CN201087336Y - Novel metal vertical water stopping structure device - Google Patents
Novel metal vertical water stopping structure device Download PDFInfo
- Publication number
- CN201087336Y CN201087336Y CNU2007202008412U CN200720200841U CN201087336Y CN 201087336 Y CN201087336 Y CN 201087336Y CN U2007202008412 U CNU2007202008412 U CN U2007202008412U CN 200720200841 U CN200720200841 U CN 200720200841U CN 201087336 Y CN201087336 Y CN 201087336Y
- Authority
- CN
- China
- Prior art keywords
- cavity
- mother tuber
- water stop
- blocks
- vertical water
- 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
Images
Abstract
The utility model relates to an upright seepage prevention water stop structure facility of an expansion joint or a sedimentation joint of water conservancy, water and electricity engineering, in particular to a device of a metal upright water stop structure. The utility model comprises male blocks composed of two steel angles, female blocks composed of two steels with special shapes and an elastic metal water stop belt, wherein, the male blocks are fastened by bolts and are embedded in the concrete of one side of the expansion joint of buildings; the two female blocks are fastened by the bolts and are embedded in the concrete of the other side of the expansion joint of the buildings, and the inner side of each female block is provided with a cavity and a cavity neck mouth formed by the cavity; the elastic metal water stop belt is fixedly connected with one side of the male block, and the elastic metal water stop belt is connected with one side of the female block in a moveable way, thus, current can be blocked, and the elastic metal water stop belt is favourable to move in the cavity of the male blocks. The utility model can be processed and manufactured in factories and mounted in a job site, has the advantages of production in quantity, good and reliable water stop effect and low cost, and can be suitable for three-dimensional deformation.
Description
Technical field
The utility model relates to the shrinkage joint in the Hydraulic and Hydro-Power Engineering or the vertical sealing impervious element of settlement joint, refers in particular to the vertical water-stopping structure device of a kind of novel metal.
Background technology
Hydraulic structure such as sluice, drainage and irrigation hyelectric power station factory building etc., in order to adapt to differential settlement and temperature deformation, between each lock hole section, between lock chamber and the upstream and downstream linkage section, lock chamber is connected between the building with two sides, all be provided with shrinkage joint or settlement joint between each unit section of pumping plant factory building, between unit section and the assembly building etc., all shrinkage joint or settlement joint that the antiseepage requirement is arranged all will be provided with water-stopping structure.The shrinkage joint sealing is divided into horizontal sealing and vertical sealing, be connected between the building with upstream and downstream at lock chamber, between each lock chamber section, between each unit section of pumping plant factory building, shrinkage joint between unit section and the assembly building is provided with horizontal sealing and vertical sealing, and vertical sealing generally only is set at other shrinkage joint, and horizontal sealing is not set, general all employing of horizontal sealing has the copper sheet of nose to make.Tradition vertically sealing is designed to a well shape, and its cross section is square, prismatic or circle.Prismatic is a symmetric arrangement with generally circular and shrinkage joint, material is copper sheet, pitch, pitch and malthoid in the well, copper sheet can be a monolithic, it can also be biplate, decide according to its importance, if biplate, then an end of copper sheet is embedded in respectively among the concrete of both sides, shrinkage joint, and copper sheet is separated by a distance in well, with the cross section along current water to being divided into five equilibrium; If monolithic, then copper sheet one end is embedded in the shrinkage joint than edifice on one side, and sealing well cross section is divided into two five equilibriums.The asphalt tar of space perfusion hot melt in the well, pitch and pitch ratio are decided on engineering local climate condition, the place that temperature is high, pitch institute point ratio is higher, the place that temperature is low, the pitch proportion suitably increases, and mainly is to keep temperature high and insoluble, drying shrinkage when temperature is low and not is to influence stagnant water effect.During construction, the employing precast concrete form that the well inner formword has, what have uses wooden model.If use precast concrete form, after the pouring, precast concrete form is imbedded among the concrete, becomes a borehole wall part.But precast concrete form is not easy to fix owing to accompanying copper sheet in the seam, and copper sheet moves when construction easily, and during placing of concrete, cement mortar flows into the sealing well in conjunction with sealing from precast concrete form easily.If the employing wooden form is easier to fix, but behind the placing of concrete, wooden form fails in time to remove, and perhaps is stuck in the well and gets, and influences the asphalt tar section.In addition, placing of concrete and asphalt reperfusion pitch interfere with each other, and the concrete slag is fallen into during sealing advances sometimes, and the concrete one-time-concreting is too high sometimes, makes the sealing well dark excessively, increases the difficulty of construction of the molten asphalt tar of sealing well irrigation heat injection.Because template is not taken out, cement mortar flows into, and the concrete slag is fallen into, reasons such as well depth is bigger can not put in place when causing asphalt reperfusion pitch, are difficult for closely knit, phenomenons such as formation is empty, disconnect, make somebody a mere figurehead make traditional vertical sealing not reach the stagnant water effect of design, and multiform is with illusory.
Summary of the invention
The purpose of this utility model is improved, is innovated at shortcoming that exists in the background technology and problem, provide one novel be the vertical water-stopping structure device of novel metal of main material with the metal.
The technical solution of the utility model is: construct a kind of vertical antipriming that comprises following structure:
By the public piece that two blocks of angle steel are formed, public piece is by bolton and imbed among the concrete of building shrinkage joint one side;
Form mother tuber by two blocks of deformed steels, mother tuber is imbedded in the opposite side concrete of building shrinkage joint, and two mother tubers are also used bolton, and the mother tuber inside cavity eck that is provided with a cavity and formed by cavity;
Article one, the elastic metallic waterstop that connects public piece and mother tuber, wherein elastic metallic waterstop and public piece one side be for fixedlying connected, with mother tuber one side for flexibly connecting, be used for blocking current and be beneficial to the metallic water stop band mobile at the mother tuber cavity.
The utility model has following advantage and beneficial effect:
The utility model can be made in factory process, installs at the construction field (site), and easy construction can be produced in batch, and stagnant water effect is good, can adapt to 3 D deformation, and stagnant water effect is very reliable, and cost is lower.From material, on the form of structure and the construction and installation aspect broken away from the constraint of traditional vertical sealing, be a kind of novel, practical, reliably, adapt to a kind of novel vertical water-stopping structure device 3 D deformation, that be worthy to be popularized very much.
Description of drawings
Fig. 1 is the utility model appearance assumption diagram
Fig. 2 is Fig. 1 general assembly drawing
The specific embodiment
By Fig. 1,2 as can be known, the vertical water-stopping structure of the utility model comprises:
By the public piece 7 that two blocks of angle steel are formed, public piece 7 is by bolton and imbed among the concrete of building shrinkage joint one side;
Article one, the elastic metallic waterstop 2 that connects public piece 7 and mother tuber 10, wherein elastic metallic waterstop 2 and public piece 7 one sides are for fixedlying connected, with mother tuber 10 1 sides for flexibly connecting, be used for blocking current and be beneficial to metallic water stop band 2 mobile at the mother tuber cavity.
Principle of the present utility model and process structure:
The distortion of Parallel to the flow direction (vertically) is made as X, and the distortion of Transverse to the flow direction (laterally) is made as Y, and the distortion of vertical ground direction (vertically to) is made as Z.Between each lock chamber section of sluice on the soil matrix, lock chamber is connected between the building with upstream and downstream, and lock chamber is connected between the building with two sides, between each unit section of pumping plant, between unit section and the clipping room, the deflection of X, Y, three aspects of Z is not quite similar, and promptly has 3 D deformation between them.Their sealing principle is: vertically sealing as shown in Figure 4, it is made up of the male and female piece, public piece is that two type angle steel matrixs and the strip stainless steel band (copper sheet) with higher elasticity are formed, clamp middle stainless steel band by the back bolt, public piece is imbedded among the concrete of shrinkage joint one side; Mother tuber is made up of two shape steel rolled stocks, and the back connects with bolt, and there is a cavity mother tuber inside, respectively is drilled with two row's screws on the hungry area eck platform, settles rubber strip on platform, and the rubber strip cross section shape is: both wings are stretched out for semicircle in the middle part.The rubber strip bottom is bonding with powerful viscose glue and eck platform, and both wings top is fixed in rubber strip on the eck platform with stainless steel band steel and screw, and mother tuber is imbedded among the concrete of opposite side.Stainless steel band stretches among the mother tuber cavity, its head can be made little circular head, [not showing among the figure], just in case skid off from cavity, the width of the stainless steel band of public piece and mother tuber cavity depth are decided according to shrinkage joint distortion size to prevent stainless steel band.The mother tuber rubber strip is proposed pre-pressure request, and ordinary rubber band precompressed size is equal to or greater than 1.5 millimeters., the vertical sealing at shrinkage joint can be formed by several sections, is provided with end-fitting plate (flange) every section end, connects with bolt, to constitute whole vertical sealing.Because the stainless steel band of public piece is clamped by the mother tuber rubber strip, the infiltration current at shrinkage joint are blocked, and the infiltration current or else can be along the shrinkage joint from upstream flow downstream, thereby reach stagnant water effect.Simultaneously, because stainless steel band has higher elasticity, can about, all around moves, therefore it can adapt to X, Y, three direction distortion of Z needs, vertically sealing can not destroy because of the distortion of building, stagnant water effect can not lose efficacy because of the distortion of building yet, so it is a kind of vertical water-stopping structure that can adapt to 3 D deformation.
Embodiment described in the utility model only is the description that preferred implementation of the present utility model is carried out; be not that the utility model design, scope, size and individual material are limited; do not breaking away under the preceding topic of the utility model design philosophy; engineers and technicians make the technical solution of the utility model in this area various modification and improvement; all should fall into the protection domain of the vertical water-stopping structure of the utility model; the vertical water-stopping structure of the utility model; the technology contents of asking for protection all is documented in claims.
Claims (5)
1. vertical water-stopping structure device of novel metal is characterized in that comprising:
By the public piece (7) that two blocks of angle steel are formed, public piece (7) is by bolton and imbed among the concrete of building shrinkage joint one side;
Form mother tuber (10) by two blocks of deformed steels, mother tuber (10) is imbedded in the opposite side concrete of building shrinkage joint, and two mother tubers are also used bolton, and mother tuber (10) the inside cavity eck that is provided with a cavity (11) and formed by cavity;
Article one, the elastic metallic waterstop (2) that connects public piece (7) and mother tuber (10), wherein elastic metallic waterstop (2) and public piece (7) one sides are for fixedlying connected, be flexible connection with mother tuber (10) one sides, be used for blocking current and be beneficial to metallic water stop band (2) and move at the mother tuber cavity.
2. the vertical water-stopping structure device of novel metal according to claim 1 is characterized in that described public piece (7) for to form the strip structure by two blocks of angle steel, and the angle steel one side is fastening by bolt (6), the tar sand plate (8) at the corresponding shrinkage joint of another side.
3. the vertical water-stopping structure device of novel metal according to claim 1, it is characterized in that described mother tuber (10) cavity eck comprises elastic rubber band (5), stainless steel platen (3), stainless steel bolt (9), wherein rubber strip (5) middle part is semicircle, stretch out both wings, rubber strip (5) bottom is bonding with viscose glue (4) and eck platform, and both wings top is fixing with stainless steel platen (3) and bolt (9).
4. the vertical water-stopping structure device of novel metal according to claim 1 is characterized in that the strip structure that described mother tuber (10) is formed for deformed steel, and mother tuber (10) one sides are fastening with bolt (1), the tar sand plate (8) at the corresponding shrinkage joint of opposite side.
5. the vertical water-stopping structure device of novel metal according to claim 1, it is characterized in that described elastic metallic waterstop (2) one sides are by two public piece (7) clampings, and it is fixing by bolt (6), opposite side stretches in the cavity of mother tuber (10), and by rubber strip (5) clamping of cavity eck, and elastic metallic waterstop (2) can be in cavity about, front and back and left and right directions move.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007202008412U CN201087336Y (en) | 2007-08-17 | 2007-08-17 | Novel metal vertical water stopping structure device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007202008412U CN201087336Y (en) | 2007-08-17 | 2007-08-17 | Novel metal vertical water stopping structure device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201087336Y true CN201087336Y (en) | 2008-07-16 |
Family
ID=39634930
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007202008412U Expired - Fee Related CN201087336Y (en) | 2007-08-17 | 2007-08-17 | Novel metal vertical water stopping structure device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201087336Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103790182A (en) * | 2014-02-12 | 2014-05-14 | 张朝利 | Hydraulic engineering vertical water stop structure and manufacturing and construction method thereof |
| CN104195986A (en) * | 2014-09-17 | 2014-12-10 | 新疆兵团水利水电工程集团有限公司 | Plugging device for tunnel |
| CN104727350A (en) * | 2014-03-02 | 2015-06-24 | 张朝利 | Manufacturing method of concrete expansion joint double-sealing-up structure |
-
2007
- 2007-08-17 CN CNU2007202008412U patent/CN201087336Y/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103790182A (en) * | 2014-02-12 | 2014-05-14 | 张朝利 | Hydraulic engineering vertical water stop structure and manufacturing and construction method thereof |
| CN103790182B (en) * | 2014-02-12 | 2015-09-16 | 宋振利 | A kind of hydraulic engineering vertical water stopping structure and manufacture thereof and construction method |
| CN104727350A (en) * | 2014-03-02 | 2015-06-24 | 张朝利 | Manufacturing method of concrete expansion joint double-sealing-up structure |
| CN104195986A (en) * | 2014-09-17 | 2014-12-10 | 新疆兵团水利水电工程集团有限公司 | Plugging device for tunnel |
| CN104195986B (en) * | 2014-09-17 | 2016-01-13 | 新疆兵团水利水电工程集团有限公司 | A kind of plugging device for tunnel |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103266724B (en) | Drainage structure of planted roof | |
| CN204716291U (en) | Dewatering installation is drawn in tunnel pressure release | |
| CN204551704U (en) | A kind of linear finished product gutter of HDPE | |
| CN201087336Y (en) | Novel metal vertical water stopping structure device | |
| CN103132488A (en) | Reverse osmosis water processing method and reverse osmosis drainage system in construction period of concrete faced rockfill dam | |
| CN110359470A (en) | Bellows intercepting ditch construction technology | |
| CN207700221U (en) | A kind of prefabricated pipe gallery steel plate cast-in-place concrete sealing connection structure | |
| CN106759472A (en) | A kind of buttress type Ecological Retaining Wall structure | |
| CN104763043A (en) | HDPE linear finished product drainage ditch | |
| CN204875929U (en) | System of recycling is retrieved to rainwater | |
| CN106827207A (en) | A kind of simple concrete column curing means | |
| CN204356704U (en) | The drainage system of cut type open cut tunnel structure | |
| CN208363508U (en) | The underground space can white-out infiltration ground structure | |
| CN104372749B (en) | The drainage system of cut type open cut tunnel structure | |
| CN201087335Y (en) | Plastic-shaped vertical water stopping structure device | |
| CN202323880U (en) | Reverse osmosis drainage system of concrete face rockfill dam in construction period | |
| CN202990112U (en) | Plate and beam reserved joint bar structure of hydropower house | |
| CN203188498U (en) | Planted roof drainage structure | |
| CN203188497U (en) | Planted roof | |
| CN205617186U (en) | Finished product escape canal of holding concurrently flat stone function of side | |
| CN208309615U (en) | A kind of hole top row ditch of foundation pit | |
| CN209114345U (en) | A kind of irrigation and water conservancy novel fabricated culverts and water gates | |
| CN209874098U (en) | Building wall waterproof structure with externally hung stairs | |
| CN208831025U (en) | A kind of hydrous fluids underground chamber concrete construction anti-seepage device | |
| CN206506258U (en) | Suitable for the prefabricated assembled cable trench in depression area |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: FAN ZHIGUN Free format text: FORMER OWNER: FAN TIEJUN Effective date: 20080912 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| C53 | Correction of patent for invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Fan Zhigun Inventor before: Fan Zhigun Inventor before: Fan Gang |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: FAN ZHIGUN; FAN TIEJUN TO: FAN ZHIGUN |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20080912 Address after: Fan Tiejun, bureau of quality and technical supervision, Hunan, Miluo Province, 414400 Patentee after: Fan Zhigun Address before: Hunan Miluo Municipal Bureau of quality and technical supervision, postcode: 414400 Patentee before: Fan Tiejun |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20080716 Termination date: 20100817 |