CN207109925U - A kind of building site reservoir structure - Google Patents
A kind of building site reservoir structure Download PDFInfo
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- CN207109925U CN207109925U CN201720926457.4U CN201720926457U CN207109925U CN 207109925 U CN207109925 U CN 207109925U CN 201720926457 U CN201720926457 U CN 201720926457U CN 207109925 U CN207109925 U CN 207109925U
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- Prior art keywords
- cistern
- foundation ditch
- support bar
- building site
- reservoir structure
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
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Abstract
The utility model discloses a kind of building site reservoir structure, it is intended to solves cistern and the unstable problem of foundation ditch junction structure, its drip irrigation device is：A kind of building site reservoir structure, including foundation ditch, cistern is provided with the foundation ditch, backfill is filled between cistern and the foundation ditch inwall, the foundation ditch upper peripheral edge offers step-like step trough, the step trough external diameter is more than foundation ditch maximum gauge, and bar-mat reinforcement is provided with the step trough, supporting construction is provided between the cistern lateral wall and the foundation ditch inwall.A kind of building site reservoir structure of the present utility model, cistern peripheral structure is more firm, the problem of avoiding generation from caving in.
Description
Technical field
Building site water storage field is the utility model is related to, more specifically, it relates to a kind of building site reservoir structure.
Background technology
In construction site, concrete mixing plant is relatively common concrete batch plant, and concrete mixing plant is main
It is divided into four sandstone feed, powder feed, water and additive feed, transmission stirring and storage parts, equipment the whole body is using overall
Steel construction is cast, and not only appearance looks elegant is generous for high-quality H profile steel, also enhances the overall construction intensity of concrete mixing plant, equipment
Install convenient, various complicated topographic structures are can be applied to, wherein when being supplied water to concrete mixing plant, it is necessary to by pond
Water is pumped into mixing plant, and the water consumption of mixing plant is very big, if being directly connected to water can cause to waste the problem of serious, because
Rainwater is collected using the method that cistern is built in below ground by this many building constructor, and rainwater is directly pumped to stirring
Utilized in standing, so can reasonably utilize rainwater resource；But when cistern is set, around cistern
Need backfill, the earth construction around cistern can be caused insecure, when vehicle above cistern by when, can be to water storage
Soil and cistern around pond cause to damage.
Therefore need to propose a kind of new scheme to solve this problem.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of building site reservoir structure,
It is high with structural strength, reduce the advantages of cistern damages.
Above-mentioned technical purpose of the present utility model technical scheme is that：A kind of building site cistern
Structure, including foundation ditch, cistern is provided with the foundation ditch, backfill, institute are filled between cistern and the foundation ditch inwall
State foundation ditch upper peripheral edge and offer step-like step trough, the step trough external diameter is more than foundation ditch maximum gauge, in the step trough
Bar-mat reinforcement is provided with, supporting construction is provided between the cistern lateral wall and the foundation ditch inwall.
By using above-mentioned technical proposal, after cistern is put into foundation ditch, have one between cistern and foundation pit side-wall
Fixed space, and fill out set backfill thereto, because backfill is than relatively soft, the problem of insufficient strength can be caused, on foundation ditch
Edge has step trough, and bar-mat reinforcement is equipped with step trough, and the external diameter of step trough is more than the maximum gauge of foundation ditch, if
After having put bar-mat reinforcement, the intensity around cistern can be caused to improve, cistern surrounding structure is more firm, is stored so as to also prevent
There is vehicle to cause to damage to cistern when crossing above pond, supporting construction be additionally provided between cistern and foundation pit side-wall,
Supporting construction is used to be supported cistern and foundation ditch, prevents cistern from crooked phenomenon occurs.
The utility model is further arranged to：The foundation ditch bottom surface be provided with by concreting into bottom plate.
By using above-mentioned technical proposal, the bottom surface of foundation ditch is provided with the bottom plate of concrete, can cause under cistern
The structure of side is more firm, and the phenomenon that cistern sinks when preventing from using for a long time occurs.
The utility model is further arranged to：The cistern upper edge is outward extended with the card being connected in bar-mat reinforcement
Block.
By using above-mentioned technical proposal, when bar-mat reinforcement is installed, fixture block clamping is entered in the grid of bar-mat reinforcement, such reinforcing bar
Net connects with the clamping of cistern upper end, above bar-mat reinforcement during stress, can prevent that bar-mat reinforcement is downward close to one end of cistern
Tilt, improve the stability of structure.
The utility model is further arranged to：The supporting construction includes the mutually hinged first support bar and second in end
Support bar, the foundation ditch inwall offer the first neck, and the cistern lateral wall is relative with the first neck to offer the second card
Groove, the free end of the first support bar are connected to the first neck, and the free end of the second support bar is connected to the second neck,
It is provided between the first support bar and second support bar for limiting first support bar and second support bar mutually rotates
Fix bar.
By using above-mentioned technical proposal, first support bar and second support bar end are hinged, and work as and adjust
After the angle of first support bar and second support bar, both are fixed by fix bar, afterwards by the work of first support bar
Moved end is connected in the first neck, and the free end of second support bar is connected in the second neck, so as to by cistern and foundation ditch
Side wall is supported, and is prevented cistern activity or is occurred crooked.
The utility model is further arranged to：The curved setting of the fix bar and surface offer the chute of arc,
Described fix bar one end is rotationally connected with the middle part of first support bar, is equipped with fastening bolt in the chute and is connected to second
Strut.
By using above-mentioned technical proposal, when needing to adjust the angle of first support bar and second support bar, unscrew tight
Fixing bolt so that first support bar and second support bar can occur mutually to rotate, while fastening bolt can be realized along chute and slided
Move, when the angle adjustment of first support bar and second support bar is good after, tighten fastening bolt so that by first support bar and the
Two support bars are fixed, so as to play a supporting role.
The utility model is further arranged to：The supporting construction is evenly arranged with four along cistern lateral wall.
By using above-mentioned technical proposal, supporting construction is provided with four, can cause cistern stress evenly, ensures
The stress balance of cistern surrounding, prevent cistern activity or glance off.
The utility model is further arranged to：The ladder groove bottom is deep 20 centimetres apart from ground.
By using above-mentioned technical proposal, the bottom surface of step trough is deep 20 centimetres apart from ground, can so ensure bar-mat reinforcement
With certain thickness, soil can also be filled into bar-mat reinforcement so that more firm in bar-mat reinforcement.
The utility model is further arranged to：The foundation pit side-wall is in outward-dipping setting from bottom to top.
By using above-mentioned technical proposal, the side wall of foundation ditch is in outward-dipping setting from bottom to top so that foundation pit side-wall shape
It is sloping, so above foundation ditch during stress, bigger power can be born, the phenomenon for preventing foundation ditch upper edge from caving in.
The utility model is further arranged to：The cistern top is provided with well lid, and the well lid surface is circumferentially equal
Etc. offering water inlet.
By using above-mentioned technical proposal, well lid is provided with the top of cistern, well lid can prevent other debris from falling
It into cistern, while can prevent people's imprudence from falling into cistern, improve security, it is along the circumferential direction uniform on well lid
Water inlet is offered, rainwater can be collected by water inlet into being collected in cistern when raining.
The utility model is further arranged to：The well lid offers the pump mouth stretched into for drinking-water pipe.
By using above-mentioned technical proposal, pump mouth is further opened with well lid, drinking-water pipe can pass through pump mouth and stretch
Enter in cistern, the water in cistern is extracted and be transported to other places for needing to use water.
In summary, the utility model has the advantages that：
First, offering step trough in foundation ditch top edge, bar-mat reinforcement, and the external diameter of step trough are equipped with step trough
More than the maximum gauge of foundation ditch, after bar-mat reinforcement, the intensity around cistern can be caused to improve, cistern surrounding structure
More firmly, vehicle causes to damage to cistern when crossing above cistern so as to also prevent, in cistern and foundation pit side-wall
Between be additionally provided with supporting construction, supporting construction is used to be supported cistern and foundation ditch, and it is crooked to prevent that cistern from occurring
Phenomenon；
Second, first support bar and second support bar end are hinged, and work as and adjust first support bar and second
After the angle of support bar, both are fixed by fix bar, the movable end of first support bar is connected to the first card afterwards
In groove, the free end of second support bar is connected in the second neck, so as to which cistern and foundation pit side-wall are supported, prevented
Cistern activity occurs crooked.
Brief description of the drawings
Fig. 1 is overall structure diagram of the present utility model；
Fig. 2 is the structural representation of supporting construction.
In figure：1st, foundation ditch；2nd, cistern；3rd, backfill；4th, step trough；5th, bar-mat reinforcement；6th, supporting construction；7th, bottom plate；8、
Fixture block；9th, first support bar；10th, second support bar；11st, the first neck；12nd, the second neck；13rd, fix bar；14th, chute；15、
Fastening bolt；16th, well lid；17th, water inlet；18th, pump mouth.
Embodiment
With reference to the accompanying drawings and examples, the utility model is described in detail.
A kind of building site reservoir structure, as shown in figure 1, including foundation ditch 1, foundation ditch 1 locates below ground level and foundation ditch 1
Side wall is in from bottom to top outward-dipping setting, be provided with the bottom surface of foundation ditch 1 by concreting into bottom plate 7, on bottom plate 7
Cistern 2 is provided with, and cistern 2 is set in cylinder, is formed necessarily so between cistern 2 and the side wall of foundation ditch 1
Space, for filling backfill 3, because backfill 3 is than the relatively soft native insufficient strength caused around cistern 2, when there is vehicle
When passing through from the side of cistern 2, easily cause backfill 3 to collapse and extrude cistern 2, cistern 2 is caused to damage；To avoid
Above mentioned problem occurs, and step-like step trough 4 is offered in the upper peripheral edge of foundation ditch 1, and the bottom surface of step trough 4 is deep 20 centimetres apart from ground,
And bar-mat reinforcement 5 is provided with step trough 4, bar-mat reinforcement 5 is to pass through colligation or welding by the right-angled intersection of vertical and horizontal reinforcing bar
The net being made, it has the function that to support and improves intensity, and bar-mat reinforcement 5 is laid in step trough 4, and bar-mat reinforcement 5
One end is contradicted in the side wall of step trough 4, and the other end is contradicted in the side wall of cistern 2；And the upper edge of cistern 2 is outward extended with
Fixture block 8, fixture block 8 can be entered in bar-mat reinforcement 5 with clamping so that bar-mat reinforcement 5 connects with the upper end of cistern 2, in cistern 2 and foundation ditch 1
After backfill 3 is filled between side wall, bar-mat reinforcement 5 is arranged in step trough 4, so as to improve the intensity around cistern 2.
As depicted in figs. 1 and 2, supporting construction 6, supporting construction are provided between the lateral wall of cistern 2 and the inwall of foundation ditch 1
6 include the first support bar 9 and second support bar 10 that end is mutually rotatablely connected by rotating shaft, are offered on the inwall of foundation ditch 1
First neck 11, second neck 12 corresponding with the first neck 11, and the first support are offered on the lateral wall of cistern 2
The free end of bar 9 is contradicted in the first neck 11, and the free end of second support bar 10 is contradicted in the second neck 12；At first
Fix bar 13 is connected between strut 9 and second support bar 10, the curved tabular of fix bar 13 is set and in fix bar 13
Surface offer the chute 14 of arc, one end of fix bar 13 is rotatably connected on the middle part of first support bar 9, in chute 14
Slip is equipped with fastening bolt 15, and fastening bolt 15 is through chute 14 and is connected in the second supporting plate, so when unscrewing fastening
During bolt 15, first support bar 9 and second support bar 10 can occur mutually to rotate, while fastening bolt 15 is slided along chute 14
Dynamic, after the relative angle of first support bar 9 and second support bar 10 is adjusted, tightening fastening bolt 15 makes first support bar
It is relatively fixed between 9 and second support bar 10, the free end of first support bar 9 is connected in the first neck 11 afterwards, by
The free end of two support bars 10 is connected in the second neck 12, so as to which cistern 2 and the side wall of foundation ditch 1 be pushed against, and should
Side wall of the supporting construction 6 along cistern 2 is evenly arranged with four so that the stress of cistern 2 evenly, avoids cistern 2 from producing
Crooked phenomenon.
Well lid 16 is provided with the upper end cover of cistern 2, well lid 16 can prevent other debris from falling in cistern 2, simultaneously
It can prevent people's imprudence from falling into cistern 2, improve security, water inlet is along the circumferential direction uniformly offered on well lid 16
17, rainwater can be collected by water inlet 17 into being collected in cistern 2 when raining, and pump mouth is further opened with well lid 16
18, drinking-water pipe can pass through pump mouth 18 and put in cistern 2, and the water in cistern 2 is extracted and is transported to other needs
With the place of water.
Described above is only preferred embodiment of the present utility model, and the scope of protection of the utility model is not limited merely to
Above-described embodiment, all technical schemes belonged under the utility model thinking belong to the scope of protection of the utility model.It should refer to
Go out, for those skilled in the art, some improvement under the premise of the utility model principle is not departed from and
Retouching, these improvements and modifications also should be regarded as the scope of protection of the utility model.
Claims (10)
1. a kind of building site reservoir structure, including foundation ditch (1), the foundation ditch (1) is interior to be provided with cistern (2), the water storage
Backfill (3) is filled between pond (2) and foundation ditch (1) inwall, it is characterised in that：Foundation ditch (1) upper peripheral edge offers ladder
The step trough (4) of shape, step trough (4) external diameter are more than foundation ditch (1) maximum gauge, reinforcing bar are provided with the step trough (4)
Net (5), supporting construction (6) is provided between cistern (2) lateral wall and the foundation ditch (1) inwall.
A kind of 2. building site reservoir structure according to claim 1, it is characterised in that：Foundation ditch (1) bottom surface is set
Have by concreting into bottom plate (7).
A kind of 3. building site reservoir structure according to claim 1, it is characterised in that：Cistern (2) upper edge
It is outward extended with the fixture block (8) being connected in bar-mat reinforcement (5).
A kind of 4. building site reservoir structure according to claim 1, it is characterised in that：The supporting construction (6) includes
The mutually hinged first support bar in end (9) and second support bar (10), foundation ditch (1) inwall offer the first neck
(11), cistern (2) lateral wall and the first neck (11) are relative offers the second neck (12), the first support bar
(9) free end is connected to the first neck (11), and the free end of the second support bar (10) is connected to the second neck (12), institute
State and be provided between first support bar (9) and second support bar (10) for limiting first support bar (9) and second support bar
(10) fix bar (13) mutually rotated.
A kind of 5. building site reservoir structure according to claim 4, it is characterised in that：The fix bar (13) is curved
Setting and surface offer the chute (14) of arc, and described fix bar (13) one end is rotationally connected with first support bar (9)
Portion, the chute (14) is interior to be equipped with fastening bolt (15) and is connected to second support bar (10).
A kind of 6. building site reservoir structure according to claim 4, it is characterised in that：Supporting construction (6) edge stores
Pond (2) lateral wall is evenly arranged with four.
A kind of 7. building site reservoir structure according to claim 1, it is characterised in that：Step trough (4) bottom surface away from
It is deep 20 centimetres from the ground.
A kind of 8. building site reservoir structure according to claim 1, it is characterised in that：Foundation ditch (1) side wall is under
It is in outward-dipping setting upwards.
A kind of 9. building site reservoir structure according to claim 1, it is characterised in that：Cistern (2) top is set
Well lid (16) is equipped with, circumferentially equalization offers water inlet (17) on well lid (16) surface.
A kind of 10. building site reservoir structure according to claim 9, it is characterised in that：The well lid (16) offers
The pump mouth (18) stretched into for drinking-water pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720926457.4U CN207109925U (en) | 2017-07-28 | 2017-07-28 | A kind of building site reservoir structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720926457.4U CN207109925U (en) | 2017-07-28 | 2017-07-28 | A kind of building site reservoir structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207109925U true CN207109925U (en) | 2018-03-16 |
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ID=61579968
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720926457.4U Active CN207109925U (en) | 2017-07-28 | 2017-07-28 | A kind of building site reservoir structure |
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| Country | Link |
|---|---|
| CN (1) | CN207109925U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110173145A (en) * | 2019-05-31 | 2019-08-27 | 中建八局第四建设有限公司 | A kind of construction method of liner type overlength double-layer structure water storage pool |
-
2017
- 2017-07-28 CN CN201720926457.4U patent/CN207109925U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110173145A (en) * | 2019-05-31 | 2019-08-27 | 中建八局第四建设有限公司 | A kind of construction method of liner type overlength double-layer structure water storage pool |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: Pinghu City, Zhejiang Province, Jiaxing City, Cao Bridge Street Bridge on the west side of town 314214 Patentee after: Pinghu Kaiyuan Concrete Co., Ltd Address before: Pinghu City, Zhejiang Province, Jiaxing City, Cao Bridge Street Bridge on the west side of town 314214 Patentee before: PINGHU KAIYUAN CONCRETE Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder |