake by crossbeam 2; Be provided with described dividing plate 3 between first campshed, dividing plate 3 is not less than bank soil, and the dividing plate 3 between the tube stake is sheet piles, is tangent between described sheet pile and the tube stake.Back row's tube stake is lower than the height of front-seat tube stake, in the tube stake road slab is set.Fig. 4 is the basic block diagram of the dam configuration body of two row's tube stakes, and Fig. 6 is the lateral view that back row's tube stake is lower than the dam configuration body of two front-seat row's tube stakes.
Claims (10)
1, a kind of dam configuration body is characterized in that:
Described dam configuration body comprises stake, crossbeam, dividing plate;
Described dam configuration body is branch row, and each arranges the described stake that distributes, a front-seat stake and adjacent row's an interlaced layout, and the stake of face is first campshed near water, away from first campshed is last campshed;
Connect structure triangular in shape between the described adjacent studs by described crossbeam;
Be provided with described dividing plate between described first campshed, described dividing plate is not less than bank soil.
2, a kind of dam configuration body as claimed in claim 1 is characterized in that described stake is the tube stake.
3, a kind of dam configuration body as claimed in claim 1, campshed in the middle of it is characterized in that being distributed with between described first campshed and the described last campshed.
4, a kind of dam configuration body as claimed in claim 1 is characterized in that described dividing plate and described stake are tangent.
5, as the described a kind of dam configuration body of one of claim 1-4, it is characterized in that described described dividing plate is a sheet pile.
6, dam configuration body as claimed in claim 1 is characterized in that other campshed that is higher than of described first campshed.
7, a kind of job practices of dam configuration body as claimed in claim 1 is characterized in that having adopted following steps:
(1) pours into a mould stake with the perforating device of stake;
(2) according to the length of dam configuration body, repeat the operation of (1), on same row, finish the cast of the stake of respective numbers;
(3) according to the requirement of dam configuration body intensity,, can finish other row's cast, back row's stake and the front-seat interlaced layout in stake position by described (1), (2) step;
(4) between described two stakes, pour into a mould crossbeam;
(5) repeat described (4) same operation, between adjacent stake, pour into a mould crossbeam, form triangular structure between the described crossbeam;
(6) finish the installation of the dividing plate between the adjacent studs in twos;
(7) described dividing plate bankets near bank soil side, and the soil layer height is identical with the dividing plate height.
8, the job practices of a kind of dam configuration body as claimed in claim 7 is characterized in that the described stake of described step (1) is the tube stake, with the perforating device pouring cylinder stake of tube stake, forms the hollow cylinder stake.
9, the job practices of a kind of dam configuration body as claimed in claim 7 is characterized in that the described dividing plate of step (6) is a sheet pile, with the perforating device cast of sheet pile.
10, the job practices of a kind of dam configuration body as claimed in claim 7, the cast that it is characterized in that described step (4) crossbeam are unified cast after stake all forms.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA031289754A CN1514068A (en) | 2003-05-28 | 2003-05-28 | Dyke-dam structural body and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA031289754A CN1514068A (en) | 2003-05-28 | 2003-05-28 | Dyke-dam structural body and its construction method |
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| Publication Number | Publication Date |
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| CN1514068A true CN1514068A (en) | 2004-07-21 |
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| CNA031289754A Pending CN1514068A (en) | 2003-05-28 | 2003-05-28 | Dyke-dam structural body and its construction method |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101892650A (en) * | 2010-06-11 | 2010-11-24 | 浙江海桐高新工程技术有限公司 | Combined type seawall and construction method thereof |
| CN102383417A (en) * | 2011-09-28 | 2012-03-21 | 马文旭 | Combined framework pile |
| CN105040639A (en) * | 2015-08-28 | 2015-11-11 | 中水北方勘测设计研究有限责任公司 | Power station tail water channel retaining wall used on medium-thickness sand gravel foundation and construction method of power station tail water channel retaining wall |
| CN106836130A (en) * | 2017-02-10 | 2017-06-13 | 合肥学院 | A kind of dykes and dams based on junked tire inrush and block up multiple construction method |
-
2003
- 2003-05-28 CN CNA031289754A patent/CN1514068A/en active Pending
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101892650A (en) * | 2010-06-11 | 2010-11-24 | 浙江海桐高新工程技术有限公司 | Combined type seawall and construction method thereof |
| CN101892650B (en) * | 2010-06-11 | 2012-07-04 | 浙江海桐高新工程技术有限公司 | Combined type seawall and construction method thereof |
| CN102383417A (en) * | 2011-09-28 | 2012-03-21 | 马文旭 | Combined framework pile |
| CN102383417B (en) * | 2011-09-28 | 2014-08-27 | 广州中煤江南基础工程公司 | Combined framework pile |
| CN105040639A (en) * | 2015-08-28 | 2015-11-11 | 中水北方勘测设计研究有限责任公司 | Power station tail water channel retaining wall used on medium-thickness sand gravel foundation and construction method of power station tail water channel retaining wall |
| CN105040639B (en) * | 2015-08-28 | 2017-03-29 | 中水北方勘测设计研究有限责任公司 | For power plant tail water canal barricade and its construction method on the basis of intermediate gauge sand gravel |
| CN106836130A (en) * | 2017-02-10 | 2017-06-13 | 合肥学院 | A kind of dykes and dams based on junked tire inrush and block up multiple construction method |
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