CN205329631U - Utilize geotechnique to fill and irritate a bag and a provisional flood control barrier that shaped steel frame was built - Google Patents
Utilize geotechnique to fill and irritate a bag and a provisional flood control barrier that shaped steel frame was built Download PDFInfo
- Publication number
- CN205329631U CN205329631U CN201521104979.3U CN201521104979U CN205329631U CN 205329631 U CN205329631 U CN 205329631U CN 201521104979 U CN201521104979 U CN 201521104979U CN 205329631 U CN205329631 U CN 205329631U
- Authority
- CN
- China
- Prior art keywords
- bag
- geotechnique
- dams
- vertical steel
- fixed frame
- 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.)
- Withdrawn - After Issue
Links
Classifications
-
- 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
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
Abstract
The utility model provides a manger plate dykes and dams for use still are provided with and are used for fixing that utilize geotechnique to fill and irritate a bag and a provisional flood control barrier that shaped steel frame was built, including the geotechnique who fills water by a plurality of the same waiting of structure fill irritate the bag under by supreme stacking in proper order take a plurality of geotechniques that are stacking fill the door shape fixed frame who irritates the bag, a door shape fixed frame length equidistant the be provided with a plurality of of irritating bag is filled according to the geotechnique, equidistant ground of door shape fixed frame cutting ferrule a periphery of irritating manger plate dykes and dams that bag took is being filled by a plurality of geotechniques, each column base that appears fixed frame all inserts inside ground or the riverbed. The utility model discloses an utilize geotechnique to fill and irritate a bag and a provisional flood control barrier that shaped steel frame was built adopts fluid -tight geotechnique to fill the bearing structure of the door shaped steel frame of irritating the bag and being used for maintaining overall structure, builds stable multilayer and fills and irritate a bag structure, can be used to build fast provisional dykes and dams, flood control barrier and cofferdam etc. And keeps off among the water facilities.
Description
Technical field
This utility model relates to a kind of dash dam installation。Particularly relate to a kind of geotechnique of utilization and charge bag and the provisional flood control barrier of gate steelframe construction。
Background technology
In recent years, owing to global warming causes that sea level rise, natural and artificial other reasons, causing that the disaster such as tsunami, flood happens occasionally, the dam-break accident that breaches a dyke appears in the newspapers end repeatly。Urban Underground facility, such as has the retention of excessive fluid because Urban Flood Waterlogging causes, floods accident when subway, market place builet below the ground etc.。Therefore, in above-mentioned disaster hotspots such as inland river basin and coastal seashore, harbour, port area, urban underground space, the water-retaining structure selecting reasonable is imperative。
It addition, for some special circumstances, such as: when meeting the severe weather conditions such as heavy rain, flood in engineering construction, it is necessary to urgent waterproof measure is taked in engineer operation region；Need to carry out waterproofing protection to riverbank, farmland；Need quickly to build water-retaining structure in Intertidal zone operation as built wind energy turbine set etc.；Often water-retaining structure thing being had some particular/special requirements, such as convenient and quick construction, dash are effective, good stability, can recycle。
Compared to traditional water-retaining structure thing method of construction, use geotechnique to charge bag and build water-retaining structure and tend to embody above-mentioned advantage: economical, save time, repeatable utilization etc.。Therefore in recent years, geosynthetics is utilized to build the application in the Practical Projects such as coast protection, dykes and dams and water-retaining cofferdam of the technology of water-retaining structure more and more extensive。But existing geotechnique charge bag charge material selection be soil or sand, as detailed in table 1 some have delivered patent, using soil or sand as charging material, cause all relatively time-consuming effort of installation and removal of dash facility, and be unfavorable for the recycling of material；Table 2 enumerates some using water as the patent of invention charging material, but is only applicable to the situation that water level is shallower, for the danger that existence and stability when only side dash and water level are higher is not enough；The water-retaining structure such as rubber dam also having, by promoting integrally-built water-retaining capacity by charging the mode carrying out anchoring with surface of base bottom bag, anchor type has unilateral anchoring and bilateral to anchor two kinds, although this method has a certain upgrade in stability, but need to carry out in advance the construction on basis, require certain engineering time and condition, and the tensile property of soil engineering bag regional area is had higher requirements, be unsuitable for the construction of provisional dykes and dams。
Table 1 geotechnique charges bag and builds the Patents of dykes and dams
The patent that table 2 is relevant to Water flood control barrier
Summary is introduced, and seeks a kind of have that enough lateral stabilities, installation and removal time are short, construction restrictive condition water-retaining structure method of construction few, that can reuse is imperative。
Summary of the invention
Technical problem to be solved in the utility model be to provide a kind of can effectively dash, easy construction saves time, restrictive condition is few utilizes geotechnique to charge bag and provisional flood control barrier that gate steelframe is built。
This utility model be the technical scheme is that a kind of geotechnique of utilization charges bag and the provisional flood control barrier of gate steelframe construction, include and charged bag by the geotechnique treating water-filling that some structures are identical and stack the stand-by dash dykes and dams being barricaded as from the bottom to top successively, it is additionally provided with the door shape fixed frame charging bag for some the geotechniques stacked described in fixing, the length that described door shape fixed frame charges bag according to geotechnique is provided with several at equal intervals, described door shape fixed frame is equally spaced fastened in the periphery being charged the dash dykes and dams that bag is barricaded as by some geotechniques, the suspension column of each shape fixed frame is inserted into inside ground or riverbed。
Charged bag by the geotechnique that some structures are identical and stack the combination dash dykes and dams being barricaded as single dash dykes and dams or being barricaded as side by side by the single dash dykes and dams of more than two from the bottom to top successively。
When by described geotechnique charge bag be barricaded as single dash dykes and dams time, described door shape fixed frame is single portal structures, when by described geotechnique charge bag be barricaded as combination dash dykes and dams time, described door shape fixed frame is the many portal structures being arranged side by side。
The door shape fixed frame of described portal structures includes the first vertical steel column that two structures being positioned at single dash dykes and dams both sides are identical, at single water retaining dike dam crest end and be connected to the first crossbeam between the vertical steel column upper end of said two first。
The upper end of the described first vertical steel column is formed with the first draw-in groove that can block described first crossbeam end, upper and lower two end faces inside described first draw-in groove are the first saw chi shape structure that can position first crossbeam, and being formed in part with in the first draw-in groove that snap at described first crossbeam saws the first outer saw chi shape structure that chi shape structure matches with described first。
The termination at described first crossbeam two ends is formed with the first end cap for slip-off preventing。
The door shape fixed frame of described many portal structures includes the second vertical steel column of the structure identical more than 3 laid respectively between combination dash dykes and dams both sides and adjacent two the single dash dykes and dams constituting combination dash dykes and dams, is positioned at and combines water retaining dike dam crest end and be connected to the second cross beam of each second vertical steel column upper end。
The upper end of the described second vertical steel column is formed with the second draw-in groove that can block described second cross beam end, upper and lower two end faces inside described second draw-in groove are the second saw chi shape structure that can position second cross beam, in the corresponding respectively second outer saw chi shape structure being formed in part with matching with the described second saw chi shape structure snapped in the second draw-in groove on each second vertical steel column of described second cross beam。
Being formed with the second end cap for slip-off preventing on the termination at described second cross beam two ends, the both sides being positioned at each second vertical steel column in the middle part of described second cross beam are formed with location gear respectively。
Suspension column mounting bracket recessed in earthward it is provided with on the ground with the suspension column corresponding section of the vertical steel column of first in described door shape fixed frame or the second vertical steel column, described suspension column mounting bracket includes the suspension column for installing suspension column and installs groove, it is integrally formed in suspension column and the lid panel notches of groove upper periphery is installed, and the cover plate of groove is installed for being embedded in lid panel notches inner sealing suspension column when being fitted without the first vertical steel column or the second vertical steel column, described lid panel notches is to install groove upper periphery along suspension column to install the upper periphery of groove to the horizontal-extending suspension column that is integrally formed in of surrounding, wherein, suspension column is installed the screw being formed with suspension column for fixing the first vertical steel column or the second vertical steel column on the bottom surface of groove and is inserted with screw thread and is positioned at the fixing bolt above suspension column installation groove floor, it is be fixed by bolt when cover plate is embedded in lid panel notches；The the first vertical steel column constituting the door shape fixed frame of single portal structures is integrally formed the fixed underpan that the horizontal-extending and described suspension column installation groove of oriented surrounding is corresponding with the suspension column end of the second vertical steel column of the door shape fixed frame constituting many portal structures, and described fixed underpan is formed the screw of the fixing bolt that can run through on suspension column installation groove。
A kind of geotechnique of utilization of the present utility model charges bag and the provisional flood control barrier of gate steelframe construction, fluid-tight geotechnique is adopted to charge bag and for maintaining the supporting construction of integrally-built gate steelframe, build stable multilamellar and charge a bag structure, can be used for the provisional dykes and dams of fast construction, dash facility such as flood control barrier and cofferdam etc., have the following advantages and feature:
1, according to lateral water pressure size, the multilamellar geotechnique of single row or multiple rows formula is adopted to charge a bag water-retaining structure flexibly, it is adaptable to the dash requirement under various working, wall height reaches as high as 6 meters；
2, charge bag laying, charge, dismantle very convenient fast；Select water for charging material, easy, saving fund of drawing materials；The making of lateral support structure is simple, be easy to Fast Installation dismounting, and can provide bigger lateral stability for water-retaining structure；
3, the material weight that whole system adopts is lighter, it is simple to handling, storage and transport。
4, repeatable utilization。
5, construction restrictive condition is few, and difficulty of construction is low。
6, the work progress safety and environmental protection of this dash facility is little on surrounding enviroment impact。
Accompanying drawing explanation
Fig. 1 is the overall structure schematic diagram of this utility model first embodiment；
Fig. 2 is the overall structure schematic diagram of this utility model the second embodiment；
Fig. 3 is the structural representation of locating rack in this utility model first embodiment；
The structural representation of the first vertical steel column in Fig. 4 this utility model first embodiment；
Fig. 5 is that in this utility model first embodiment, the structural representation of first crossbeam is；
Fig. 6 is the close-up schematic view that in this utility model first embodiment, the first vertical steel column is connected with first crossbeam；
Fig. 7 is the structural representation of locating rack in this utility model the second embodiment；
Fig. 8 is the structural representation of the second vertical steel column in this utility model the second embodiment；
Fig. 9 is the structural representation of second cross beam in this utility model the second embodiment；
Figure 10 is the close-up schematic view that in this utility model the second embodiment, the second vertical steel column is connected with second cross beam；
Figure 11 is the top view of Fig. 1；
Figure 12 is the structural representation of this utility model suspension column mounting bracket and cover plate；
Figure 13 is the structural representation of this utility model suspension column mounting bracket；
Figure 14 is the top view of Figure 12；
Figure 15 is the top view of Figure 13；
Figure 16 is the structural representation that this utility model suspension column mounting bracket is combined with vertical steel column；
Figure 17 is the structural representation of vertical steel column foot in this utility model embodiment；
Figure 18 is the top view of Figure 17。
In figure
1: geotechnique charges bag 2: door shape fixed frame
3: single dash dykes and dams 4: combination dash dykes and dams
5: the first vertical steel columns 6: first crossbeam
7: the first draw-in grooves 8: the first saw chi shape structure
9: the first outer saw chi shape structure 10: the first end caps
11: the second vertical steel columns 12: second cross beam
13: the second draw-in grooves 14: the second saw chi shape structure
15: the second outer saw chi shape structure 16: the second end caps
17: location gear 18: suspension column mounting bracket
181: suspension column installs groove 182: lid panel notches
183: cover plate 184: fixing bolt
185: bolt 51/111: fixed underpan
52/112: screw A: ground
B: flood or river
Detailed description of the invention
Below in conjunction with embodiment and accompanying drawing a kind of geotechnique of utilization of the present utility model charged bag and provisional flood control barrier that gate steelframe is built is described in detail。
Such as Fig. 1, shown in Fig. 2, a kind of geotechnique of utilization of the present utility model charges bag and the provisional flood control barrier of gate steelframe construction, include and charged bag 1 by the geotechnique treating water-filling that some structures are identical and stack the stand-by dash dykes and dams being barricaded as from the bottom to top successively, it is additionally provided with the door shape fixed frame 2 charging bag 1 for some the geotechniques stacked described in fixing, the length that described door shape fixed frame 2 charges bag 1 according to geotechnique is provided with several at equal intervals, described door shape fixed frame 2 is equally spaced fastened in the periphery being charged the dash dykes and dams that bag 1 is barricaded as by some geotechniques, the suspension column of each shape fixed frame 2 is inserted into inside ground or riverbed。Charged bag 1 by the geotechnique that some structures are identical and stack the combination dash dykes and dams 4 being barricaded as single dash dykes and dams 3 or being barricaded as side by side by the single dash dykes and dams 3 of more than two from the bottom to top successively。Can require to select single dash dykes and dams 3 or combination dash dykes and dams 4 according to on-the-spot dash。Geotechnique charges bag 1 and can be selected for the impermeable material of butyl rubber, ethylene propylene diene rubber, PVC, polypropylene, polyurethane or other copolymers, charges material and selects water。
As shown in Fig. 3, Fig. 7, when by described geotechnique charge bag 1 be barricaded as single dash dykes and dams 3 time, described door shape fixed frame 2 is single portal structures, when by described geotechnique charge bag 1 be barricaded as combination dash dykes and dams 4 time, described door shape fixed frame 2 is the many portal structures being arranged side by side。
As shown in Figure 1, Figure 3, the door shape fixed frame 2 of described single portal structures includes the first vertical steel column 5 that two structures being positioned at single dash dykes and dams 3 both sides are identical, on single dash dykes and dams 3 top and be connected to the first crossbeam 6 between vertical steel column 5 upper end of said two first。
As shown in Fig. 4, Fig. 5, Fig. 6, the upper end of the described first vertical steel column 5 is formed with the first draw-in groove 7 that can block described first crossbeam 6 end, upper and lower two end faces inside described first draw-in groove 7 are the first saw chi shape structure 8 that can position first crossbeam 6, and being formed in part with in the first draw-in groove 7 that snap at described first crossbeam 6 saws the first outer saw chi shape structure 9 that chi shape structure 8 matches with described first。
As shown in Figure 5, Figure 7, the termination at described first crossbeam 6 two ends is formed with the first end cap 10 for slip-off preventing。
As shown in Fig. 2, Fig. 7, the door shape fixed frame 2 of described many portal structures includes the second vertical steel column 11 of the structure identical more than 3 laid respectively between combination dash dykes and dams 4 both sides and adjacent two the single dash dykes and dams constituting combination dash dykes and dams 4, is positioned at and combines dash dykes and dams 4 top and be connected to the second cross beam 12 of each second vertical steel column 11 upper end。
As shown in Fig. 7, Fig. 8, Fig. 9, the upper end of the described second vertical steel column 11 is formed with the second draw-in groove 13 that can block described second cross beam 12 end, upper and lower two end faces inside described second draw-in groove 13 are the second saw chi shape structure 14 that can position second cross beam 12, in the corresponding respectively second outer saw chi shape structure 15 being formed in part with matching with the described second saw chi shape structure 14 snapped in the second draw-in groove 13 on each second vertical steel column 11 of described second cross beam 12。
As shown in Figure 9, Figure 10, the termination at described second cross beam 12 two ends being formed with the second end cap 16, the both sides being positioned at each second vertical steel column 11 in the middle part of described second cross beam 12 are formed with location gear 17 respectively。
Such as Figure 11, Figure 12, Figure 13, Figure 14, Figure 15, shown in Figure 16, ground A is provided with suspension column mounting bracket 18 recessed in A earthward with the suspension column corresponding section of the vertical steel column of first in described door shape fixed frame 25 or the second vertical steel column 11, described suspension column mounting bracket 18 includes the suspension column for installing suspension column and installs groove 181, it is integrally formed in suspension column and the lid panel notches 182 of groove 181 upper periphery is installed, and the cover plate 183 of groove 181 is installed for being embedded in lid panel notches 182 inner sealing suspension column when being fitted without the first vertical steel column 5 or the second vertical steel column 11, described lid panel notches 182 is to install groove 181 upper periphery along suspension column to install the upper periphery of groove 181 to the horizontal-extending suspension column that is integrally formed in of surrounding, wherein, suspension column is installed the screw being formed with suspension column for fixing the first vertical steel column 5 or the second vertical steel column 11 on the bottom surface of groove 181 and is inserted with screw thread and is positioned at the fixing bolt 184 above suspension column installation groove 181 bottom surface, it is be fixed by bolt 185 when cover plate 183 is embedded in lid panel notches 182。
Such as Figure 17, shown in 18, the suspension column end of the second vertical steel column 11 of the first vertical steel column 5 of the door shape fixed frame 2 of the single portal structures of composition and the door shape fixed frame 2 of the many portal structures of composition is integrally formed the horizontal-extending and described suspension column of oriented surrounding and installs the fixed underpan 51/111 that groove 181 is corresponding, and described fixed underpan 51/111 is formed the screw 52/112 of the fixing bolt 184 that can run through on suspension column installation groove 181。
Below for single dash dykes and dams, illustrating that a kind of geotechnique of utilization of the present utility model charges the provisional flood control barrier erection sequence of bag and the construction of gate steelframe is first build the door shape fixed frame of corresponding single dash dykes and dams according to actual condition。The suspension column of two first vertical steel columns is inserted in ground deeply, the degree of depth of insertion by dykes and dams height, the lateral water pressure estimated, foundation soil character etc. determine。If (for urban flood defence; then adopt the suspension column with fixed underpan 51/111 shown in Figure 12～Figure 18; in protection zone pre-plugged suspension column mounting bracket 18) again first crossbeam and two ends are respectively embedded into two first vertical steel column tops preset the first draw-in groove, first end cap at first crossbeam two ends is positioned at the outside of the first vertical steel column。
After completing the building of supporting construction, charge bag according to what the water-retaining structure height of design selected requirement, in door shape fixed frame, start to stack the geotechnique not charged charge bag, and bind with door shape fixed frame。Then successively charge water-filling in bag to geotechnique from the bottom up, water-filling swell after multilamellar geotechnique charge bag and supporting construction and form an overall dykes and dams flood control barrier device, thus playing dash effect。Under some special operation condition, if adopting single dash dykes and dams can not provide enough lateral resistance, it is possible to the method adopting double-row type water-retaining structure as shown in Figure 2 or multi-row-type water-retaining structure, it is only necessary to horizontal support is adjusted correspondingly。
Claims (10)
1. one kind utilizes geotechnique to charge bag and the provisional flood control barrier of gate steelframe construction, include and charged bag (1) by the geotechnique treating water-filling that some structures are identical and stack the stand-by dash dykes and dams being barricaded as from the bottom to top successively, it is characterized in that, it is additionally provided with door shape fixed frame (2) charging bag (1) for some the geotechniques stacked described in fixing, the length that described door shape fixed frame (2) charges bag (1) according to geotechnique is provided with several at equal intervals, described door shape fixed frame (2) is equally spaced fastened in the periphery being charged the dash dykes and dams that bag (1) is barricaded as by some geotechniques, the suspension column of each shape fixed frame (2) is inserted into inside ground or riverbed。
2. a kind of geotechnique of utilization according to claim 1 charges bag and the provisional flood control barrier of gate steelframe construction, it is characterized in that, the geotechnique that some structures are identical charge bag (1) and stack combination dash dykes and dams (4) being barricaded as single dash dykes and dams (3) or being barricaded as side by side by the single dash dykes and dams (3) of more than two from the bottom to top successively。
3. a kind of geotechnique of utilization according to claim 2 charges bag and the provisional flood control barrier of gate steelframe construction, it is characterized in that, when by described geotechnique charge bag (1) be barricaded as single dash dykes and dams (3) time, described door shape fixed frame (2) is single portal structures, when by described geotechnique charge bag (1) be barricaded as combination dash dykes and dams (4) time, described door shape fixed frame (2) is the many portal structures being arranged side by side。
4. a kind of geotechnique of utilization according to claim 3 charges bag and the provisional flood control barrier of gate steelframe construction, it is characterized in that, door shape fixed frame (2) of described portal structures includes the first vertical steel column (5) that two structures being positioned at single dash dykes and dams (3) both sides are identical, is positioned at single dash dykes and dams (3) top and is connected to the first crossbeam (6) between vertical steel column (5) upper end of said two first。
5. a kind of geotechnique of utilization according to claim 4 charges bag and the provisional flood control barrier of gate steelframe construction, it is characterized in that, the upper end of the described first vertical steel column (5) is formed with the first draw-in groove (7) that can block described first crossbeam (6) end, described first draw-in groove (7) inner side upper, lower two end faces are the first saw chi shape structure (8) that can position first crossbeam (6), being formed in part with in the first draw-in groove (7) that snap at described first crossbeam (6) saws the first outer saw chi shape structure (9) that chi shape structure (8) matches with described first。
6. a kind of geotechnique of utilization according to claim 4 charges bag and the provisional flood control barrier of gate steelframe construction, it is characterised in that be formed with the first end cap (10) for slip-off preventing on the termination at described first crossbeam (6) two ends。
7. a kind of geotechnique of utilization according to claim 3 charges bag and the provisional flood control barrier of gate steelframe construction, it is characterized in that, door shape fixed frame (2) of described many portal structures includes the second vertical steel column (11) of the structure identical more than 3 laid respectively between combination dash dykes and dams (4) both sides and adjacent two the single dash dykes and dams constituting combination dash dykes and dams (4), is positioned at and combines dash dykes and dams (4) top and be connected to the second cross beam (12) of each second vertical steel column (11) upper end。
8. a kind of geotechnique of utilization according to claim 7 charges bag and the provisional flood control barrier of gate steelframe construction, it is characterized in that, the upper end of the described second vertical steel column (11) is formed with the second draw-in groove (13) that can block described second cross beam (12) end, described second draw-in groove (13) inner side upper, lower two end faces are the second saw chi shape structure (14) that can position second cross beam (12), correspondence respectively at described second cross beam (12) snaps in being formed in part with in the second draw-in groove (13) on each second vertical steel column (11) and saws the second outer saw chi shape structure (15) that chi shape structure (14) matches with described second。
9. a kind of geotechnique of utilization according to claim 7 charges bag and the provisional flood control barrier of gate steelframe construction, it is characterized in that, being formed with the second end cap (16) for slip-off preventing on the termination at described second cross beam (12) two ends, described second cross beam (12) middle part is positioned at the both sides of each second vertical steel column (11) and is formed with location gear (17) respectively。
10. a kind of geotechnique of utilization according to claim 1 charges bag and the provisional flood control barrier of gate steelframe construction, it is characterized in that, the first vertical steel column (5) or the suspension column corresponding section of the second vertical steel column (11) in door shape fixed frame (2) that ground (A) is upper and described are provided with earthward suspension column mounting bracket (18) recessed in (A), described suspension column mounting bracket (18) includes the suspension column for installing suspension column and installs groove (181), it is integrally formed in suspension column and the lid panel notches (182) of groove (181) upper periphery is installed, and the cover plate (183) of groove (181) is installed for being embedded in lid panel notches (182) inner sealing suspension column when being fitted without the first vertical steel column (5) or the second vertical steel column (11), described lid panel notches (182) is to install groove (181) upper periphery along suspension column to install the upper periphery of groove (181) to the horizontal-extending suspension column that is integrally formed in of surrounding, wherein, suspension column is installed the screw being formed with suspension column for fixing the first vertical steel column (5) or the second vertical steel column (11) on the bottom surface of groove (181) and is inserted with screw thread and is positioned at the fixing bolt (184) above suspension column installation groove (181) bottom surface, it is be fixed by bolt (185) when cover plate (183) is embedded in lid panel notches (182)；The suspension column end of the second vertical steel column (11) of the first vertical steel column (5) constituting door shape fixed frame (2) of single portal structures and door shape fixed frame (2) constituting many portal structures is integrally formed the horizontal-extending and described suspension column of oriented surrounding and installs the fixed underpan (51/111) that groove (181) is corresponding, and described fixed underpan (51/111) is formed the screw (52/112) of the fixing bolt (184) that can run through on suspension column installation groove (181)。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521104979.3U CN205329631U (en) | 2015-12-24 | 2015-12-24 | Utilize geotechnique to fill and irritate a bag and a provisional flood control barrier that shaped steel frame was built |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521104979.3U CN205329631U (en) | 2015-12-24 | 2015-12-24 | Utilize geotechnique to fill and irritate a bag and a provisional flood control barrier that shaped steel frame was built |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205329631U true CN205329631U (en) | 2016-06-22 |
Family
ID=56313119
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521104979.3U Withdrawn - After Issue CN205329631U (en) | 2015-12-24 | 2015-12-24 | Utilize geotechnique to fill and irritate a bag and a provisional flood control barrier that shaped steel frame was built |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205329631U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105507205A (en) * | 2015-12-24 | 2016-04-20 | 天津大学 | Temporary flood barrier constructed by soil engineering filling bags and gate-shaped steel frames |
| CN109083087A (en) * | 2018-09-28 | 2018-12-25 | 于文堂 | A kind of entrapping-proof type combination emergency device |
| CN110424325A (en) * | 2019-08-02 | 2019-11-08 | 中建三局第二建设工程有限责任公司 | The hydrophilic ecology filter dam structure of phytal zone assembled |
-
2015
- 2015-12-24 CN CN201521104979.3U patent/CN205329631U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105507205A (en) * | 2015-12-24 | 2016-04-20 | 天津大学 | Temporary flood barrier constructed by soil engineering filling bags and gate-shaped steel frames |
| CN105507205B (en) * | 2015-12-24 | 2017-06-20 | 天津大学 | It is a kind of that the provisional flood control barrier that bag and gate steelframe are built is charged using geotechnique |
| CN109083087A (en) * | 2018-09-28 | 2018-12-25 | 于文堂 | A kind of entrapping-proof type combination emergency device |
| CN110424325A (en) * | 2019-08-02 | 2019-11-08 | 中建三局第二建设工程有限责任公司 | The hydrophilic ecology filter dam structure of phytal zone assembled |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205329631U (en) | Utilize geotechnique to fill and irritate a bag and a provisional flood control barrier that shaped steel frame was built | |
| CN105421292B (en) | The provisional dash dykes and dams that bag and steelframe support system are built are charged using geotechnique | |
| US20110033237A1 (en) | Device and method for floor protection, coastal protection, or scour protection | |
| US6390730B1 (en) | Protective elements, devices comprising said elements and method for protecting a zone against floods and avalanches | |
| CN105507205B (en) | It is a kind of that the provisional flood control barrier that bag and gate steelframe are built is charged using geotechnique | |
| CN204703179U (en) | A kind of composite geo-membrane sloping core cofferdam | |
| CN103243678A (en) | Breakwater | |
| CN205329632U (en) | Utilize geotechnique to fill provisional manger plate dykes and dams of irritating bag and construction of steelframe support system | |
| CN210658323U (en) | Assembled fixer for dyke emergency to resist large-tonnage horizontal force | |
| CN212103878U (en) | Breakwater component and breakwater structure thereof | |
| CN105256811A (en) | Sheet pile supporting structure with water stopping function and construction method | |
| CN111705759A (en) | Device for large variation of reservoir water level, intercepting sewage, guaranteeing flood discharge and generating safety | |
| CN205012352U (en) | Sheet pile supporting construction with stagnant water function | |
| DK177711B1 (en) | A pumped storage facility | |
| CN212388485U (en) | Device for large variation of reservoir water level, intercepting sewage, guaranteeing flood discharge and generating safety | |
| CN205369276U (en) | Osmosis membrane cofferdam is prevented to preceding landing leg shaped steel | |
| CN205116153U (en) | Underground separates oozes diaphragm wall | |
| EP2758300A1 (en) | Floating energy-autonomous platforms, and method for the production thereof | |
| CN203256680U (en) | Jetty | |
| CN207160056U9 (en) | Warehouse type supporting and retaining structure | |
| CN213328905U (en) | Ecological environment-friendly water conservancy bank protection | |
| CN201883449U (en) | Sea wall structure of compound pile | |
| CN101469547A (en) | Apparatus for preventing foundation from being tunneled | |
| CN104674754A (en) | Novel city watercourse bank protection structure | |
| CN105089060A (en) | Foundation pit support system using atmospheric pressure as support force |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20160622 Effective date of abandoning: 20170620 |