CN205329632U - Utilize geotechnique to fill provisional manger plate dykes and dams of irritating bag and construction of steelframe support system - Google Patents
Utilize geotechnique to fill provisional manger plate dykes and dams of irritating bag and construction of steelframe support system Download PDFInfo
- Publication number
- CN205329632U CN205329632U CN201521105360.4U CN201521105360U CN205329632U CN 205329632 U CN205329632 U CN 205329632U CN 201521105360 U CN201521105360 U CN 201521105360U CN 205329632 U CN205329632 U CN 205329632U
- Authority
- CN
- China
- Prior art keywords
- dams
- steel pipe
- bag
- geotechnique
- dykes
- 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
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
Landscapes
- Revetment (AREA)
Abstract
The utility model provides a geotechnique fills and irritates the bag and take into inactive manger plate dykes and dams by lower supreme stacking in proper order, still is provided with to be used for fixing that utilize geotechnique to fill provisional manger plate dykes and dams of irritating bag and construction of steelframe support system, including filling water by a plurality of the same waiting of structure a plurality of geotechniques that are stacking fill the fixed frame who irritates the bag, fixed frame according to the geotechnique fill irritate the bag the equidistant a plurality of that is provided with of length, equidistant ground of fixed frame cutting ferrule a periphery of irritating the bag manger plate dykes and dams taken is being filled by a plurality of geotechniques, the bolt fastening is all passed through on the bed surface in ground or riverbed in each fixed frame's bottom. The utility model discloses an utilize geotechnique to fill provisional manger plate dykes and dams of irritating bag and construction of steelframe support system adopts fluid -tight geotechnique to fill the steelframe bearing structure who irritates bag and steelframe support system and strengthen lateral stabilty, builds stable multilayer and fills and irritate a bag structure, can be used to build fast among the fender water facilities such as provisional dykes and dams, flood control barrier and cofferdam.
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 dash dykes and dams of steelframe support system construction。
Background technology
In recent years owing to sea level rise, the tsunami that causes of climate change or other natural and artificial reasons, the disaster such as flood happen occasionally, there is bigger threat in the regions such as coastal seashore, harbour, harbour；Inland river basin, lake, reservoir periphery be the heavy rain of generation, flood etc. often as rainy season arrives also, occurs river to overflow and floods farmland, village etc., and the safety of life and property of the people in serious threat。In view of the above problems, the water-retaining structure selecting a kind of reasonable is imperative。If it addition, run into the problem such as heavy rain, gushing water at construction process, or when Intertidal zone operation is as built the situations such as wind energy turbine set, generally require a kind of can fast construction, effective dash, the convenient Rational structure removing recycling。
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。What but existing geotechnique charged bag charges the selection soil or sand that material has, and causes all relatively time-consuming effort of installation and removal of dash facility, and is unfavorable for the recycling of material；Some is using water as the way 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 not suitable for building provisional dash dykes and dams。
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 dash dykes and dams that steelframe support system is built。
This utility model be the technical scheme is that a kind of geotechnique of utilization charges bag and the provisional dash dykes and dams of steelframe support system construction, include and charged bag by the geotechnique treating water-filling that some structures are identical and stack successively from the bottom to top and be barricaded as stand-by dash dykes and dams, it is additionally provided with the fixed frame charging bag for some the geotechniques stacked described in fixing, the length that described fixed frame charges bag according to geotechnique is provided with several at equal intervals, described 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 bottom of each fixed frame is bolted on the bed surface in 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 made up of the single dash dykes and dams that 2 rows are above from the bottom to top successively。
The side of described fixed frame is provided with diagonal bracing pipe also by bindiny mechanism。
When by described geotechnique charge bag be barricaded as single dash dykes and dams time, described fixed frame is single rectangular configuration, and when the combination dash dykes and dams that the single dash dykes and dams more than being arranged by 2 are constituted, described fixed frame is the many rectangular configuration being arranged side by side。
Described fixed frame includes the vertical steel pipe that the structure laying respectively at dash dykes and dams both sides is identical, it is positioned at the crossbeam of water retaining dike dam crest end, and it is positioned at dash dam base, bottom support bracket on the bed surface being bolted on ground or riverbed, the two ends of described crossbeam are connected to the crossbeam of described vertical steel pipe upper end respectively through bindiny mechanism, and the bottom of described vertical steel pipe is connected with described bottom support bracket。
Described bindiny mechanism includes: equally spaced formation positioning hole and being used for the upper alignment pin being inserted in hole, location on vertical steel pipe, form the draw-in groove at crossbeam two ends along crossbeam length direction respectively and formed at crossbeam two ends the pin hole passing perpendicularly through described draw-in groove, and be enclosed within vertical steel pipe and be fixed on the disk on vertical steel pipe by positioning hole and upper alignment pin, the periphery of described disk is embedded in the draw-in groove of described beam-end and the pin hole of beam-end and the pinboard of disk and described crossbeam are fixing to be connected by sequentially passing through。
Described disk is circular ring, is centrally formed with for being enclosed within the through hole on described vertical steel pipe, the equally spaced insertion hole being formed for inserting described pinboard in the ring plate of periphery。
When described fixed frame is single rectangular configuration, described bottom support bracket include the first bottom girder for supporting single dash dykes and dams and be integrally attached to respectively described first bottom girder two ends for fixing the be connected first fixing seat with the bed surface on ground or riverbed, the first joint steel pipe being formed for inserting described vertical steel pipe lower end vertical on the fixing seat of described first, described first fixing seat is respectively formed with first bolt hole for fixing to be connected by the bed surface of bolt with described ground or riverbed of more than 2 at the periphery of described first joint steel pipe, described first joint steel pipe is formed and formed on described vertical steel pipe location hole corresponding first location hole, described first joint steel pipe is connected by the lower alignment pin being sequentially inserted into hole, location and the first hole, location is fixing with described vertical steel pipe。
When described fixed frame is the many rectangular configuration being arranged side by side, described bottom support bracket includes second bottom girder of more than 2 that the head and the tail one being respectively used to support the single dash dykes and dams of more than 2 connects, wherein the head end of first second bottom girder and the tail end of last the second bottom girder are formed with for fixing the be connected second fixing seat with the bed surface on ground or riverbed respectively, it is formed with for fixing the fixing seat in the centre being connected with the bed surface on ground or riverbed between each two the second bottom girder, the second joint steel pipe being formed for inserting described vertical steel pipe lower end vertical on the fixing seat of described second fixing seat and centre, the fixing seat of described second fixing seat and centre is respectively formed with second bolt hole for fixing to be connected by the bed surface of bolt with described ground or riverbed of more than 2 at the periphery of described second joint steel pipe, described second joint steel pipe is formed and formed on described vertical steel pipe location hole corresponding second location hole, described second joint steel pipe is connected by the lower alignment pin being sequentially inserted into hole, location and the second hole, location is fixing with described vertical steel pipe。
When the side of described fixed frame is provided with diagonal bracing pipe, prolongation is wholely set for making diagonal bracing pipe fix, with the bed surface on ground or riverbed, the side firm banking being connected in one end of diagonal bracing pipe for first fixing seat or the second fixed seating, described side firm banking is formed with the oblique joint steel pipe for inserting diagonal bracing pipe bottom, described oblique joint steel pipe and horizontal plane angle are less than 90 degree, described side firm banking is respectively formed with the 3rd bolt hole for fixing to be connected by the bed surface of bolt with described ground or riverbed of more than 2 at the periphery of oblique joint steel pipe。
Utilization geotechnique of the present utility model charges bag and the provisional dash dykes and dams of steelframe support system construction, fluid-tight geotechnique is adopted to charge bag and the steelframe supporting construction of steelframe support system reinforcement lateral stability, 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, utilize steelframe support system, adopt flexibly the multilamellar geotechnique of single row or multiple rows formula to charge a bag water-retaining structure, it is adaptable to the dash requirement under various working, be particularly suitable for water level height, situation that foundation soil is softer。Wall height may be up to 6 meters；
2, the production, installation and removal of steelframe support system are all relatively simple, charge the laying of bag, charge, dismantle and be convenient to quick, and overall structure can realize Fast Installation dismounting under the premise of remaining stable for property。
3, select water for charging material, easy, saving fund of drawing materials；
4, the material weight that whole system adopts is lighter, it is simple to handling, storage and transport。
5, repeatable utilization
6, construction restrictive condition is few, and difficulty of construction is low。
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 overall structure schematic diagram of this utility model the 3rd embodiment；
The structural representation of disk in Fig. 4 this utility model；
Fig. 5 is the structural representation of the vertical steel pipe of this utility model；
Fig. 6 is the part-structure schematic diagram of this utility model crossbeam；
Fig. 7 is the top view of Fig. 6；
Fig. 8 is the structural representation of this utility model the first bottom girder；
Fig. 9 is the top view of Fig. 8；
Figure 10 is the structural representation of this utility model the second bottom girder；
Figure 11 is the top view of Figure 10；
Figure 12 is the first joint steel pipe or the structural representation of the second joint steel pipe and vertical fastener for connection。
In figure
1: geotechnique charges bag 2: fixed frame
3: dash dykes and dams 4: vertically steel pipe
41: hole 5, location: crossbeam
51: draw-in groove 52: upper pin hole
53: lower pin hole 6: bottom support bracket
61: the first fixing seats of bottom girder 62: the first
621: the first joint steel pipes 6211: the first position hole
622: the first bolt hole 63: the second bottom girders
64: the second fixing seats 65: middle fixing seat
641,651: the second joint steel pipes 6411/6511: the second position hole
642,652: the second bolt hole 7: bindiny mechanism
71: disk 711: disk through hole
712: circle plate-inserting hole 72: pinboard
8: diagonal bracing pipe 9: side firm banking
91: tiltedly joint steel pipe 92: the three bolt hole
10: upper alignment pin 11: lower alignment pin
A: the B such as flood, river: hard soil layer surface
C: weak soil surface
Detailed description of the invention
Below in conjunction with embodiment and accompanying drawing, the provisional dash dykes and dams utilizing geotechnique to charge bag and the construction of steelframe support system of the present utility model are described in detail。
Such as Fig. 1, shown in Fig. 2, utilization geotechnique of the present utility model charges bag and the provisional dash dykes and dams of steelframe support system construction, include and charged bag 1 by the geotechnique treating water-filling that some structures are identical and stack successively from the bottom to top and be barricaded as stand-by dash dykes and dams 3, it is additionally provided with the fixed frame 2 charging bag 1 for some the geotechniques stacked described in fixing, the length that described fixed frame 2 charges bag 1 according to geotechnique is provided with several at equal intervals, described 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 bottom of each fixed frame 2 is bolted on the bed surface in ground or riverbed。Charged bag 1 by the geotechnique that some structures are identical and stack the combination dash dykes and dams being barricaded as single dash dykes and dams 3 or being made up of the single dash dykes and dams 3 that 2 rows are above from the bottom to top successively。Described geotechnique charges bag 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 it is shown on figure 3, the side of described fixed frame 2 is provided with diagonal bracing pipe 8 also by bindiny mechanism 7。The diagonal bracing pipe 8 of lateral support provides bigger lateral stability for whole system。
As shown in Figure 1 and Figure 2, when by described geotechnique charge bag 1 be barricaded as single dash dykes and dams 3 time, described fixed frame 2 is single rectangular configuration, and when the combination dash dykes and dams that the single dash dykes and dams 3 more than being arranged by 2 are constituted, described fixed frame 2 is the many rectangular configuration being arranged side by side。
As shown in Figure 1 and Figure 2, described fixed frame 2 includes the vertical steel pipe 4 that the structure laying respectively at dash dykes and dams 3 both sides is identical, it is positioned at the crossbeam 5 on dash dykes and dams 3 top, and it is positioned at bottom dash dykes and dams 3, bottom support bracket 6 on the bed surface being bolted on ground or riverbed, the two ends of described crossbeam 5 are connected to the crossbeam 5 of described vertical steel pipe 4 upper end respectively through bindiny mechanism 7, and the bottom of described vertical steel pipe 4 is connected with described bottom support bracket 6。
Such as Fig. 4, Fig. 5, Fig. 6, shown in Fig. 7, described bindiny mechanism 7 includes: equally spaced formation positioning hole 41 and being used for the upper alignment pin 10 (shown in Fig. 1) being inserted in hole 41, location on vertical steel pipe 4, the draw-in groove 51 at crossbeam 5 two ends it is symmetrically formed at respectively along crossbeam 5 length direction, it is vertically formed at the upper pin hole 52 of described draw-in groove 51 upper end and is vertically formed at the lower pin hole 53 of described draw-in groove 51 lower end, and be enclosed within vertical steel pipe 4 and be fixed on the disk 71 on vertical steel pipe 4 by positioning hole 41 and upper alignment pin 10, the periphery of described disk 71 is embedded in the draw-in groove 51 of described crossbeam 5 end and by sequentially passing through the upper pin hole 52 of crossbeam 5 end, the pinboard 72 of disk 71 and lower pin hole 53 is fixing with described crossbeam 5 to be connected。
As shown in Figure 4, described disk 71 is circular ring, is centrally formed with for being enclosed within the through hole 711 on described vertical steel pipe 4, the equally spaced insertion hole 712 being formed for inserting described pinboard 72 in the ring plate of periphery。
Such as Fig. 8, shown in Fig. 9, when described fixed frame 2 is single rectangular configuration, described bottom support bracket 6 include the first bottom girder 61 for supporting single dash dykes and dams 3 and be integrally attached to respectively described first bottom girder 61 two ends for fixing the be connected first fixing seat 62 with the bed surface on ground or riverbed, the first joint steel pipe 621 being formed for inserting described vertical steel pipe 4 lower end vertical on the fixing seat 62 of described first, described first fixing seat 62 is respectively formed with first bolt hole 622 for being fixed by the bed surface of bolt with described ground or riverbed to be connected of more than 2 at the periphery of described first joint steel pipe 621, described first joint steel pipe 621 is formed and formed on described vertical steel pipe 4 location hole 41 corresponding first location hole 6211, described first joint steel pipe 621 is connected by the lower alignment pin 11 (shown in Figure 12) being sequentially inserted into hole, location 41 and the first hole 6211, location is fixing with described vertical steel pipe 4。
Such as Figure 10, shown in Figure 11, when described fixed frame 2 is the many rectangular configuration being arranged side by side, described bottom support bracket 6 includes second bottom girder 63 of more than 2 that the head and the tail one being respectively used to support the single dash dykes and dams 3 of more than 2 connects, wherein the head end of first second bottom girder 63 and the tail end of last the second bottom girder 63 are formed with for fixing the be connected second fixing seat 64 with the bed surface on ground or riverbed respectively, it is formed with for fixing the fixing seat 65 in the centre being connected with the bed surface on ground or riverbed between each two the second bottom girder 64, the second joint steel pipe 641/651 being formed for inserting described vertical steel pipe 4 lower end vertical on the fixing seat 65 of described second fixing seat 64 and centre, the fixing seat 65 of described second fixing seat 64 and centre is respectively formed with second bolt hole 642/652 for being fixed by the bed surface of bolt with described ground or riverbed to be connected of more than 2 at the periphery of described second joint steel pipe 641/651, described second joint steel pipe 641/651 is formed and formed on described vertical steel pipe 4 location hole 41 corresponding second location hole 6411/6511, described second joint steel pipe 641/651 is fixed with described vertical steel pipe 4 be connected by being sequentially inserted into hole, location 41 and the second lower alignment pin 11 (shown in Figure 12) positioning in hole 6411/6511。
As shown in Figure 3, when the side of described fixed frame 2 is provided with diagonal bracing pipe 8, first fixing seat 62 or the second fixing seat 64 are positioned at one end prolongation of diagonal bracing pipe 8 and are wholely set for making diagonal bracing pipe 8 fix, with the bed surface on ground or riverbed, the side firm banking 9 being connected, described side firm banking 9 is formed with the oblique joint steel pipe 91 for inserting diagonal bracing pipe 8 bottom, described oblique joint steel pipe 91 and horizontal plane angle are less than 90 degree, described side firm banking 9 is respectively formed with the 3rd bolt hole 92 for fixing to be connected by the bed surface of bolt with described ground or riverbed of more than 2 at the periphery of oblique joint steel pipe 91。
Utilization geotechnique of the present utility model charges bag and the provisional dash dykes and dams of steelframe support system construction; utilize the waterproof geotechnique of multilamellar to charge bag and build the water-retaining structure such as provisional dykes and dams, protect the harm that target inside it or facility overflow etc. from flood, tsunami, river。
The geotechnique of utilization of the present utility model charges the provisional dash dykes and dams that bag and steelframe support system are built, it is adaptable to the situation that a lateral water pressure is relatively big, ground is softer, as it may happen that the both sides, river course overflowed of the harbour of tsunami or seabeach, generation river or storehouse bank periphery。Further, since harbour or dock area i.e. water-retaining structure inside region, it is usually concrete foundation or asphalt road, it is possible to base screw of the present utility model and rigid foundation are fixed, then other parts are installed。
Below for single dash dykes and dams, illustrate that the provisional dash dykes and dams erection sequence utilizing geotechnique to charge bag and the construction of steelframe support system of the present utility model is first select corresponding supporting construction according to actual condition。Supporting construction install according to base, vertical steel pipe, crossbeam order。Complete the installation of fixed frame。
After completing the building of fixed frame, select according to the water-retaining structure height of design the geotechnique of requirement to charge bag, in fixed frame, start to stack the geotechnique not charged charge bag, and bind with 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 dash dykes and dams of steelframe support system construction, include and charged bag (1) by the geotechnique treating water-filling that some structures are identical and stack successively from the bottom to top and be barricaded as stand-by dash dykes and dams (3), it is characterized in that, it is additionally provided with the fixed frame (2) charging bag (1) for some the geotechniques stacked described in fixing, the length that described fixed frame (2) charges bag (1) according to geotechnique is provided with several at equal intervals, described 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 bottom of each fixed frame (2) is bolted on the bed surface in ground or riverbed。
2. utilization geotechnique according to claim 1 charges bag and the provisional dash dykes and dams of steelframe support system construction, it is characterized in that, the geotechnique that some structures are identical charge bag (1) and stack the combination dash dykes and dams being barricaded as single dash dykes and dams (3) or being made up of the single dash dykes and dams (3) that 2 rows are above from the bottom to top successively。
3. utilization geotechnique according to claim 1 charges bag and the provisional dash dykes and dams of steelframe support system construction, it is characterized in that, the side of described fixed frame (2) is provided with diagonal bracing pipe (8) also by bindiny mechanism (7)。
4. utilization geotechnique according to claim 1 and 2 charges bag and the provisional dash dykes and dams of steelframe support system construction, it is characterized in that, when by described geotechnique charge bag (1) be barricaded as single dash dykes and dams (3) time, described fixed frame (2) is single rectangular configuration, when the combination dash dykes and dams that the single dash dykes and dams (3) more than being arranged by 2 are constituted, described fixed frame (2) is the many rectangular configuration being arranged side by side。
5. utilization geotechnique according to claim 1 charges bag and the provisional dash dykes and dams of steelframe support system construction, it is characterized in that, described fixed frame (2) includes the vertical steel pipe (4) that the structure laying respectively at dash dykes and dams (3) both sides is identical, it is positioned at the crossbeam (5) on dash dykes and dams (3) top, and it is positioned at dash dykes and dams (3) bottom, bottom support bracket (6) on the bed surface being bolted on ground or riverbed, the two ends of described crossbeam (5) are connected to the crossbeam (5) of described vertical steel pipe (4) upper end respectively through bindiny mechanism (7), the bottom of described vertical steel pipe (4) is connected with described bottom support bracket (6)。
6. the geotechnique that utilizes according to claim 3 or 5 charges bag and the provisional dash dykes and dams of steelframe support system construction, it is characterized in that, described bindiny mechanism (7) includes: equally spaced formation hole, location (41) on vertical steel pipe (4) and be used for the upper alignment pin (10) being inserted in hole, location (41), form the draw-in groove (51) at crossbeam (5) two ends along crossbeam (5) length direction respectively and formed at crossbeam (5) two ends the pin hole (52) passing perpendicularly through described draw-in groove (51), and it is enclosed within the disk (71) that vertical steel pipe (4) is upper and is fixed on vertical steel pipe (4) by hole, location (41) and upper alignment pin, the periphery of described disk (71) is embedded in the draw-in groove (51) of described crossbeam (5) end and the pin hole (52) of crossbeam (5) end and the pinboard (72) of disk (71) and described crossbeam (5) are fixing to be connected by sequentially passing through。
7. utilization geotechnique according to claim 6 charges bag and the provisional dash dykes and dams of steelframe support system construction, it is characterized in that, described disk (71) is circular ring, it is centrally formed with for being enclosed within the through hole (711) on described vertical steel pipe (4), the equally spaced insertion hole (712) being formed for inserting described pinboard (72) in the ring plate of periphery。
8. utilization geotechnique according to claim 5 charges bag and the provisional dash dykes and dams of steelframe support system construction, it is characterized in that, when described fixed frame (2) is single rectangular configuration, described bottom support bracket (6) include the first bottom girder (61) for supporting single dash dykes and dams (3) and be integrally attached to respectively described first bottom girder (61) two ends for fixing the be connected first fixing seat (62) with the bed surface on ground or riverbed, described first fixes upper vertical the first joint steel pipe (621) being formed with for inserting described vertical steel pipe (4) lower end of seat (62), described first fixing seat (62) is respectively formed with first bolt hole (622) for fixing to be connected by the bed surface of bolt with described ground or riverbed of more than 2 at the periphery of described first joint steel pipe (621), described first joint steel pipe (621) is formed first location hole (6211) corresponding with the hole, location (41) formed on described vertical steel pipe (4), described first joint steel pipe (621) is connected by the lower alignment pin (11) being sequentially inserted into hole, location (41) and the first hole, location (6211) is fixing with described vertical steel pipe (4)。
9. utilization geotechnique according to claim 5 charges bag and the provisional dash dykes and dams of steelframe support system construction, it is characterized in that, when described fixed frame (2) is the many rectangular configuration being arranged side by side, described bottom support bracket (6) includes second bottom girder (63) of more than 2 that the head and the tail one being respectively used to support the single dash dykes and dams (3) of more than 2 connects, wherein the head end of first second bottom girder (63) and the tail end of last the second bottom girder (63) are formed with for fixing the be connected second fixing seat (64) with the bed surface on ground or riverbed respectively, it is formed with for fixing the fixing seat (65) in the centre being connected with the bed surface on ground or riverbed between each two the second bottom girder (64), described second fixing seat (64) and centre upper vertical the second joint steel pipe (641/651) being formed for inserting described vertical steel pipe (4) lower end of fixing seat (65), the fixing seat (65) of described second fixing seat (64) and centre is respectively formed with second bolt hole (642/652) for fixing to be connected by the bed surface of bolt with described ground or riverbed of more than 2 at the periphery of described second joint steel pipe (641/651), described second joint steel pipe (641/651) is formed second location hole (6411/6511) corresponding with the hole, location (41) formed on described vertical steel pipe (4), described second joint steel pipe (641/651) is connected by the lower alignment pin (11) being sequentially inserted into hole, location (41) and the second hole, location (6411/6511) is fixing with described vertical steel pipe (4)。
10. the geotechnique that utilizes described according to Claim 8 or 5 charges bag and the provisional dash dykes and dams of steelframe support system construction, it is characterized in that, when the side of described fixed frame (2) is provided with diagonal bracing pipe (8), first fixing seat (62) or the second fixing seat (64) are positioned at one end prolongation of diagonal bracing pipe (8) and are wholely set the side firm banking (9) being connected for making diagonal bracing pipe (8) fix with the bed surface on ground or riverbed, described side firm banking (9) is formed with the oblique joint steel pipe (91) for inserting diagonal bracing pipe (8) bottom, described oblique joint steel pipe (91) and horizontal plane angle are less than 90 degree, described side firm banking (9) is respectively formed with the 3rd bolt hole (92) for being fixed by the bed surface of bolt with described ground or riverbed to be connected of more than 2 at the periphery of oblique joint steel pipe (91)。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521105360.4U CN205329632U (en) | 2015-12-24 | 2015-12-24 | Utilize geotechnique to fill provisional manger plate dykes and dams of irritating bag and construction of steelframe support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521105360.4U CN205329632U (en) | 2015-12-24 | 2015-12-24 | Utilize geotechnique to fill provisional manger plate dykes and dams of irritating bag and construction of steelframe support system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205329632U true CN205329632U (en) | 2016-06-22 |
Family
ID=56313132
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521105360.4U Expired - Fee Related CN205329632U (en) | 2015-12-24 | 2015-12-24 | Utilize geotechnique to fill provisional manger plate dykes and dams of irritating bag and construction of steelframe support system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205329632U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105421292A (en) * | 2015-12-24 | 2016-03-23 | 天津大学 | Temporary water-retaining dam built through geotextile filling bags and steel frame supporting systems |
| CN108316240A (en) * | 2018-03-22 | 2018-07-24 | 自贡市金土地科技有限公司 | A kind of component that can quickly form disaster relief dike |
-
2015
- 2015-12-24 CN CN201521105360.4U patent/CN205329632U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105421292A (en) * | 2015-12-24 | 2016-03-23 | 天津大学 | Temporary water-retaining dam built through geotextile filling bags and steel frame supporting systems |
| CN108316240A (en) * | 2018-03-22 | 2018-07-24 | 自贡市金土地科技有限公司 | A kind of component that can quickly form disaster relief dike |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105421292B (en) | The provisional dash dykes and dams that bag and steelframe support system are built are charged using geotechnique | |
| CN205822279U (en) | A kind of marine structure anti-scouring system | |
| CN101886374B (en) | Groove bottom-reinforced fully lined debris flow drainage groove and construction method thereof | |
| CN110158546B (en) | Emergency protection structure and protection method for earth and rockfill dam and earth and rockfill dam backwater slope | |
| CN103866817B (en) | Water intake pumping station | |
| CN205329632U (en) | Utilize geotechnique to fill provisional manger plate dykes and dams of irritating bag and construction of steelframe support system | |
| CN205329631U (en) | Utilize geotechnique to fill and irritate a bag and a provisional flood control barrier that shaped steel frame was built | |
| CN105239530A (en) | Externally bonded landscape flood prevention wall structure | |
| CN105507205B (en) | It is a kind of that the provisional flood control barrier that bag and gate steelframe are built is charged using geotechnique | |
| CN203904971U (en) | Reinforcement cage protective device capable of controlling necking, bar leakage and mud inclusion of underground diaphragm wall | |
| CN111705759A (en) | Device for large variation of reservoir water level, intercepting sewage, guaranteeing flood discharge and generating safety | |
| CN210658323U (en) | Assembled fixer for dyke emergency to resist large-tonnage horizontal force | |
| RU2441113C2 (en) | Retaining-regulating structure on soil-filled flood bed and method of its erection | |
| CN110492832A (en) | A kind of photovoltaic power generation structure applied to breakwater | |
| CN212388485U (en) | Device for large variation of reservoir water level, intercepting sewage, guaranteeing flood discharge and generating safety | |
| CN205035780U (en) | Wet tailing of piling accelerates drainage consolidation device and tailing storehouse drainage system step by step | |
| CN206554018U (en) | A kind of ecological flood control wall construction | |
| CN210117729U (en) | Side slope slide-resistant wall structure | |
| CN110080165B (en) | Arch thin-wall structure retaining dam capable of being constructed rapidly and application method thereof | |
| CN105525595A (en) | Gabion-piled slab type debris flow retaining structure and implementation method thereof | |
| DE102011114158A1 (en) | Floating energy self-sufficient platforms and methods for their production | |
| CN105002870A (en) | Stage-by-stage wet stacking tailing drainage acceleration and consolidation device | |
| CN208869991U (en) | A kind of act of dam type temperature density current is blocked device | |
| JP2004003238A (en) | Water gate for preventing high tide | |
| CN219668453U (en) | Floating body assembling platform suitable for floating type photovoltaic power station |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20160622 Termination date: 20161224 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |