CN205475282U - Can assemble recoverable foundation ditch drainage and protective system - Google Patents
Can assemble recoverable foundation ditch drainage and protective system Download PDFInfo
- Publication number
- CN205475282U CN205475282U CN201620300636.2U CN201620300636U CN205475282U CN 205475282 U CN205475282 U CN 205475282U CN 201620300636 U CN201620300636 U CN 201620300636U CN 205475282 U CN205475282 U CN 205475282U
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- Prior art keywords
- rhone
- drainage
- waterwall
- draining
- foundation ditch
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Abstract
The utility model discloses a can assemble recoverable foundation ditch drainage and protective system, drainage device including the level of locating foundation ditch concrete topping both ends sets up is equipped with water retaining device between drainage device who sets up and the foundation ditch on the foundation ditch, drainage device and water retaining device are the mill work, adopt prefabricate drainage device and water retaining device, can realize drainage device and water retaining device's a lot of reuse, improve the utilization ratio of material, practice thrift drainage device and water retaining device's time of buildding and the time of demolising, the utility model discloses to water drainage tank adoption U type or trapezoidal, not only be convenient for make, the displacement is big moreover, does benefit to the quick discharge of water, the bottom of fender rod is the steel pipe to set up the screw thread in the outside of steel pipe, make things convenient for the fender rod to twist and back -out the waterwall, practice thrift man -hour, simultaneously, the reuse of realization fender rod, whole drainage and protective system, simple structure, each part can repeat recycle rates highly, can realize effective drainage of underground works.
Description
Technical field
This utility model relates to underground engineering drainage of foundation pit and protection, particularly can assemble callable drainage of foundation pit and protection body
System.
Background technology
In underground engineering, during foundation pit construction, in order to ensure being normally carried out of construction, need to carry out effective draining, often
Gutter can be set in foundation ditch bottom surface and end face, organized by the water discharge in foundation ditch.Generally gutter needs to use rectangle
Brick gutter, but brick gutter typically will be through blinding layer, gutter two brick laid on edge, brick surface swabbing cement mortar etc.
Step just can complete, and construction procedure is the most loaded down with trivial details, long construction period, the brick after underground engineering terminates simultaneously, used by gutter
Generally process as building waste after dismounting, cause the waste of material, it is impossible to realize gutter material therefor is reused,
Furthermore, along with the price of brick constantly increases, the construction cost in gutter is also increasing year by year.
Exactly because the effect in gutter is important, but prior art not only increases construction cost, and material recycling rate of waterused
Low, it is therefore desirable to have the new recyclable drainage arrangement being applicable to underground engineering.
It addition, also need to arrange waterwall to avoid foundation ditch is caused damage at foundation ditch periphery, but the construction step of waterwall at present
The most loaded down with trivial details, long construction period, and material can not reuse, and causes the waste of job costs and material, meanwhile, draining
Ditch and waterwall use manually builds a wall, and easily in drainage procedure, stitching portion is susceptible to seepage.
Utility model content
The purpose of this utility model be to provide for a kind of callable, can realize recycling, based on industrialized production
Be applicable to underground engineering, foundation ditch assembles callable drainage of foundation pit and protection system.
In order to reach above-mentioned purpose, this utility model adopts the following technical scheme that
Callable drainage of foundation pit and protection system can be assembled, including the horizontally disposed row being located at foundation ditch concrete topping two ends
Water device, is provided with baffle device for water between drainage arrangement and the foundation ditch that foundation ditch upper end is arranged, and drainage arrangement is with baffle device for water
Factory's concrete or the prefabricated component of other materials；Use drainage arrangement and the baffle device for water of prefabrication, drainage arrangement can be realized
With being used repeatedly of baffle device for water, improve the utilization rate of material, save drainage arrangement and baffle device for water time of building and
The dismounting time.
Further, described drainage arrangement includes concrete or the rhone of other materials of the prefabrication that multistage splices successively,
Described baffle device for water includes the waterwall of the prefabrication that multistage splices successively.
Further, described drainage arrangement is connected with baffle device for water, and draining is effectively ensured.
Further, the L-shaped setting of described waterwall, i.e. waterwall include perpendicular section and the horizontal segment being vertically arranged, adjacent
Scribble fluid sealant between waterwall, all scribble fluid sealant between adjacent rhone, it is ensured that the sealing property of system, it is to avoid be logical
Cross gap and seepage occurs.
Further, described rhone includes in inverted trapezoidal or the U-shaped or stage casing of circular arc type, additionally, rhone is also
Drain pipe can be selected to replace, simply for saving material, convenient splicing, facilitate the follow-up transport to prefabricated components such as rhones,
And rhone is conveniently connected with waterwall.
Further, when rhone is inverted trapezoidal, being respectively provided with end in the both sides in stage casing, the bottom of rhone one end sets
Jagged, the horizontal segment of waterwall splices with breach, and the bottom of described rhone one end is provided with breach, the level of waterwall
Section is spliced with breach.
Further, described waterwall is fastened by clamp device with the stitching portion of rhone.
Further, in the rhone of splicing, each rhone side level is provided with projection, and opposite side is provided with groove, groove and
Male cooperation is for quickly splicing.
Further, in the rhone of splicing, the both ends one end of each rhone is provided with the second projection, and the other end is provided with
Second groove, the second projection realizes quickly being connected with the second groove fit further；Or in the end of rhone, rubber is set
Waterstop presses rubber fastening band by two rhones and carries out sealing.
Further, when the interruption of rhone is U-shaped, it is respectively arranged with connecting portion in four corners of rhone, passes through
Connecting portion and bolt realize being fastenedly connected of adjacent two rhones, and connecting portion is the middle annular component with connecting hole.
The beneficial effects of the utility model are:
1) gutter uses sliceable, multiple rhones to replace, and rhone uses mill work, splicing quickly, simultaneously
After having constructed, can realize again repeating to recycle, be greatly saved the Financial cost of time cost and material.
2) adjacent rhone is coordinated by protruding and groove in stitching portion, is on the one hand easy to Fast Installation, on the other hand
Sealing is improved, meanwhile, then fitted seal glue or rubber fastening band, in underground engineering water has been effectively ensured
Discharge.
3) rhone is used the U-shaped or shape of inverted trapezoidal, be not only convenient for manufacturing, and displacement is big, beneficially water
Quickly discharge, be prevented effectively from the damage to foundation ditch.
4) bottom of fender rod is steel pipe, and is threaded in the outside of steel pipe, facilitates fender rod to be screwed in and out waterwall,
Save man-hour, simultaneously, it is achieved the recycling of fender rod.
5) whole draining and protection system, simple in construction, easy construction, the repeatable recovery utilization rate of all parts is high, can be real
Effective draining of existing underground engineering.
Accompanying drawing explanation
Fig. 1 is the location drawing in this utility model gutter；
Fig. 2 is the structural representation of the U-shaped rhone of this utility model；
Fig. 3 is another schematic diagram of structure of the U-shaped rhone of this utility model；
Fig. 4 is the structural representation of this utility model inverted trapezoidal rhone；
Fig. 5 is another schematic diagram of this utility model inverted trapezoidal rhone；
Fig. 6 is the sectional view at this utility model inverted trapezoidal rhone；
Fig. 7 is the schematic diagram of waterwall in this utility model；
Fig. 8 is the schematic diagram of fender rod in this utility model；
Wherein: 1.U type rhone, 2. groove, 3. protruding, 4. connecting portion, 5. drainage arrangement, 6. waterwall, 7. concrete
Surface layer, 8. breach, 9. screwed hole, 10. inverted trapezoidal rhone, 11. second grooves, 12. second is protruding, 13. fender rods, and 13.
Bolt, 14. fender rod screwed holes, 15. waterwall screwed holes, 16. outer wall of basement.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is carried out clear,
Complete description.
Embodiment 1
Callable drainage of foundation pit and protection system can be assembled, including being located at the horizontally disposed of foundation ditch concrete topping 7 two ends
Drainage arrangement, as it is shown in figure 1, respectively arrange a drainage arrangement at foundation ditch lower end outer wall of basement 16 and upper end, in foundation ditch upper end
Being provided with baffle device for water between the drainage arrangement 5 and the foundation ditch that arrange, it is concrete prefabricated that drainage arrangement 5 and baffle device for water are factory
Part；Described drainage arrangement 5 includes the rhone of the prefabrication that multistage splices successively, and described baffle device for water includes that multistage is successively
The waterwall 6 of the prefabrication of splicing, a height of 300mm, use drainage arrangement 5 and the baffle device for water of prefabrication, can be real
Existing drainage arrangement 5 is used repeatedly with baffle device for water, improves the utilization rate of material, saves drainage arrangement and waterwall 6
Time of building and the dismounting time.
Described rhone stage casing is inverted trapezoidal, uses rhone and the baffle device for water of prefabrication, can realize rhone repeatedly
Recycling, improves the utilization rate of material；Described rhone includes in inverted trapezoidal, and go to the bottom a width of 300mm, is 300mm deeply,
It is respectively provided with end in the both sides in rhone stage casing, as shown in Figure 4 and Figure 5, conveniently rhone is picked up by end and put
Under, meanwhile, facilitate the support of rhone, extend the service life of inverted trapezoidal rhone 10.
In the rhone of splicing, each rhone bottom side level is provided with the second projection 12, and opposite side is provided with the second groove 11,
Being equivalent to bottom and have two-layer, upper strata is arranged beyond lower floor, and in adjacent rhone, the second groove 11 and second protruding 12 coordinates
For quickly splicing；Additionally, the end base at inverted trapezoidal rhone 10 is provided with breach 8, for splicing with waterwall 6,
Realize rhone end upper simultaneously, waterwall 6 under setting, it is ensured that overall connection is prevented effectively from seepage simultaneously；Institute
State perpendicular section and horizontal segment that the L-shaped setting of waterwall 6, i.e. waterwall 6 include being vertically arranged, as shown in Figure 6 and Figure 7,
Scribble fluid sealant between adjacent waterwall 6, all scribble fluid sealant between adjacent inverted trapezoidal rhone 10, body is effectively ensured
The sealing property of system, it is to avoid seepage occurs by gap；Or it is close for ensureing that the end of rhone is respectively provided with rubber fastening band
Envelope effect, reaches the purpose of sealing by extruding rubber fastening band.
Rhone is connected with the waterwall 6 being vertically arranged near the end of foundation ditch concrete topping, inverted trapezoidal rhone 10 end
Side be provided with the screwed hole 9 for connecting with waterwall, the horizontal segment at waterwall 6 is again provided with waterwall screwed hole 15,
Waterwall 6 and inverted trapezoidal rhone 10 are fastened by screw or bolt 13 by screwed hole 9 and waterwall screwed hole 15.
It addition, can arrange fender rod 13 at the top of waterwall 6, many root guards bar 13 is spaced setpoint distance and arranges, adjacent
Arranging cross bar between fender rod 13, described fender rod 13 is mill work, and fender rod 13 top is not less than far from ground
1100mm；The bottom of described fender rod 13 is screwed steel pipe, and as shown in Figure 8, top is concrete, in protection
The top of device is provided with fender rod screwed hole 14, carries out assembling by fender rod screwed hole 14 and realize fender rod bottom fender rod
13 can be repeated several times utilization, and mount and dismount conveniently.
The construction method of callable drainage of foundation pit and protection system can be assembled, specifically comprise the following steps that
1) foundation ditch domatic laying concrete topping and foundation ditch top lay concrete revetment bear down on one；
2) bank protection bear down on one away from the rammed earth of foundation ditch side and smooth after, prefabricated concrete water-retaining wall 6, phase are set
Sealed by fluid sealant between adjacent waterwall 6；
3) excavating foundation trench in the side away from foundation ditch of waterwall 6, the size of foundation trench adapts with prefabricated concrete drain tank；
4) multiple rhones are spliced successively it is arranged in foundation trench；
5) to be onstructed complete after, rhone and waterwall 6 successively, it is achieved recycle and reuse.
Embodiment 2
Callable drainage of foundation pit and protection system can be assembled, including being located at the horizontally disposed of foundation ditch concrete topping 7 two ends
Drainage arrangement, is provided with baffle device for water between drainage arrangement 5 and the foundation ditch that foundation ditch upper end is arranged, and drainage arrangement 5 fills with dash
Put and be factory's precast concrete；Described drainage arrangement 5 includes the rhone of the prefabrication that multistage splices successively, described
Baffle device for water includes the waterwall 6 of the prefabrication that multistage splices successively, a height of 300mm.
The L-shaped setting of waterwall 6, i.e. waterwall 6 include perpendicular section and the horizontal segment being vertically arranged, adjacent waterwall 6 it
Between scribble fluid sealant, all scribble fluid sealant between adjacent inverted trapezoidal rhone 10, the sealing property of system be effectively ensured, keep away
Exempt from, by gap, seepage occurs.
Rhone stage casing is U-shaped, as depicted in figs. 1 and 2, and the both ends of each rhone in the U-shaped rhone 1 of splicing
One end is provided with protruding 3, and the other end is provided with groove 2, and the setting of projection 3 and groove 2 is not only further ensured that quickly splicing,
And the sealing property of U-shaped rhone 1 can be improved；Angle, four, the top of U-shaped rhone 1 is provided with connecting portion 4, adjacent U
Type rhone 1 is connected with each other through connecting portion 4 by bolt, and connecting portion 4 is the middle annular component with connecting hole,
Being fastenedly connected of adjacent two U-shaped rhones 1 is realized by connecting portion 4.
The construction method of callable drainage of foundation pit and protection system can be assembled, specifically comprise the following steps that
1) foundation ditch domatic laying concrete topping and foundation ditch top lay concrete revetment bear down on one；
2) bank protection bear down on one away from the rammed earth of foundation ditch side and smooth after, prefabricated concrete water-retaining wall 6, phase are set
Sealed by fluid sealant between adjacent waterwall 6；
3) foundation trench, the size of foundation trench and prefabricated concrete U-type rhone 1 are excavated in the side away from foundation ditch of waterwall 6
Adapt；
4) multiple U-shaped rhones 1 are spliced successively it is arranged in foundation trench；
5) to be onstructed complete after, the most U-shaped rhone 1 and waterwall 6, it is achieved recycle and reuse.
The above is only preferred implementation of the present utility model, it is noted that for the ordinary skill people of the art
For Yuan, on the premise of without departing from this utility model principle, it is also possible to make some improvements and modifications, these improve and profit
Decorations also should be regarded as protection domain of the present utility model.
Claims (10)
1. can assemble callable drainage of foundation pit and protection system, it is characterised in that include being located at foundation ditch concrete topping two ends
Horizontally disposed drainage arrangement, foundation ditch upper end arrange drainage arrangement and foundation ditch between be provided with baffle device for water, drainage arrangement
It is mill work with baffle device for water.
2. draining as claimed in claim 1 and protection system, it is characterised in that described drainage arrangement includes that multistage is spelled successively
The rhone of the prefabrication connect, described baffle device for water includes the waterwall of the prefabrication that multistage splices successively.
3. draining as claimed in claim 1 and protection system, it is characterised in that described drainage arrangement is connected with baffle device for water.
4. draining as claimed in claim 2 and protection system, it is characterised in that the L-shaped setting of described waterwall, i.e. keeps off
Waterwall includes perpendicular section and the horizontal segment being vertically arranged, and scribbles fluid sealant between adjacent waterwall, between adjacent rhone all
Scribble fluid sealant.
5. draining as claimed in claim 4 and protection system, it is characterised in that described rhone include in inverted trapezoidal or
U-shaped or the stage casing of circular arc type.
6. draining as claimed in claim 5 and protection system, it is characterised in that when rhone is inverted trapezoidal, in stage casing
Both sides be respectively provided with end, the bottom of rhone one end is provided with breach, and the horizontal segment of waterwall and breach splice.
7. draining as claimed in claim 6 and protection system, it is characterised in that described waterwall and the stitching portion of rhone
Fastened by clamp device.
8. the draining as described in claim 4 or 5 and protection system, it is characterised in that each draining in the rhone of splicing
Trench bottom side level is provided with projection, and opposite side is provided with groove, groove and male cooperation for quickly splicing.
9. the draining as described in claim 4 or 5 and protection system, it is characterised in that each draining in the rhone of splicing
The both ends one end of groove is provided with the second projection, and the other end is provided with the second groove.
10. draining as claimed in claim 4 and protection system, it is characterised in that when the interruption of rhone is U-shaped,
It is respectively arranged with connecting portion in four corners of rhone, realizes being fastenedly connected of adjacent two rhones by connecting portion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620300636.2U CN205475282U (en) | 2016-04-12 | 2016-04-12 | Can assemble recoverable foundation ditch drainage and protective system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620300636.2U CN205475282U (en) | 2016-04-12 | 2016-04-12 | Can assemble recoverable foundation ditch drainage and protective system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205475282U true CN205475282U (en) | 2016-08-17 |
Family
ID=56640059
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620300636.2U Expired - Fee Related CN205475282U (en) | 2016-04-12 | 2016-04-12 | Can assemble recoverable foundation ditch drainage and protective system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205475282U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105714838A (en) * | 2016-04-12 | 2016-06-29 | 山东大学 | Foundation pit drainage and protection system capable of being assembled and recycled |
-
2016
- 2016-04-12 CN CN201620300636.2U patent/CN205475282U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105714838A (en) * | 2016-04-12 | 2016-06-29 | 山东大学 | Foundation pit drainage and protection system capable of being assembled and recycled |
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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: 20160817 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |