CN209429284U - A kind of overlength reinforced concrete water pond expansion joint processing mechanism - Google Patents
A kind of overlength reinforced concrete water pond expansion joint processing mechanism Download PDFInfo
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- CN209429284U CN209429284U CN201821433823.3U CN201821433823U CN209429284U CN 209429284 U CN209429284 U CN 209429284U CN 201821433823 U CN201821433823 U CN 201821433823U CN 209429284 U CN209429284 U CN 209429284U
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- reinforced concrete
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- wall
- concrete floor
- pool wall
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Abstract
The utility model discloses a kind of overlength reinforced concrete water pond expansion joint processing mechanisms, including reinforced concrete floor, expansion reinforcing band is provided between the reinforced concrete floor, the reinforced concrete floor two sides, which are poured, is inoculated with pool wall, post-cast strip is provided in the pool wall, the post-cast strip seam crossing is provided with steel plate water stopper, and the pool wall two sides are equipped with the double-deck full water plank sheathing.The utility model has the advantages that intensity height, save the cost, improves structural integrity by adding beam and concrete roof structure at the top of setting reinforced concrete floor, expansion reinforcing band, post-cast strip, the double-deck full water plank sheathing, concrete-pool-wall.
Description
Technical field
The utility model relates to concrete basin design-build technical field, specially a kind of overlength reinforced concrete water pond
Expansion joint processing mechanism.
Background technique
A large amount of pool sizes of the water supply and sewage work such as many waterworks, sewage treatment plant are more than that specification provides not at this stage
If the upper limit of seam, and most Cistern Design build be all made of bottom plate, the form of pool wall setting seam (or attractive joint) completely will be whole
Pool construction dividing elements are multiple individually units to meet the release request of construction and service stage temperature stress, however, setting
It sets seam (or attractive joint) completely and easily leads to pool construction globality variation, if generating sedimentation deviation at seam；If waterstop is applied at seam
Work is difficult, and casting and compacting of concrete is difficult to closely knit, easily generation cement slurry leakage scenarios；And in use, (especially at sewage
Manage factory pond working environment it is severe) waterstop and water body contact area it is big, it is consistent that the service life is difficult to the same Cistern Design service life.Reality
In, its strengthening reconstruction is rebuild in later period use in the pond of majority setting seam (or attractive joint) completely, causes in operation cost
It rises.
But there are deficiencies below for the prior art:
1, pool construction globality be deteriorated, sedimentation deviation generated at expansion joint, waterstop constructional difficulties, coagulation at expansion joint
Soil pour smash be difficult to it is closely knit, easily generate cement slurry leakage scenarios；
2, laser intensity it is not easy to damage enough, without related maintenance measure.
Utility model content
(1) the technical issues of solving
In view of the deficiencies of the prior art, the utility model provides a kind of overlength reinforced concrete water pond expansion joint processor
Structure, solve exist in the prior art pool construction globality be deteriorated, sedimentation deviation generated at expansion joint, waterstop at expansion joint
Constructional difficulties, casting and compacting of concrete be difficult to closely knit, laser intensity is not easy to damage enough, without related maintenance measure the problem of.
(2) technical solution
To achieve the above object, the utility model provides the following technical solutions: a kind of overlength reinforced concrete water pond is flexible
Processing mechanism, including reinforced concrete floor are stitched, is provided with expansion reinforcing band, the reinforcing bar between the reinforced concrete floor
Concrete floor two sides, which are poured, is inoculated with pool wall, and post-cast strip is provided in the pool wall, and the post-cast strip seam crossing, which is provided with steel plate, to be stopped
Water band, the pool wall two sides are equipped with the double-deck full water plank sheathing.
Preferably, the reinforced concrete floor, micro-expanding agent is filled in expansion reinforcing band.
Preferably, construction joint is provided between the reinforced concrete floor and the pool wall of two sides.
Preferably, the pool wall top, which is equipped at the top of concrete-pool-wall, adds beam, and beam is added at the top of concrete-pool-wall
Both ends be fixedly connected with pool wall.
(3) beneficial effect
The utility model provides a kind of overlength reinforced concrete water pond expansion joint processing mechanism, has following beneficial to effect
Fruit:
(1) the utility model has by setting reinforced concrete floor, expansion reinforcing band and pool wall and improves pool construction
The effect of globality, solve pool construction globality be deteriorated, sedimentation deviation generated at expansion joint, sealing belt construction at expansion joint
Difficult, casting and compacting of concrete be difficult to it is closely knit, easily leads to the problem of cement slurry leakage scenarios, the expansion reinforcing band left and right sides, which is poured, to be inoculated with
Reinforced concrete floor, and post-cast strip is provided on the outside of expansion reinforcing band, instead of traditional complete seam (or attractive joint) shape
Formula effectively improves pool construction globality, avoids sedimentation deviation and constructional difficulties caused by setting seam (or attractive joint) completely
And the casting and compacting of concrete quality problems generated；It avoids and causes halt production maintenance etc. to ask because waterstop damages using middle in the later period
Topic, and in the construction stage, construction cost is saved, is shortened the construction period；In operation service stage, maintenance, improvement cost are reduced.
(2) the utility model adds beam, concrete roof and the double-deck full water plank sheathing by setting concrete-pool-wall top,
With enhancing laser intensity, to the effect that mechanism is conserved, solve laser intensity it is not easy to damage enough, without related maintenance measure
The problem of, it is reinforced at the top of concrete-pool-wall in pool wall upper end and adds beam, both ends and the pool wall of beam are added at the top of concrete-pool-wall
It is fixedly connected, reinforcement effect is carried out to the whole of device using beam and concrete roof is added at the top of concrete-pool-wall, is facilitated
The raising of device overall structure stable type, and it is internally provided with micro-expanding agent in reinforced concrete floor, expansion reinforcing band,
The intensity of device is further increased, meanwhile, it is provided with the double-deck full water plank sheathing, maintenance action is carried out to the whole of device, is extended
The service life of device.
Detailed description of the invention
Fig. 1 is the utility model expansion reinforcing band structural schematic diagram；
Fig. 2 is in the utility model Fig. 1 along A-A cross-sectional view；
Fig. 3 is the utility model late poured band structure schematic diagram；
Fig. 4 is in the utility model Fig. 3 along B-B cross-sectional view；
Fig. 5 is the utility model concrete roof beam, concrete roof mounting structure schematic diagram；
Fig. 6 is in the utility model Fig. 5 along C-C cross-sectional view；
Fig. 7 is in the utility model Fig. 5 along D-D cross-sectional view.
In figure: 1, reinforced concrete floor；2, expansion reinforcing band；3, pool wall；4, post-cast strip；5, steel plate water stopper；6, it mixes
Solidifying soil pool wall top adds beam；7, concrete roof；8, the double-deck full water plank sheathing；9, construction joint.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
As shown in figs. 1-7, the utility model provides a kind of technical solution: at a kind of overlength reinforced concrete water pond expansion joint
Mechanism, including reinforced concrete floor 1 are managed, is provided with expansion reinforcing band 2, armored concrete bottom between reinforced concrete floor 1
Micro-expanding agent is filled in plate 1, expansion reinforcing band 2,1 two sides of reinforced concrete floor, which are poured, is inoculated with pool wall 3, reinforced concrete floor
It is provided with construction joint 9 between 1 and the pool wall 3 of two sides, is poured at left and right sides of expansion reinforcing band 2 and is inoculated with 1 plate of armored concrete bottom, and
It is provided with post-cast strip 4 on the outside of expansion reinforcing band 2, instead of traditional complete seam (or attractive joint) form, effectively improves pond knot
Structure globality avoids the casting and compacting of concrete for settling deviation and constructional difficulties caused by setting seam (or attractive joint) completely and generating
Quality problems；It avoids and causes the problems such as the repairing that stop production because waterstop damages using middle in the later period, and in construction stage, section
About construction cost shortens the construction period；In operation service stage, maintenance, improvement cost are reduced, is provided with post-cast strip 4 in pool wall 3, after
It pours 4 seam crossing of band and is provided with steel plate water stopper 5,3 two sides of pool wall are equipped with the double-deck full water plank sheathing 8, and 3 two sides of pool wall are equipped with mixed
Solidifying soil pool wall top adds beam 6, and the both ends that beam 6 is added at the top of concrete-pool-wall are fixedly connected with pool wall 3, on pool wall 3
End, which is reinforced at the top of concrete-pool-wall, adds beam 6, and the both ends that beam 6 is added at the top of concrete-pool-wall are fixedly connected with pool wall 3, in pond
3 upper end of wall is reinforced with additional beam 6 at the top of concrete-pool-wall, and both ends and the fixed company of pool wall 3 of beam 6 are added at the top of concrete-pool-wall
It connects, carries out reinforcement effect using the whole of 6 device of beam is added at the top of concrete-pool-wall, facilitate device overall structure stable type
Raising, and be internally provided with micro-expanding agent in reinforced concrete floor 1, expansion reinforcing band 2, further increase the strong of device
Degree, meanwhile, it is provided with the double-deck full water plank sheathing 8, maintenance action is carried out to the whole of device, extends the service life of device.
Working principle: being inoculated with reinforced concrete floor 1 in use, pouring at left and right sides of expansion reinforcing band 2, and adds in expansion
It is provided with post-cast strip 4 on the outside of strong band 2, instead of traditional complete seam (or attractive joint) form, effectively improves pool construction entirety
Property, the casting and compacting of concrete quality for avoiding sedimentation deviation and constructional difficulties caused by setting seam (or attractive joint) completely and generating is asked
Topic；It avoids and causes the problems such as the repairing that stop production because waterstop damages using middle in the later period, and in the construction stage, save construction
Cost shortens the construction period；In operation service stage, maintenance, improvement cost are reduced, meanwhile, concrete sump is reinforced in 3 upper end of pool wall
Beam 6 is added at the top of wall, the both ends that beam 6 is added at the top of concrete-pool-wall are fixedly connected with pool wall 3, attached using concrete-pool-wall top
Add beam 6 to carry out reinforcement effect to the whole of device, facilitates the raising of device overall structure stable type, and in armored concrete
Bottom plate 1, expansion reinforcing band 2 are internally provided with micro-expanding agent, further increase the intensity of device, meanwhile, it is double-deck to be provided with the
Full water plank sheathing 8 carries out maintenance action to the whole of device, extends the service life of device.
It can to sum up obtain, the utility model passes through setting reinforced concrete floor 1, expansion reinforcing band 2, pool wall 3, post-cast strip
4,6 structure of beam is added at the top of the double-deck full water plank sheathing 8, concrete roof 7 and concrete-pool-wall, solves and deposits in the prior art
It is deteriorated in pool construction globality, generates that sedimentation deviation, waterstop constructional difficulties, casting and compacting of concrete are difficult at expansion joint at expansion joint
With closely knit, laser intensity is not easy to damage enough, without related maintenance measure the problem of.
It should be noted that, in this document, relational terms such as first and second and the like are used merely to a reality
Body or operation are distinguished with another entity or operation, are deposited without necessarily requiring or implying between these entities or operation
In any actual relationship or order or sequence.Moreover, the terms "include", "comprise" or its any other variant are intended to
Non-exclusive inclusion, so that the process, method, article or equipment including a series of elements is not only wanted including those
Element, but also including other elements that are not explicitly listed, or further include for this process, method, article or equipment
Intrinsic element.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (4)
1. a kind of overlength reinforced concrete water pond expansion joint processing mechanism, including reinforced concrete floor (1), it is characterised in that:
It is provided with expansion reinforcing band (2) between the reinforced concrete floor (1), reinforced concrete floor (1) two sides, which are poured, to be inoculated with
Pool wall (3) is provided with post-cast strip (4) in the pool wall (3), and post-cast strip (4) seam crossing is provided with steel plate water stopper (5),
Pool wall (3) two sides are equipped with double-deck full water plank sheathing (8).
2. a kind of overlength reinforced concrete water pond expansion joint according to claim 1 processing mechanism, it is characterised in that: described
Micro-expanding agent is filled in reinforced concrete floor (1), expansion reinforcing band (2).
3. a kind of overlength reinforced concrete water pond expansion joint according to claim 1 processing mechanism, it is characterised in that: described
Construction joint (9) are provided between reinforced concrete floor (1) and the pool wall (3) of two sides.
4. a kind of overlength reinforced concrete water pond expansion joint according to claim 1 processing mechanism, it is characterised in that: described
It is equipped at the top of pool wall (3) at the top of concrete-pool-wall and adds beam (6), and add the both ends and pond of beam (6) at the top of concrete-pool-wall
Wall (3) is fixedly connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821433823.3U CN209429284U (en) | 2018-09-03 | 2018-09-03 | A kind of overlength reinforced concrete water pond expansion joint processing mechanism |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821433823.3U CN209429284U (en) | 2018-09-03 | 2018-09-03 | A kind of overlength reinforced concrete water pond expansion joint processing mechanism |
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| CN209429284U true CN209429284U (en) | 2019-09-24 |
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| CN201821433823.3U Active CN209429284U (en) | 2018-09-03 | 2018-09-03 | A kind of overlength reinforced concrete water pond expansion joint processing mechanism |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112663678A (en) * | 2020-12-22 | 2021-04-16 | 上海勘测设计研究院有限公司 | Post-cast strip structure and construction method thereof |
-
2018
- 2018-09-03 CN CN201821433823.3U patent/CN209429284U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112663678A (en) * | 2020-12-22 | 2021-04-16 | 上海勘测设计研究院有限公司 | Post-cast strip structure and construction method thereof |
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