CN207829033U - Cellular-type rubber water tank device - Google Patents
Cellular-type rubber water tank device Download PDFInfo
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- CN207829033U CN207829033U CN201820008089.XU CN201820008089U CN207829033U CN 207829033 U CN207829033 U CN 207829033U CN 201820008089 U CN201820008089 U CN 201820008089U CN 207829033 U CN207829033 U CN 207829033U
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- water tank
- water
- cellular
- type rubber
- tank device
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 115
- 238000007789 sealing Methods 0.000 claims description 5
- 239000004576 sand Substances 0.000 abstract description 4
- 239000008399 tap water Substances 0.000 abstract description 2
- 235000020679 tap water Nutrition 0.000 abstract description 2
- 230000008878 coupling Effects 0.000 abstract 1
- 238000010168 coupling process Methods 0.000 abstract 1
- 238000005859 coupling reaction Methods 0.000 abstract 1
- 238000012360 testing method Methods 0.000 description 13
- 238000000034 method Methods 0.000 description 6
- 238000013461 design Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 3
- 238000006073 displacement reaction Methods 0.000 description 3
- 238000002474 experimental method Methods 0.000 description 3
- 230000003068 static effect Effects 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- BASFCYQUMIYNBI-UHFFFAOYSA-N platinum Chemical compound [Pt] BASFCYQUMIYNBI-UHFFFAOYSA-N 0.000 description 2
- 240000002853 Nelumbo nucifera Species 0.000 description 1
- 235000006508 Nelumbo nucifera Nutrition 0.000 description 1
- 235000006510 Nelumbo pentapetala Nutrition 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 229910052697 platinum Inorganic materials 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 238000004088 simulation Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
Landscapes
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
The utility model provides a cellular-type rubber water tank device, including the water tank, the four sides of water tank up end are equipped with the mounting hole respectively, and the four corners of water tank up end is equipped with coupling groove respectively, the four corners of terminal surface is equipped with respectively under the water tank and connects the projection, and one side in the four sides of terminal surface is equipped with the drain valve under the water tank, it connects the tubular column to be equipped with into water in the mounting hole, is equipped with sealed lid on the water inlet that connects the tubular column to intake, the utility model discloses a volume is 1 × 1 × 1m3Or 2 × 2 × 2m3The rubber water tank is connected and combined on the load platform; the water tanks with corresponding quantity are arranged according to the load size, water is injected during loading, water is discharged during unloading, only foundation pit accumulated water or tap water is needed, sand bags and concrete blocks do not need to be transported, and the water tank water drainage system is convenient, quick, safe and environment-friendly and reduces the cost.
Description
Technical field
The utility model is related to a kind of cellular-type rubber water tank devices, belong to architectural engineering foundation pile or foundation detection skill
Art and engineering device technique field.
Background technology
Static load test:Refer to the use function by stake, respectively stake top apply step by step axial compressive force, axial uplift force or
In pile foundation support table bottom surface, absolute altitude is unanimously located to apply horizontal force, observe sedimentation that the corresponding test point of stake generates at any time, on pull out position
Shifting or horizontal displacement, hold according to load single pile vertical resistance pressure bearing capacity corresponding with the judgement of the relationship of displacement, unit for single-pile vertical anti-pulling
The test method of power or horizontal bearing capacity of single pile is carried, it is most widely used one in the current various methods for examining bearing capacity of pile foundation
Kind, and it is acknowledged as test result most accurately, most reliably, it is put into various countries' pile foundation engineering specification or regulation.The research technique
Using the artificial loading of various methods, the actual working state on ground foundation simulation or basis tests load-carrying properties and deformation after its load
Feature.Its notable advantage is that stress condition is relatively practical, easy to use, test result it is intuitive and be easy to for it is appreciated that
And receiving, but experimental scale and expense are relatively large.
In the prior art, static load test be carry out architecture foundation pile, foundation experiment a kind of important method, extensively
Applied to industries such as house, bridges, and current widely used load manner is sand pocket, concrete precast block preloading mode, this
Kind method is of high cost, efficiency is low, unclean environmentally friendly, security risk height.
Utility model content
In order to solve the above technical problems, the utility model provides a kind of cellular-type rubber water tank device, the cellular-type rubber
Glue case apparatus solve load test when, amount transport sand pocket, concrete generate it is inefficient, pollution environment, it is dangerous the problems such as,
Experiment is set to become efficient, environmentally friendly, safe, and cost is relatively low.
The utility model is achieved by the following technical programs.
A kind of cellular-type rubber water tank device provided by the utility model, including water tank;Four sides of the water tank upper surface
It is respectively equipped with mounting hole, the quadrangle of water tank upper surface is respectively equipped with connecting groove;The quadrangle of the water tank lower face is respectively equipped with
Pillar is connected, drain valve is equipped on one side in four sides of water tank lower face;Equipped with water inlet take over column in the mounting hole, intaking
The water inlet of take over column is equipped with sealing cover.
The mounting hole is located at the midpoint of side.
The water tank has several, is connected with each other between several water tanks, forms combined load water tank.
The side of the combined load water tank is equipped with load platform.
The diameter of the connecting groove matches with the diameter for connecting pillar.
It is clamped respectively by connecting groove and connection pillar between several described water tanks.
Further include connection water pipe, is attached respectively by connecting water pipe between several water inlet take over columns.
The both ends of the connection water pipe, which are equipped with, tightens bolt.
The beneficial effects of the utility model are:Use volume for 1 × 1 × 1m3Or 2 × 2 × 2m3Rubber water tank, carrying
Combination is attached on lotus platform;Arrange the water tank of respective numbers according to load, when load injects water, when unloading, carries out
It discharges water, need to only use pit water accumulation or tap water, do not have to transport sand pocket and concrete block, fast and easy, safe and environment-friendly, reduction
Cost.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model;
Fig. 2 is the vertical view of the utility model;
Fig. 3 is the diagonal sectional view of Fig. 1;
Fig. 4 is the longitudinal sectional drawing of Fig. 1;
Fig. 5 is the utility model combined load cisten mechanism schematic diagram;
Fig. 6 is the structural schematic diagram of the utility model water pipe;
In figure:1- water tanks, 2- water inlet take over columns, 3- connecting grooves, 4- connection pillars, 5- drain valves, 6- connection water pipes, 7-
Tighten bolt.
Specific implementation mode
Be described further below the technical solution of the utility model, but claimed range be not limited to it is described.
As shown in figures 1-4, the material of a kind of cellular-type rubber water tank device, including water tank 1, water tank 1 is fiber rubber,
Volume is 1 × 1 × 1m3Or 2 × 2 × 2m3;Four sides of 1 upper surface of the water tank are respectively equipped with mounting hole, and the four of 1 upper surface of water tank
Angle is respectively equipped with connecting groove 3;The quadrangle of 1 lower face of the water tank is respectively equipped with connection pillar 4, four sides of 1 lower face of water tank
In on one side be equipped with drain valve 5, unload or complete test after, drain valve 5 can be opened and drained, it is convenient and efficient, avoid endangering
Danger, removes a hidden danger;Equipped with water inlet take over column 2 in the mounting hole, sealing cover is equipped on the water inlet of water inlet take over column 2, no
Sealing state is kept when connection, can achieve the purpose that environmental protection with using water wisely.
The mounting hole is located at the midpoint of side, convenient to be attached with adjacent water tank 1, carries out water filling and horizontal connection,
Safety and stability between holding case.
The water tank 1 has several, is connected with each other between several water tanks 1, forms combined load water tank, as shown in figure 5,
The side of the combined load water tank is equipped with load platform.
The diameter of the connecting groove 3 matches with the diameter for connecting pillar 4, connects groove 3 and connection pillar 4
It thickeied, reinforce designing, ensure stronger tensile capacity.
It is clamped respectively by connecting groove 3 and connection pillar 4 between several described water tanks 1 and water tank 1, i.e., each
The connecting groove 3 of 1 top surface of water tank and the connection pillar 4 of another 1 bottom of water tank are clamped, the connection of 1 top surface of each water tank
Groove 3 and the position of the connection pillar 4 of another 1 bottom of water tank correspond, and facilitate levels water tank 1 to connect, keep preloading
Stablize.
Further include connection water pipe 6, is attached respectively by connecting water pipe 6 between several described water inlet take over columns 2, even
Water receiving pipe 6 is high-pressure water pipe;The both ends of the connection water pipe 6 are equipped with sealing and tighten bolt 7, play fast and easy, reduce at
This purpose, as shown in Figure 6.
Embodiment
As described above, the utility model has carried out dead load test on pile foundation in Kweiyang Baiyun District great river platinum city, steps are as follows:
1) carrying platform (load platform) of a 10m × 10m is built on foundation pile ground, Platform center is located at pile center position
It sets, platform surrounding performs balance and support, disposes jack, pressure and displacement transducer in center, connects instrument.
2) it according to the maximum load weight of design, arranges 1 quantity of corresponding water tank on platform, is with jack in plane
The connection for being centrosymmetrically arranged and being carried out at the same time between water tank 1.
3) after arranging one layer of water tank 1, water filling is carried out, is filled until same layer water tank 1 is whole, then carry out its upper layer water tank
1 installation and connection, and fill water.
4) in water filling, test for static load is arranged according to design load size, until reaching peak load.
5) it when off-load, is discharged water according to the layering of design load value to load is required, completes total Test.
In conclusion when testing at the scene, design installed load table top product, water tank 1 quantity and the number of plies big according to load,
Layered arrangement and connection water tank 1 again, select a water tank 1 to make installation water injection pipe in top layer, require to be noted according to load design
Water loads or draining unloading, until experiment is completed.The utility model can be widely applied to the industries such as town and country, traffic foundation structure,
The load test of ground, water tank 1 is repeatable to be utilized, light quality, environmental protection and economy.
Claims (8)
1. a kind of cellular-type rubber water tank device, including water tank (1), it is characterised in that:Four sides of water tank (1) upper surface point
Not She You mounting hole, the quadrangle of water tank (1) upper surface is respectively equipped with connecting groove (3);The quadrangle of water tank (1) lower face point
Pillar (4) She You not be connected, drain valve (5) is equipped on one side in four sides of water tank (1) lower face;In the mounting hole equipped with into
Water take over column (2) is equipped with sealing cover on the water inlet of water inlet take over column (2).
2. cellular-type rubber water tank device as described in claim 1, it is characterised in that:The mounting hole is located in side
Point.
3. cellular-type rubber water tank device as described in claim 1, it is characterised in that:The water tank (1) has several, several
It is connected with each other between a water tank (1), forms combined load water tank.
4. cellular-type rubber water tank device as claimed in claim 3, it is characterised in that:The side of the combined load water tank is set
There is load platform.
5. cellular-type rubber water tank device as described in claim 1, it is characterised in that:The diameter of the connecting groove (3) is big
It is small to match with diameter that is connecting pillar (4).
6. cellular-type rubber water tank device as claimed in claim 3, it is characterised in that:Divide between several described water tanks (1)
It is not clamped by connecting groove (3) and connection pillar (4).
7. cellular-type rubber water tank device as described in claim 1, it is characterised in that:Further include connection water pipe (6), several
It is attached respectively by connecting water pipe (6) between water inlet take over column (2).
8. cellular-type rubber water tank device as claimed in claim 7, it is characterised in that:The both ends of the connection water pipe (6) are equal
Equipped with tightening bolt (7).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201820008089.XU CN207829033U (en) | 2018-01-03 | 2018-01-03 | Cellular-type rubber water tank device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820008089.XU CN207829033U (en) | 2018-01-03 | 2018-01-03 | Cellular-type rubber water tank device |
Publications (1)
Publication Number | Publication Date |
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CN207829033U true CN207829033U (en) | 2018-09-07 |
Family
ID=63391608
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CN201820008089.XU Active CN207829033U (en) | 2018-01-03 | 2018-01-03 | Cellular-type rubber water tank device |
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CN (1) | CN207829033U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108222081A (en) * | 2018-01-03 | 2018-06-29 | 中国电建集团贵阳勘测设计研究院有限公司 | Cellular-type rubber water tank device |
-
2018
- 2018-01-03 CN CN201820008089.XU patent/CN207829033U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108222081A (en) * | 2018-01-03 | 2018-06-29 | 中国电建集团贵阳勘测设计研究院有限公司 | Cellular-type rubber water tank device |
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