CN205369280U - Pressure -bearing precipitation tubular well - Google Patents
Pressure -bearing precipitation tubular well Download PDFInfo
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- CN205369280U CN205369280U CN201521066013.5U CN201521066013U CN205369280U CN 205369280 U CN205369280 U CN 205369280U CN 201521066013 U CN201521066013 U CN 201521066013U CN 205369280 U CN205369280 U CN 205369280U
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- pressure
- pipe well
- bearing precipitation
- precipitation pipe
- bearing
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Abstract
The utility model relates to a pressure -bearing precipitation tubular well, including upper segment pressure -bearing precipitation tubular well and hypomere pressure -bearing precipitation tubular well, insert upper segment pressure -bearing precipitation tubular well's bottom in the hypomere pressure -bearing precipitation tubular well, hypomere pressure -bearing precipitation tubular well's top pass through the flange dish with upper segment pressure -bearing precipitation tubular well fixed connection. The utility model discloses utilize the ring flange to connect upper segment pressure -bearing precipitation tubular well and hypomere pressure -bearing precipitation tubular well, realize the steady certainly of pressure -bearing precipitation tubular well, reach the purpose of safety in production, on the other hand realizes pressure -bearing precipitation tubular well's section construction, and material loss is few, the rate of recovery is high, and can have enough to meet the need the use, has reduced engineering cost.
Description
Technical field
This utility model relates to the realm of building construction, particularly relates to a kind of with from the pressure-bearing precipitation pipe well of steady function.
Background technology
In China, along with expanding economy, because of building function adjustment, it is necessary to original base case is readjusted, thus also bring and base plate is removed and base plate piling and original pattern foundation pit supporting structure adjustment such as undergo technological transformation at the series of problems.Remove particularly in carrying out base plate and in the construction of base plate piling, if rearmounted time without support zone in Foundation Pit, be then difficulty with pressure-bearing precipitation, producing for construction safety and bring hidden danger.
Therefore, how to provide a kind of pressure-bearing precipitation pipe well being capable of from steady function, be those skilled in the art's technical problems urgently to be resolved hurrily.
Utility model content
This utility model provides a kind of pressure-bearing precipitation pipe well, to solve above-mentioned technical problem.
For solving above-mentioned technical problem, this utility model provides a kind of pressure-bearing precipitation pipe well, including epimere pressure-bearing precipitation pipe well and hypomere pressure-bearing precipitation pipe well, the bottom of described epimere pressure-bearing precipitation pipe well is inserted in described hypomere pressure-bearing precipitation pipe well, and the top of described hypomere pressure-bearing precipitation pipe well is connected by ring flange and described epimere pressure-bearing precipitation pipe well are fixing.
Preferably, described ring flange includes size first steel plate identical with shape and the second steel plate, described first steel plate welds with described epimere pressure-bearing precipitation pipe well, and described second steel plate welds with described hypomere pressure-bearing precipitation pipe well, and described first steel plate and the second steel plate are bolted.
It is preferred that be provided with the first ribbed stiffener between described first steel plate and described epimere pressure-bearing precipitation pipe well.
It is preferred that be provided with the second ribbed stiffener between the bottom of described epimere pressure-bearing precipitation pipe well and described hypomere pressure-bearing precipitation pipe well.
It is preferred that the quantity of described first, second ribbed stiffener is 4, and prolongs circumference and be uniformly distributed.
It is preferred that be provided with rubber fastening band between described first steel plate and the second steel plate.
It is preferred that the thickness of described rubber fastening band is be more than or equal to 5mm.
It is preferred that the thickness of described first steel plate and the second steel plate is be more than or equal to 20mm.
It is preferred that be welded with steel plate waterstop strip between described hypomere pressure-bearing precipitation pipe well and sole plate.
Compared with prior art, the pressure-bearing precipitation pipe well that this utility model provides has the advantage that
1, the pressure-bearing precipitation pipe well that this utility model provides, being applicable to the rearmounted pressure-bearing precipitation without supporting zone of foundation ditch, meanwhile, epimere pressure-bearing precipitation pipe well is connected by ring flange with hypomere pressure-bearing precipitation pipe well, achieve the certainly steady of pressure-bearing precipitation pipe well, reach the purpose of safety in production;
During the pressure-bearing downcomer well construction that 2, this utility model provides, sectional is implemented, first construction hypomere pressure-bearing precipitation pipe well, can direct installation epimere pressure-bearing precipitation pipe well in place by ring flange scene;
3, spillage of material is few, the response rate is high, can have enough to meet the need use, reduce engineering cost.
Accompanying drawing explanation
Fig. 1 is the overall structure schematic diagram of the pressure-bearing precipitation pipe well of this utility model one detailed description of the invention;
Fig. 2 is the connection diagram of ring flange in this utility model one detailed description of the invention;
Fig. 3 is the A-A profile of Fig. 2;
Fig. 4 is the B-B profile of Fig. 2.
In figure: 10-sole plate, 20-epimere pressure-bearing precipitation pipe well, 21-the first ribbed stiffener, 30-hypomere pressure-bearing precipitation pipe well, 31-the second ribbed stiffener, 40-ring flange, 41-the first steel plate, 42-the second steel plate, 43-bolt, 50-steel plate waterstop strip.
Detailed description of the invention
Understandable for enabling above-mentioned purpose of the present utility model, feature and advantage to become apparent from, below in conjunction with accompanying drawing, detailed description of the invention of the present utility model is described in detail.It should be noted that, this utility model accompanying drawing all adopts the form of simplification and all uses non-ratio accurately, only in order to purpose convenient, aid illustration this utility model embodiment lucidly.
The pressure-bearing precipitation pipe well that this utility model provides, as depicted in figs. 1 and 2, it is installed in sole plate 10, including epimere pressure-bearing precipitation pipe well 20 and hypomere pressure-bearing precipitation pipe well 30, the bottom of described epimere pressure-bearing precipitation pipe well 20 is inserted in described hypomere pressure-bearing precipitation pipe well 30, and the top of described hypomere pressure-bearing precipitation pipe well 30 is connected by ring flange 40 is fixing with described epimere pressure-bearing precipitation pipe well 20.This utility model adopts ring flange 40 to connect epimere pressure-bearing precipitation pipe well 20 and hypomere pressure-bearing precipitation pipe well 30, pressure-bearing precipitation pipe well self is utilized to realize from steady, thus realizing the rearmounted precipitation of pressure-bearing without support zone in Foundation Pit, precipitation for base pit engineering provides advantage, reaches the purpose of safety in production;Realizing the section construction of pressure-bearing precipitation pipe well on the other hand, spillage of material is few, the response rate is high, and can have enough to meet the need use, reduces engineering cost.
Preferably, please emphasis with reference to Fig. 2, described ring flange 40 includes the first steel plate 41 and the second steel plate 42 that size is identical with shape, in the present embodiment, the thickness of described first steel plate 41 and the second steel plate 42 is be more than or equal to 20mm, guarantee coupling stiffness, specifically, described first steel plate 41 welds with described epimere pressure-bearing precipitation pipe well 20, described second steel plate 42 welds with described hypomere pressure-bearing precipitation pipe well 30, described first steel plate 41 and the second steel plate 42 are connected by bolt 43, and double nut is tightened, to realize firm connection.
It is preferred that please emphasis referring to figs. 2 and 3, be provided with the first ribbed stiffener 21 between described first steel plate 41 and described epimere pressure-bearing precipitation pipe well 20;Please emphasis with reference to Fig. 2 and Fig. 4, it is provided with the second ribbed stiffener 31 between bottom and the described hypomere pressure-bearing precipitation pipe well 30 of described epimere pressure-bearing precipitation pipe well 20, epimere pressure-bearing precipitation pipe well 20 can be carried out auxiliary and support by the first ribbed stiffener 21 and the second ribbed stiffener 31, reduces the pressure acting on ring flange 40.
It is preferred that please emphasis with reference to Fig. 3 and Fig. 4, the quantity of described first, second ribbed stiffener 21,31 is 4, and prolongs circumference and be uniformly distributed, and from four direction, epimere pressure-bearing precipitation pipe well 20 is reinforced and is supported, it is to avoid unbalance stress causes tilting.
It is preferred that be provided with rubber fastening band (not shown) between described first steel plate 41 and the second steel plate 42, the thickness of described rubber fastening band is be more than or equal to 5mm, to realize the sealing of ring flange 40.
It is preferred that please continue to refer to Fig. 2, be welded with steel plate waterstop strip 50 between described hypomere pressure-bearing precipitation pipe well 30 and sole plate 10, in order to improve the hypomere pressure-bearing precipitation pipe well 30 water resistance in sole plate 10.
In sum, the pressure-bearing precipitation pipe well that this utility model provides, including epimere pressure-bearing precipitation pipe well 20 and hypomere pressure-bearing precipitation pipe well 30, the bottom of described epimere pressure-bearing precipitation pipe well 20 is inserted in described hypomere pressure-bearing precipitation pipe well 30, and the top of described hypomere pressure-bearing precipitation pipe well 30 is connected by ring flange 40 is fixing with described epimere pressure-bearing precipitation pipe well 20.This utility model utilizes ring flange 40 to connect epimere pressure-bearing precipitation pipe well 20 and hypomere pressure-bearing precipitation pipe well 30, it is achieved pressure-bearing precipitation pipe well from steady, reach the purpose of safety in production;Realizing the section construction of pressure-bearing precipitation pipe well on the other hand, spillage of material is few, the response rate is high, and can have enough to meet the need use, reduces engineering cost.
Obviously, utility model can be carried out various change and modification without deviating from spirit and scope of the present utility model by those skilled in the art.So, if these amendments of the present utility model and modification belong within the scope of this utility model claim and equivalent technologies thereof, then this utility model is also intended to include these change and modification.
Claims (9)
1. a pressure-bearing precipitation pipe well, including epimere pressure-bearing precipitation pipe well and hypomere pressure-bearing precipitation pipe well, it is characterized in that, the bottom of described epimere pressure-bearing precipitation pipe well is inserted in described hypomere pressure-bearing precipitation pipe well, and the top of described hypomere pressure-bearing precipitation pipe well is connected by ring flange and described epimere pressure-bearing precipitation pipe well are fixing.
2. pressure-bearing precipitation pipe well as claimed in claim 1, it is characterized in that, described ring flange includes size first steel plate identical with shape and the second steel plate, described first steel plate welds with described epimere pressure-bearing precipitation pipe well, described second steel plate welds with described hypomere pressure-bearing precipitation pipe well, and described first steel plate and the second steel plate are bolted.
3. pressure-bearing precipitation pipe well as claimed in claim 2, it is characterised in that be provided with the first ribbed stiffener between described first steel plate and described epimere pressure-bearing precipitation pipe well.
4. pressure-bearing precipitation pipe well as claimed in claim 3, it is characterised in that be provided with the second ribbed stiffener between bottom and the described hypomere pressure-bearing precipitation pipe well of described epimere pressure-bearing precipitation pipe well.
5. pressure-bearing precipitation pipe well as claimed in claim 4, it is characterised in that the quantity of described first, second ribbed stiffener is 4, and prolong circumference and be uniformly distributed.
6. pressure-bearing precipitation pipe well as claimed in claim 2, it is characterised in that be provided with rubber fastening band between described first steel plate and the second steel plate.
7. pressure-bearing precipitation pipe well as claimed in claim 6, it is characterised in that the thickness of described rubber fastening band is be more than or equal to 5mm.
8. pressure-bearing precipitation pipe well as claimed in claim 2, it is characterised in that the thickness of described first steel plate and the second steel plate is be more than or equal to 20mm.
9. pressure-bearing precipitation pipe well as claimed in claim 1, it is characterised in that be welded with steel plate waterstop strip between described hypomere pressure-bearing precipitation pipe well and sole plate.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201521066013.5U CN205369280U (en) | 2015-12-18 | 2015-12-18 | Pressure -bearing precipitation tubular well |
Applications Claiming Priority (1)
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CN201521066013.5U CN205369280U (en) | 2015-12-18 | 2015-12-18 | Pressure -bearing precipitation tubular well |
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CN205369280U true CN205369280U (en) | 2016-07-06 |
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CN201521066013.5U Active CN205369280U (en) | 2015-12-18 | 2015-12-18 | Pressure -bearing precipitation tubular well |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109440795A (en) * | 2018-11-26 | 2019-03-08 | 上海建工七建集团有限公司 | A kind of pressure-bearing precipitation pipe well and its application method |
CN109723070A (en) * | 2018-12-28 | 2019-05-07 | 上海二十冶建设有限公司 | Concrete well mounting device and application method for underground tube well dewatering |
-
2015
- 2015-12-18 CN CN201521066013.5U patent/CN205369280U/en active Active
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109440795A (en) * | 2018-11-26 | 2019-03-08 | 上海建工七建集团有限公司 | A kind of pressure-bearing precipitation pipe well and its application method |
CN109440795B (en) * | 2018-11-26 | 2024-04-02 | 上海建工七建集团有限公司 | Pressure-bearing water-reducing pipe well and use method thereof |
CN109723070A (en) * | 2018-12-28 | 2019-05-07 | 上海二十冶建设有限公司 | Concrete well mounting device and application method for underground tube well dewatering |
CN109723070B (en) * | 2018-12-28 | 2021-03-26 | 上海二十冶建设有限公司 | Concrete well pipe installation device for underground pipe well precipitation and use method |
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