CN207228178U - A kind of combined type pile foundation dead load detects ballast water tank water - Google Patents
A kind of combined type pile foundation dead load detects ballast water tank water Download PDFInfo
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- CN207228178U CN207228178U CN201720911915.7U CN201720911915U CN207228178U CN 207228178 U CN207228178 U CN 207228178U CN 201720911915 U CN201720911915 U CN 201720911915U CN 207228178 U CN207228178 U CN 207228178U
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Abstract
The utility model discloses a kind of combined type pile foundation dead load to detect ballast water tank water, including multiple ballast water babinets that longitudinal arrangement simultaneously can be snapped connection mutually；Each ballast water babinet include square water bag and be set in water bag outside and with the matched square pressure-bearing housing of water bag；The pressure-bearing shell includes bearing bottom plate, reinforcing rib, polylith pressurized side plates and snap ring；The polylith pressurized side plates are square after being mutually clamped and are set in outside water bag side wall, the bearing bottom plate is fastened on pressurized side plates inside bottom, the snap ring is fastened on pressurized side plates inside top, the reinforcing rib is in square shape and noose is on the outside of the pressurized side plates being clamped, and the bearing bottom plate, reinforcing rib and snap ring synergistic effect make pressure-bearing shell in firm square structure.The ballast water tank water can be snapped connection by multiple ballast water babinets and formed, and single ballast water babinet is convenient for disassembly and assembly, is unlikely to deform, and service life length, work efficiency is high, and its transport is low with handling cost, safety coefficient is high.
Description
Technical field
It the utility model is related to engineering pile foundation detection field, and in particular to a kind of combined type pile foundation dead load detects ballast water
Case.
Background technology
It is in ballast carrier mostly to carry out used method during dead-load detection experiment to the pile foundation in construction project field at present
Stacked on bearing platform multiple large-sized concrete block, metal blocks or sandbags constitute jointly pile foundation is carried out after a ballast carrier it is quiet
Carry detection experiment.Since the prior art uses concrete block, metal blocks or sandbag to carry out ballast in pile foundation so that handling
Assembling and disassembly cost are high, and lifting and detection experiment process are extremely dangerous, especially with agglomerate body concrete block because scarce
It is few effectively to go along with sb. to guard him so that easily to occur concrete block landing and ballast carrier total Collapse phenomenon during detection is tested, make
Into work safety accidents such as testing staff's injures and deaths, while the problems such as also there are each component installing and dismounting process, time-consuming.
To solve the above-mentioned problems, name of patent application detects ballast water tank water (patent application for collapsible pile foundation dead load
Number to propose a kind of ballast water tank water in application documents 201610143623.3), the ballast water tank water is by water tank wall, upright bar, set
Ring, water tank bottom plate, hoop of putting more energy into, drainpipe, drain valve composition, can solve the problems, such as ballast transport and lifting heavy workload.But
Since concrete density is 2.5 times or so of water density, the required volume bigger when detecting identical pile foundation dead load, therefore, meeting
Cause that the height of ballast water tank water is high or diameter is very big；When ballast water tank water is highly high, its difficult water injection, and water can be made
The pressure that bottom plate is born is very big, is easily deformed, and places it unstable, the detection of pile foundation dead load is influenced, in addition, also resulting in
Expanded outward between the upright bar that bottom water tank wall is set from water tank wall, make its deformation larger, influence its service life；Work as ballast
When tank diameter is larger, its load-carrying surface bigger can be made, be not easy to the detection of pile foundation dead load, also, due to water tank wall and water tank
Bottom plate is flexible material, and upright bar is only set on water tank wall, can make its easy overall deformation, and centre-of gravity shift occurs, and is influenced
Testing result；In addition, if the damaged leakage of water tank wall, will directly contribute whole test crash, destroys construction site.
Utility model content
In order to solve the above-mentioned technical problem the purpose of this utility model is, there is provided a kind of combined type pile foundation dead load detection pressure
Water tank is carried, which can be snapped connection by multiple ballast water babinets and formed, and single ballast water babinet is convenient for disassembly and assembly, not variable
Shape, service life length, work efficiency is high, and its transport is low with handling cost, safety coefficient is high.
To achieve the above object, the technical solution adopted in the utility model is as follows：
A kind of combined type pile foundation dead load detects ballast water tank water, including multiple pressures that longitudinal arrangement simultaneously can be snapped connection mutually
Carry water tank；Each ballast water babinet include square water bag and be set in water bag outside and with water bag is matched square holds
Pressure shell body；The pressure-bearing shell includes bearing bottom plate, reinforcing rib, polylith pressurized side plates and snap ring；The polylith pressurized side plates phase
Mutually it is square and is set in outside water bag side wall after clamping, the bearing bottom plate is fastened on the pressurized side plates inside bottom being clamped,
The snap ring is fastened on the pressurized side plates inside top being clamped, and the reinforcing rib is held in square shape and noose what is be clamped
Press on the outside of side plate, the bearing bottom plate, reinforcing rib and snap ring synergistic effect make pressure-bearing shell in firm square structure；The pressure-bearing
Card interface, the card being also hinged with pressurized side plates outer wall bottom on the pressurized side plates adjacent with lower section are additionally provided with the top of side plate outer wall
The matched buckle of interface；Any two pieces of pressurized side plates outer uppers being oppositely arranged are additionally provided with hanging ring.
Specifically, after overturning 180 ° outside towards pressure-bearing shell above the water bag, by outside the pressurized side plates being clamped
The rubber ring that the circle of side one is set is fixed.
More specifically, one of pressurized side plates in the pressure-bearing shell are equipped with through hole, on the water bag with it is logical
The matched position in hole is equipped with scupper hose, and scupper hose passes through the part after through hole to be clamped with water pipe clamp.
Preferably, the pressurized side plates share 4~12 pieces.
Preferably, the reinforcing rib shares 2~5, and is uniformly arranged on the outside of the pressurized side plates being clamped.
Compared with prior art, the utility model has the advantages that：
(1) the utility model can be snapped connection by multiple ballast water babinets and formed, and can effectively avoid because of ballast water tank water height
Difficult water injection, the problem of installing and dismounting is inconvenient and yielding caused by excessive.
(2) the ballast water babinet of the utility model is made of water bag and pressure-bearing shell, its water bag can be directly using common
Water bag, it is of low cost, and gap is few and thin in pressure-bearing shell, can avoid becoming because hydraulic pressure causes water bag to be expanded from gap after swelling
The problem of water bag caused by shape damages.
(3) pressure-bearing shell of the utility model is removable assembling structure, and its single pressure-bearing shell small volume, makes its receipts
Receive, mount and dismount it is very convenient.
(4) the utility model is also provided with multi-turn reinforcing rib, can strengthen general safety system of multiple load boxes in heap poststack
Number.
(5) can also be fixed above the water bag of the utility model by rubber ring, easy to its water filling and extraction water, to change pressure
Carry the weight of water tank.
(6) the utility model is provided with scupper hose also on water bag, and it is clamped with water pipe clamp, after detection
Directly water bag can be lifted or by the scupper hose draining by hoisting structure, the babinet then installed again by hanging ring movement
It can be continuing with same environment, save process.
Brief description of the drawings
Fig. 1 is the utility model structure diagram.
Fig. 2 is the utility model top view.
Fig. 3 is the utility model ballast water box structure diagram.
Fig. 4 is the utility model pressure-bearing shell structure diagram.
Embodiment
The utility model is described in further detail with embodiment for explanation below in conjunction with the accompanying drawings, and the mode of the utility model includes
But it is not limited only to following embodiments.
The purpose of the present embodiment is to provide for a kind of combined type pile foundation dead load detection ballast water tank water, such as Fig. 1 and Fig. 2 institutes
Show, which includes two longitudinal arrangements and the ballast water babinet mutually snapped connection.The setting passes through longitudinal direction mutually card
Detain connection mode, load-carrying as needed come determine connection ballast water babinet number, directly avoid ballast water tank water highly
High caused difficult water injection, dismount the problem of inconvenient and yielding influence service life, and can also avoid due to ballast water
Case is relatively large in diameter caused overall deformation, the problem of centre-of gravity shift occurs, influences testing result.Single ballast water box volume
It is relatively small, also allow for installing and dismounting and transport.
As shown in Figure 3 and Figure 4, each ballast water babinet include square water bag 1 and be set in water bag outside and with
The matched square pressure-bearing housing of water bag, and the cross-sectional area of water bag is slightly larger than the cross-sectional area of pressure-bearing shell, the height of water bag is high
In pressure-bearing shell height；After water bag injects water, its hydraulic pressure is mainly born by pressure-bearing shell, therefore, the deformation extent pole of water bag
It is small, it is not easy to damage.The pressure-bearing shell includes bearing bottom plate 2, reinforcing rib 3, polylith pressurized side plates 4 and snap ring 5；The pressure-bearing
Side plate 4 is preferably 4~20 pieces, and is mutually square and is set in outside 1 side wall of water bag after clamping, bears the horizontal water from water bag
Pressure, and the bearing bottom plate 2 is fastened on the pressurized side plates inside bottom being clamped, and bears longitudinal hydraulic pressure from water bag.It is described
Snap ring 5 is fastened on the pressurized side plates inside top being clamped, and the reinforcing rib 3 is in square shape and noose is in the pressure-bearing being clamped
On the outside of side plate, the bearing bottom plate 2, reinforcing rib 3 and snap ring 5, which act synergistically, makes pressure-bearing shell in firm square structure, also, should
Setting can also make pressure-bearing shell keep square shape after water bag taking-up, be able to can be weighed without dismounting on same building site easy to it
It is multiple to use, process is saved, for this reason, any two pieces of 4 outer uppers of pressurized side plates being oppositely arranged are additionally provided with hanging ring, it can be made
Movement is also more convenient；In addition, reinforcing rib sets 2~5 altogether, and it is uniformly arranged on outside pressurized side plates, which can ensure that water
Pressurized side plates and bearing bottom plate are unlikely to deform after water filling in bag, and overall center of gravity is not easy to deviate, it is ensured that the accuracy of testing result.
Card interface 41 is additionally provided with the top of 4 outer wall of pressurized side plates, is also hinged with pressurized side plates outer wall bottom and lower section
The matched buckle 42 of card interface on adjacent pressurized side plates, this setting can also be other sides of snapping connection of the prior art
Formula, as long as making its adjacent ballast water babinet buckle firm.
Further, since water bag 1 itself can not load-bearing, therefore, also make the top of the water bag 1 towards overturning outside pressure-bearing shell
After 180 °, fixed by the rubber ring that a circle is set on the outside of the pressurized side plates being clamped, make it will not be because the reasons such as hydraulic pressure are slided
Fall in pressure-bearing shell, leak out water；Also, the setting also helps the combination between adjacent ballast water babinet.
For the ease of water bag draining, one of pressurized side plates in the pressure-bearing shell are equipped with through hole, the water bag 1
The upper and matched position of through hole is equipped with scupper hose, and scupper hose passes through the part after through hole to be clamped with water pipe clamp.Water bag
Can be water bag common on the market, the load-bearing capacity of general water bag is not strong, therefore, after detection, if the water in water bag
Amount is few, then can directly sling water bag, and reuses, if the water in water bag is more, more than its load-bearing, then can sling water bag
Before, water bag is sling after water pipe clamp discharge part water again by opening, it is easy to operate and conveniently.
Above-described embodiment is only one of preferred embodiment of the utility model, should not be taken to limit the utility model
Protection domain, as long as the utility model body design thought and that mentally makes have no the change of essential meaning or profit
Color, the technical problem that it is solved is still consistent with the utility model, should be included in the scope of protection of the utility model
Within.
Claims (5)
1. a kind of combined type pile foundation dead load detects ballast water tank water, it is characterised in that snaps connection including longitudinal arrangement and in order
Multiple ballast water babinets；Each ballast water babinet includes square water bag (1) and is set in water bag outside and and water bag
Matched square pressure-bearing housing；The pressure-bearing shell includes bearing bottom plate (2), reinforcing rib (3), polylith pressurized side plates (4) and card
Ring (5)；It is square and is set in outside water bag (1) side wall, the bearing bottom plate after the polylith pressurized side plates (4) mutually clamping
(2) the pressurized side plates inside bottom being clamped is fastened on, the snap ring (5) is fastened on the pressurized side plates inside top being clamped,
The reinforcing rib (3) in square shape and noose on the outside of the pressurized side plates being clamped, the bearing bottom plate (2), reinforcing rib (3) and
Snap ring (5) synergistic effect makes pressure-bearing shell in firm square structure；Card interface is additionally provided with the top of pressurized side plates (4) outer wall
(41), the matched buckle of card interface being also hinged with the pressurized side plates adjacent with lower section on pressurized side plates outer wall bottom
(42)；Pressurized side plates (4) outer upper of opposite sides is additionally provided with hanging ring on the pressure-bearing shell.
A kind of 2. combined type pile foundation dead load detection ballast water tank water according to claim 1, it is characterised in that the water bag
(1) after top overturns 180 ° outside towards pressure-bearing shell, fixed by the rubber ring that a circle is set on the outside of the pressurized side plates being clamped.
3. a kind of combined type pile foundation dead load detection ballast water tank water according to claim 1 or 2, it is characterised in that described
One of pressurized side plates in pressure-bearing shell are equipped with through hole, are equipped with and arrange with the matched position of through hole on the water bag (1)
Water tube hose, and scupper hose passes through the part after through hole to be clamped with water pipe clamp.
A kind of 4. combined type pile foundation dead load detection ballast water tank water according to claim 3, it is characterised in that the pressure-bearing
Side plate (4) shares 4~12 pieces.
5. a kind of combined type pile foundation dead load detection ballast water tank water according to claim 1 or 4, it is characterised in that described
Reinforcing rib (3) shares 2~5, and is uniformly arranged on the outside of the pressurized side plates being clamped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720911915.7U CN207228178U (en) | 2017-07-26 | 2017-07-26 | A kind of combined type pile foundation dead load detects ballast water tank water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720911915.7U CN207228178U (en) | 2017-07-26 | 2017-07-26 | A kind of combined type pile foundation dead load detects ballast water tank water |
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| CN207228178U true CN207228178U (en) | 2018-04-13 |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109386014A (en) * | 2018-11-14 | 2019-02-26 | 陆剑 | Assembled ballast box for engineering pile foundation detection ballast platform |
| CN109763525A (en) * | 2019-01-24 | 2019-05-17 | 胡习兵 | Assembled dead load test on pile foundation loading device and method |
| CN111350211A (en) * | 2018-12-20 | 2020-06-30 | 中国建筑西北设计研究院有限公司 | Folding water tank, load test device and load test method thereof |
| CN112832304A (en) * | 2021-01-04 | 2021-05-25 | 广东正强工程检测鉴定有限公司 | Pile foundation bearing capacity detection device and detection method thereof |
| CN114047013A (en) * | 2021-11-17 | 2022-02-15 | 山东高速工程建设集团有限公司 | Pre-pressed water bag of viaduct cast-in-place beam support system and construction process thereof |
-
2017
- 2017-07-26 CN CN201720911915.7U patent/CN207228178U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109386014A (en) * | 2018-11-14 | 2019-02-26 | 陆剑 | Assembled ballast box for engineering pile foundation detection ballast platform |
| CN109386014B (en) * | 2018-11-14 | 2024-04-30 | 陆剑 | Assembled ballast tank for engineering pile foundation detection ballast platform |
| CN111350211A (en) * | 2018-12-20 | 2020-06-30 | 中国建筑西北设计研究院有限公司 | Folding water tank, load test device and load test method thereof |
| CN109763525A (en) * | 2019-01-24 | 2019-05-17 | 胡习兵 | Assembled dead load test on pile foundation loading device and method |
| CN112832304A (en) * | 2021-01-04 | 2021-05-25 | 广东正强工程检测鉴定有限公司 | Pile foundation bearing capacity detection device and detection method thereof |
| CN114047013A (en) * | 2021-11-17 | 2022-02-15 | 山东高速工程建设集团有限公司 | Pre-pressed water bag of viaduct cast-in-place beam support system and construction process thereof |
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