CN102587326B - Leak-proof reinforced prefabricated part of flood control dam - Google Patents
Leak-proof reinforced prefabricated part of flood control dam Download PDFInfo
- Publication number
- CN102587326B CN102587326B CN201110004970.5A CN201110004970A CN102587326B CN 102587326 B CN102587326 B CN 102587326B CN 201110004970 A CN201110004970 A CN 201110004970A CN 102587326 B CN102587326 B CN 102587326B
- Authority
- CN
- China
- Prior art keywords
- tiger
- jaw
- plate body
- leak
- reinforcing bar
- 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.)
- Expired - Fee Related
Links
Landscapes
- Revetment (AREA)
Abstract
The object of the invention is to provide a kind of leak-proof reinforced prefabricated part of flood control dam, it is characterized in that, described plate body two ends be provided with connect tiger's jaw head, tiger's jaw chamber and tiger's jaw, on plate body, joint face is provided with connection bump bar, and lower joint face is provided with connecting groove structure.All joint faces of described joint face tiger's jaw chamber, tiger's jaw, upper joint face raised item and lower joint face connecting groove structure are with the elastic layer of joining of one deck.Whole prefabricated component reinforced concrete is made.Prefabricated component center accompanies one deck leakproof central partition plate.Described prefabricated component tiger's jaw head is connected with an other prefabricated component tiger's jaw head and adopts cast-in-place filling bicylindrical reinforced concrete to connect, the flood control leak-proof reinforced wall that described prefabricated component is formed, feature has that structure is simple, production and processing convenient and have leakproof of controlling flood preferably, antidetonation, Resisting fractre and anti-effect of expanding with heat and contract with cold.
Description
(1) art
The present invention relates to a kind of reinforcing prefabricated component, particularly relate to a kind of leak-proof reinforced prefabricated part of flood control dam.
(2) background technology
For a long time China to spend huge sums at flood-fighting front repair flood control dam and leak-proof reinforced process on, but effect all can not get effective improvement; Dykes and dams are caused the phenomenons such as the permeable certainly dam of dykes and dams still often to occur by the plague of insects as ant Durchgangshohle.In the process of flood control dam leak-proof reinforced, China does not also have effective measures at present and implements very large difficulty, particularly, dykes and dams that dykes and dams just different longer at embankment is difficult to carry out especially.Such as Changjiang main dyke two sides total length greatly about about myriametre, dykes and dams height in two sides is different, also needs low lying areas at the bottom of dam to carry out adding the troublesome work such as pile when implementing the measure of leak-proof reinforced; And some places all to exceed at the bottom of existing ground or river to reinforce to flood control dam especially and bring difficulty.Thus current, China's urgent need a kind ofly effectively will overcome the processing method of improvement flood control dam antiseep reinforcing to effect a radical cure the generation that flood control dam leakproof causes the events such as the flood burst the dam.
(3) summary of the invention
The object of the invention is to provide a kind of leak-proof reinforced prefabricated part of flood control dam, it is characterized in that, described plate body two ends be provided with connect tiger's jaw head, tiger's jaw chamber and tiger's jaw, on plate body, joint face is provided with connection bump bar, and lower joint face is provided with connecting groove structure.All joint faces of described joint face tiger's jaw chamber, tiger's jaw, upper joint face raised item and lower joint face connecting groove structure are with the elastic cementing layer of one deck.Whole prefabricated component reinforced concrete is made.Prefabricated component center accompanies one deck leakproof central partition plate.Described prefabricated component tiger's jaw head is connected with another prefabricated component tiger's jaw head and adopts cast-in-place filling bicylindrical reinforced concrete to connect, the flood control leak-proof reinforced wall that described prefabricated component is formed, feature has that structure is simple, production and processing convenient and have leakproof of controlling flood preferably, antidetonation, Resisting fractre and anti-effect of expanding with heat and contract with cold.
The present invention implements like this: described leak-proof reinforced prefabricated part of flood control dam is formed primarily of leakproof intermediate interlayer, reinforcing bar, plate body and elasticity cementing layer, it is characterized in that: the two ends, left and right of plate body are provided with tiger's jaw head, be provided with in tiger's jaw head and adopt cast-in-place tiger's jaw chamber and the tiger's jaw of filling with connection.Described plate body top is provided with the connection bump for rabbeting, and plate body bottom is provided with the connecting groove structure embedded for connection bump.Described plate body center is provided with one piece of leakproof intermediate interlayer, and intermediate interlayer is provided with the circular hole for making reinforcing bar pass.Described U-shaped reinforcing bar is through two ends electric welding and reinforcement welding after circular hole.Plate body is that reinforced concrete cast is formed, and described left and right, up and down all joint face glue are with one deck band elasticity cementing layer.
(4) accompanying drawing explanation
Fig. 1, be that the present invention is connected main pseudosection.
Fig. 2, be that the present invention combines top plan view.
Fig. 2, be that the present invention combines top plan view.
Fig. 3, be tiger's jaw head of the present invention and reinforcement placement figure.
Fig. 4, be the connection diagram up and down of plate body of the present invention and plate body.
In figure: 1 connection bump, 2 leakproof intermediate interlayers, 3 bicylindrical pins, 4 circular holes, 5 reinforcing bars, 6 plate bodys, 7 tiger's jaw heads, 8 tiger's jaw chambeies, 9 tiger's jaws, 10 elasticity cementing layers, 11 electric welding, 12U steel bar, 13 connecting groove structures.
(5) detailed description of the invention
Below in conjunction with Figure of description, specific embodiments of the present invention is described in detail:
As shown in Figure 1, Figure 2, Figure 3, Figure 4, the present invention is formed primarily of leakproof intermediate interlayer, reinforcing bar, plate body and elasticity cementing layer, it is characterized in that: the two ends, left and right of plate body are provided with tiger's jaw 7, be provided with in tiger's jaw 7 to adopt and cast-in-placely fill with the tiger's jaw chamber 8 and tiger's jaw 9 that connect.Described plate body 6 top is provided with the connection bump 1 for rabbeting, and plate body bottom is provided with the connecting groove structure 13 embedded for connection bump 1.Described plate body center is provided with one piece of leakproof intermediate interlayer 2, and leakproof intermediate interlayer 2 is provided with the circular hole 4 for making reinforcing bar pass.Described reinforcing bar is U-shaped reinforcing bar 12, and U-shaped reinforcing bar 12 welds with reinforcing bar 5 through two ends electric welding 11 after circular hole 4.Plate body 6 is reinforced concrete cast formation, and described left and right, up and down all joint face glue are with one deck band elasticity cementing layer 10.Embodiment of the present invention job description is as follows:
1. first by U-shaped reinforcing bar 12 through in the circular hole 4 of leakproof intermediate interlayer 2, ajusted after weld with reinforcing bar 5.
2. the reinforcing bar after welding processing and leakproof intermediate interlayer are put in mould to put just and pour mixed earth again into, with shock club, mixed earth vibrations are stirred, wait after doing and remove mould.
3. with special binder by after on elasticity cementing layer 10 sticker to the joint face of prefabricated component, whole prefabricated component manufacturing process just completes.
Claims (3)
1. a leak-proof reinforced prefabricated part of flood control dam, form primarily of leakproof intermediate interlayer, reinforcing bar, plate body and elasticity cementing layer, it is characterized in that: the two ends, left and right of plate body are provided with tiger's jaw head (7), be provided with in tiger's jaw head (7) and adopt cast-in-place tiger's jaw chamber (8) and the tiger's jaw (9) of filling with connection;
Described plate body center is provided with one piece of leakproof intermediate interlayer (2), and intermediate interlayer (2) is provided with the circular hole (4) for making reinforcing bar pass; Described reinforcing bar is U-shaped reinforcing bar (12), and U-shaped reinforcing bar (12) welds with reinforcing bar (5) through circular hole (4) two ends electric welding afterwards (11); Described prefabricated component tiger's jaw head is connected with another prefabricated component tiger's jaw head and adopts cast-in-place perfusion bicylindrical steel concrete to connect.
2. leak-proof reinforced prefabricated part of flood control dam according to claim 1, it is characterized in that: described plate body (6) top is provided with the connection bump (1) for rabbeting, plate body bottom is provided with the connecting groove structure (13) embedded for connection bump (1).
3. leak-proof reinforced prefabricated part of flood control dam according to claim 1, it is characterized in that described plate body (6) is for reinforced concrete cast formation, described left and right, up and down all joint face glue are with one deck band elasticity cementing layer (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110004970.5A CN102587326B (en) | 2011-01-11 | 2011-01-11 | Leak-proof reinforced prefabricated part of flood control dam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110004970.5A CN102587326B (en) | 2011-01-11 | 2011-01-11 | Leak-proof reinforced prefabricated part of flood control dam |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102587326A CN102587326A (en) | 2012-07-18 |
| CN102587326B true CN102587326B (en) | 2015-12-02 |
Family
ID=46476519
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201110004970.5A Expired - Fee Related CN102587326B (en) | 2011-01-11 | 2011-01-11 | Leak-proof reinforced prefabricated part of flood control dam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102587326B (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU467965A1 (en) * | 1973-10-22 | 1975-04-25 | Всесоюзный Научно-Исследовательский Институт Гидротехники Им.Б.Е. Веденеева | Sealing device for expansion joints of pressure concrete hydraulic structures |
| CN2412926Y (en) * | 2000-04-05 | 2001-01-03 | 孔庆海 | Combined dam precast block |
| CN1676780A (en) * | 2005-05-17 | 2005-10-05 | 周兆弟 | Inserting pile-connecting end plate fastener and prefab |
| CN1676771A (en) * | 2005-05-17 | 2005-10-05 | 周兆弟 | Double-end inserting elastic meshing body pile connecting end plate and prefab |
| RU2282695C1 (en) * | 2005-05-13 | 2006-08-27 | Государственное научное учреждение Поволжский научно-исследовательский институт эколого-мелиоративных технологий Российской академии сельскохозяйственных наук | Watertight channel liner joint |
| CN200978410Y (en) * | 2006-12-06 | 2007-11-21 | 李新宇 | Prefabricated panel for fixing dike |
| CN201254712Y (en) * | 2008-08-14 | 2009-06-10 | 徐运海 | Combination water baffle for check dam |
| CN201981510U (en) * | 2011-02-28 | 2011-09-21 | 赵艳 | Emergency intercepting pile assembly |
-
2011
- 2011-01-11 CN CN201110004970.5A patent/CN102587326B/en not_active Expired - Fee Related
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU467965A1 (en) * | 1973-10-22 | 1975-04-25 | Всесоюзный Научно-Исследовательский Институт Гидротехники Им.Б.Е. Веденеева | Sealing device for expansion joints of pressure concrete hydraulic structures |
| CN2412926Y (en) * | 2000-04-05 | 2001-01-03 | 孔庆海 | Combined dam precast block |
| RU2282695C1 (en) * | 2005-05-13 | 2006-08-27 | Государственное научное учреждение Поволжский научно-исследовательский институт эколого-мелиоративных технологий Российской академии сельскохозяйственных наук | Watertight channel liner joint |
| CN1676780A (en) * | 2005-05-17 | 2005-10-05 | 周兆弟 | Inserting pile-connecting end plate fastener and prefab |
| CN1676771A (en) * | 2005-05-17 | 2005-10-05 | 周兆弟 | Double-end inserting elastic meshing body pile connecting end plate and prefab |
| CN200978410Y (en) * | 2006-12-06 | 2007-11-21 | 李新宇 | Prefabricated panel for fixing dike |
| CN201254712Y (en) * | 2008-08-14 | 2009-06-10 | 徐运海 | Combination water baffle for check dam |
| CN201981510U (en) * | 2011-02-28 | 2011-09-21 | 赵艳 | Emergency intercepting pile assembly |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102587326A (en) | 2012-07-18 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN209397587U (en) | A kind of single pile protection against erosion river bottom protection | |
| CN205444475U (en) | Prefab and basic connected node | |
| CN103225285B (en) | A kind of steel membrane rock | |
| CN103437493B (en) | Connecting node of prefabricated reinforced concrete beam and construction method of connecting node | |
| CN109083003A (en) | A kind of precast pier pier top connection structure and its construction method | |
| CN202644551U (en) | Steel pipe pile cofferdam structure | |
| CN110984461B (en) | Seawater coral aggregate concrete block with built-in FRP rib framework and construction method | |
| CN104480958A (en) | Bridge prefabricated bearing platform and bridge construction method | |
| CN106759858A (en) | The connecting node and preparation method of a kind of H profile steel beam and rectangular steel-tube concrete column | |
| CN104846780A (en) | Concrete block tied soft geogrid mattress | |
| WO2013117089A1 (en) | Semi-assembled ecotype debris dam for mudflow and construction method thereof | |
| CN102587326B (en) | Leak-proof reinforced prefabricated part of flood control dam | |
| CN206873729U (en) | A kind of prefabricated chain type connects full assembled steel bar concrete floor | |
| CN202064318U (en) | Cage body | |
| CN106759857B (en) | Steel tube regeneration monolith assembling structure | |
| CN204875690U (en) | River levee brick and river levee protective wall | |
| CN106836130A (en) | A kind of dykes and dams based on junked tire inrush and block up multiple construction method | |
| CN209723230U (en) | The connecting node of steel plate combined shear wall and not equal higher baselines | |
| CN207092133U (en) | One kind welding shaped steel shear connector structure | |
| CN209099157U (en) | A kind of precast pier pier top connection structure | |
| CN206346192U (en) | A kind of Prefabricated Reinforced Concrete Square Pile attachment structure | |
| CN202450541U (en) | Heightening structure of cup rabbet of high-cup rabbet prefabricated post foundation | |
| CN110284520A (en) | A kind of Long span closure frame plate of dry and wet Hybrid connections-column assembly system | |
| CN203096722U (en) | Z-shaped concrete composite board pile | |
| CN201106169Y (en) | Ultimate narrow top sloping breakwater |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| DD01 | Delivery of document by public notice |
Addressee: Zheng Qinmin Document name: Notification of Passing Preliminary Examination of the Application for Invention |
|
| C06 | Publication | ||
| PB01 | Publication | ||
| C53 | Correction of patent for invention or patent application | ||
| CB02 | Change of applicant information |
Address after: 350001 No. three, Fu 503 District, Hongshan Town, Gulou District, Fujian, Fuzhou 20 Applicant after: Zheng Qinmin Address before: 350001, No. 3, No. 88, No. 12 traffic road, Taijiang District, Fujian, Fuzhou Applicant before: Zheng Qinmin |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: APPLICANT; FROM: |
|
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151202 Termination date: 20180111 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |