CN109537664A - A kind of civil air defense constructions and installations building backfilling apparatus - Google Patents
A kind of civil air defense constructions and installations building backfilling apparatus Download PDFInfo
- Publication number
- CN109537664A CN109537664A CN201811486318.XA CN201811486318A CN109537664A CN 109537664 A CN109537664 A CN 109537664A CN 201811486318 A CN201811486318 A CN 201811486318A CN 109537664 A CN109537664 A CN 109537664A
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- China
- Prior art keywords
- horizontal frame
- foundation pit
- air defense
- civil air
- backfilling apparatus
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/22—Dredgers or soil-shifting machines for special purposes for making embankments; for back-filling
- E02F5/223—Dredgers or soil-shifting machines for special purposes for making embankments; for back-filling for back-filling
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The invention discloses a kind of civil air defense constructions and installations to build backfilling apparatus, including foundation pit, the bottom of the foundation pit is equipped with a pair of of cushion cap, the top of the cushion cap is provided with frame column along its short transverse, the guiding tool of backfilling apparatus is provided with above the foundation pit, the guiding tool includes horizontal frame, hopper housing and idler wheel, wherein the hopper housing is set at the center of the horizontal frame.The utility model has the advantages that overcoming the defect that tradition gets rid of earthen backfill by the guiding tool of setting, the failure for causing waterproof protective layer because of earthwork impact is avoided, backfill quality is improved and efficiency, reduction is done over again, reduce later period leak stopping cost；In addition, combining using drinking-water pipe and water pump, solve the problems, such as foundation pit region internal water accumulation, at the same solve backfill region area it is narrow, backfill machinery be inconvenient to the problem of walking；And then make the progress of engineering without any confusion, and the construction period is not influenced, it is practical.
Description
Technical field
The present invention relates to Technology for Civil Air Defence Projects fields more particularly to a kind of civil air defense constructions and installations to build backfilling apparatus.
Background technique
The beneath protective construction and combined ground that civil air defense constructions and installations refers to support personnel and goods and materials masking and individually builds are built
The basement that can be used for air defense built is built, commander's communication use can be divided into according to purposes, personnel's masking is used, medical, rescue
Stand, warehouse is used and garage etc., currently, can encounter some backfill regions during basement backfilling of earthwork, area is narrow
Small, the frame intercolumniation in the especially region is smaller, and earthmoving machinery can not walk between frame column, and due to drop in foundation pit
Rain can have ponding, and ponding can not be discharged, etc. naturally dries, influence the construction period.In addition, when narrow Deep Foundation Pit Excavation backfills only
The mode for getting rid of earthen backfill can be taken, the waterproof protective layer that soil inevitably impacts underground main structure in the process is got rid of, causes
The damage of waterproof protective layer and coiled material increases the process and cost of later period plugging operations；Earthen backfill is got rid of simultaneously improves labour by force
Degree reduces backfill efficiency and quality.
Summary of the invention
For the problems in the relevant technologies, the present invention proposes a kind of civil air defense constructions and installations building backfilling apparatus, to overcome existing phase
Above-mentioned technical problem present in the technology of pass.
The technical scheme of the present invention is realized as follows:
A kind of civil air defense constructions and installations building backfilling apparatus, including foundation pit, the bottom of the foundation pit are equipped with a pair of of cushion cap, the cushion cap
Top be provided with frame column along its short transverse, the guiding tool of backfilling apparatus is provided with above the foundation pit, it is described
Guiding tool includes horizontal frame, hopper housing and idler wheel, wherein the hopper housing is set to the center of the horizontal frame
Place, and the surface of the horizontal frame is run through at the both ends of the hopper housing, the idler wheel is respectively set by rolling wheel support
In the bottom surface four corners of the horizontal frame, the idler wheel is located in earth's surface.
Further, the guiding tool further includes stiffener plate, and the stiffener plate is respectively arranged at the idler wheel branch
Between the side of frame and the horizontal frame.
Further, the upper surface of the horizontal frame is provided with water pump, and the water pump is located at a left side for the hopper housing
Side.
Further, the delivery end of the water pump is provided with connecting tube, and the connecting tube is passed through far from one end of the water pump
It wears the surface of the horizontal frame and extends to the lower section of the horizontal frame and be connected with one end of tee tube.
Further, the right end of the tee tube is connected with aqueduct, the one end of the aqueduct far from the tee tube
It is connected with the first drinking-water pipe, the bottom end of the tee tube is connected with the second drinking-water pipe, and first drinking-water pipe and described second
The end of drawing water of drinking-water pipe all extends to the bottom of the foundation pit.
Further, the both ends of the aqueduct are connected by fastener with the bottom of the horizontal frame.
Further, the top of the hopper housing is provided with storage bin(hopper).
The beneficial effects of the present invention are: overcome tradition by the guiding tool of setting and get rid of the defect of earthen backfill, avoid because
Cubic metre of earth impact and cause the failure of waterproof protective layer, improve backfill quality and efficiency, reduction done over again, reduce later period leak stopping at
This；In addition, combining using drinking-water pipe and water pump, solves the problems, such as foundation pit region internal water accumulation, while solving backfill region
Area is narrow, and backfill machinery is inconvenient to the problem of walking；And then make the progress of engineering without any confusion, and the construction period is not influenced, it is real
It is strong with property.
Detailed description of the invention
It in order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, below will be to institute in embodiment
Attached drawing to be used is needed to be briefly described, it should be apparent that, the accompanying drawings in the following description is only some implementations of the invention
Example, for those of ordinary skill in the art, without creative efforts, can also obtain according to these attached drawings
Obtain other attached drawings.
Fig. 1 is the structural schematic diagram that a kind of civil air defense constructions and installations builds backfilling apparatus.
In figure:
1, foundation pit；2, cushion cap；3, frame column；4, the second drinking-water pipe；5, tee tube；6, rolling wheel support；7, horizontal frame；8,
Guiding tool；9, water pump；10, connecting tube；11, hopper housing；12, storage bin(hopper)；13, aqueduct；14, fastener；15, reinforcing rib
Plate；16, idler wheel；17, earth's surface；18, the first drinking-water pipe.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.
In the description of the present invention, it is to be understood that, term " on ", "lower", "front", "rear", "left", "right", "top",
The orientation or positional relationship of the instructions such as "bottom", "inner", "outside" is to be based on the orientation or positional relationship shown in the drawings, merely to just
In description the present invention and simplify description, rather than the device or element of indication or suggestion meaning must have a particular orientation, with
Specific orientation construction and operation, therefore be not considered as limiting the invention.
According to an embodiment of the invention, providing a kind of civil air defense constructions and installations building backfilling apparatus.
Referring to Fig.1, civil air defense constructions and installations according to an embodiment of the present invention builds backfilling apparatus, including foundation pit 1, the foundation pit 1
Bottom is equipped with a pair of of cushion cap 2, and the top of the cushion cap 2 is provided with frame column 3, the top of the foundation pit 1 along its short transverse
It is provided with the guiding tool 8 of backfilling apparatus, the guiding tool 8 includes horizontal frame 7, hopper housing 11 and idler wheel 16, wherein
The hopper housing 11 is set at the center of the horizontal frame 7, and the water is run through at the both ends of the hopper housing 11
The surface of flat frame 7, the idler wheel 16 is respectively arranged at the bottom surface four corners of the horizontal frame 7 by rolling wheel support 6, described
Idler wheel 16 is located in earth's surface 17.
In one embodiment, the guiding tool 8 further includes stiffener plate 15, and the stiffener plate 15 is respectively arranged at
Between the side and the horizontal frame 7 of the rolling wheel support 6.
In one embodiment, the upper surface of the horizontal frame 7 is provided with water pump 9, and the water pump 9 is located at the funnel
The left side of cavity 11.
In one embodiment, the delivery end of the water pump 9 is provided with connecting tube 10, and the connecting tube 10 is far from the water
One end of pump 9 runs through the surface of the horizontal frame 7 and extends to the lower section of the horizontal frame 7 and one end phase of tee tube 5
Connection.
In one embodiment, the right end of the tee tube 5 is connected with aqueduct 13, and the aqueduct 13 is far from described three
One end of siphunculus 5 is connected with the first drinking-water pipe 18, and the bottom end of the tee tube 5 is connected with the second drinking-water pipe 4, and described first takes out
The end of drawing water of water pipe 18 and second drinking-water pipe 4 all extends to the bottom of the foundation pit 1.
In one embodiment, the both ends of the aqueduct 13 pass through the bottom phase of fastener 14 and the horizontal frame 7
Connection.
In one embodiment, the top of the hopper housing 11 is provided with storage bin(hopper) 12.
In addition, in the specific implementation process, by the guiding tool 8 of setting, the guiding tool 8 is passed through described
Idler wheel 16 moves to the top of the foundation pit 1, before being backfilled, is matched by the water pump 9 with drinking-water pipe, to the base
Water in hole 1 is extracted；Then it is fed by the storage bin(hopper) 12, and by the hopper housing 11 to the foundation pit
1 is backfilled, and the defect that tradition gets rid of earthen backfill is overcome, and is avoided the failure for causing waterproof protective layer because of earthwork impact, is improved
Backfill quality and efficiency, reduction are done over again, and later period leak stopping cost is reduced；In addition, combined using drinking-water pipe and the water pump 9,
It solves the problems, such as foundation pit region internal water accumulation, while solving that backfill region area is narrow, backfill is mechanical asking of being inconvenient to walk
Topic, and then make the progress of engineering without any confusion, the construction period is not influenced, it is practical.
The foregoing is only a preferred embodiment of the present invention, but scope of protection of the present invention is not limited thereto,
Anyone skilled in the art in the technical scope disclosed by the present invention, according to the technique and scheme of the present invention and its
Inventive concept is subject to equivalent substitution or change, should be covered by the protection scope of the present invention.
Claims (7)
1. a kind of civil air defense constructions and installations builds backfilling apparatus, which is characterized in that including foundation pit (1), the bottom of the foundation pit (1) is equipped with one
To cushion cap (2), the top of the cushion cap (2) is provided with frame column (3) along its short transverse, is set above the foundation pit (1)
It is equipped with the guiding tool (8) of backfilling apparatus, the guiding tool (8) includes horizontal frame (7), hopper housing (11) and idler wheel
(16), wherein the hopper housing (11) is set at the center of the horizontal frame (7), and the hopper housing (11)
The surface of the horizontal frame (7) is run through at both ends, and the idler wheel (16) is respectively arranged at the level by rolling wheel support (6)
The bottom surface four corners of frame (7), the idler wheel (16) are located on earth's surface (17).
2. a kind of civil air defense constructions and installations according to claim 1 builds backfilling apparatus, which is characterized in that the guiding tool (8)
Further include stiffener plate (15), the stiffener plate (15) be respectively arranged at the rolling wheel support (6) side and the level
Between frame (7).
3. a kind of civil air defense constructions and installations according to claim 1 builds backfilling apparatus, which is characterized in that the horizontal frame (7)
Upper surface be provided with water pump (9), the water pump (9) is located at the left side of the hopper housing (11).
4. a kind of civil air defense constructions and installations according to claim 3 builds backfilling apparatus, which is characterized in that the water pump (9) it is defeated
Sending end is provided with connecting tube (10), and the one end of the connecting tube (10) far from the water pump (9) is through the horizontal frame (7)
The surface and lower section for extending to the horizontal frame (7) is connected with one end of tee tube (5).
5. a kind of civil air defense constructions and installations according to claim 4 builds backfilling apparatus, which is characterized in that the tee tube (5)
Right end is connected with aqueduct (13), and the aqueduct (13) is connected with the first drinking-water pipe far from the one end of the tee tube (5)
(18), the bottom end of the tee tube (5) is connected with the second drinking-water pipe (4), and first drinking-water pipe (18) and described second is taken out
The end of drawing water of water pipe (4) all extends to the bottom of the foundation pit (1).
6. a kind of civil air defense constructions and installations according to claim 5 builds backfilling apparatus, which is characterized in that the aqueduct (13)
Both ends are connected by fastener (14) with the bottom of the horizontal frame (7).
7. a kind of civil air defense constructions and installations according to claim 1 builds backfilling apparatus, which is characterized in that the hopper housing (11)
Top be provided with storage bin(hopper) (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811486318.XA CN109537664A (en) | 2018-12-06 | 2018-12-06 | A kind of civil air defense constructions and installations building backfilling apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811486318.XA CN109537664A (en) | 2018-12-06 | 2018-12-06 | A kind of civil air defense constructions and installations building backfilling apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109537664A true CN109537664A (en) | 2019-03-29 |
Family
ID=65853107
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811486318.XA Pending CN109537664A (en) | 2018-12-06 | 2018-12-06 | A kind of civil air defense constructions and installations building backfilling apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109537664A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110359514A (en) * | 2019-07-30 | 2019-10-22 | 中建城市建设发展有限公司 | A kind of backfill hopper wagon |
| CN110409531A (en) * | 2019-07-13 | 2019-11-05 | 四川玖壹建设工程有限公司 | Pipeline water shakes sand backfill operation platform and its method under town road restricted clearance |
| CN111519681A (en) * | 2020-04-02 | 2020-08-11 | 中建四局第六建设有限公司 | Tool and method for backfilling fertilizer groove of deep foundation pit |
| CN111827393A (en) * | 2020-08-21 | 2020-10-27 | 天津凉笙科技有限公司 | Backfill device for civil air defense engineering building |
| CN115354710A (en) * | 2022-08-23 | 2022-11-18 | 四川昌泰建筑工程有限公司 | Earthwork backfilling equipment for construction of gymnasium and backfilling method thereof |
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| JP2001098578A (en) * | 1999-10-04 | 2001-04-10 | Araoka Teruo | Hopper device |
| US20020044830A1 (en) * | 2000-04-03 | 2002-04-18 | Munie Michael J. | Backfill and grading apparatus |
| CN206844126U (en) * | 2017-06-07 | 2018-01-05 | 李国臣 | Civil air defense constructions and installations builds backfilling apparatus |
| CN207079609U (en) * | 2017-08-21 | 2018-03-09 | 崔海敏 | A kind of new foundation ditch backfill structure |
| CN207277344U (en) * | 2017-10-09 | 2018-04-27 | 上海宝冶集团有限公司 | Guiding tool for the backfill of narrow Deep Foundation Pit Excavation |
| KR101887490B1 (en) * | 2017-03-08 | 2018-09-10 | 김진국 | Movable soil supply apparatus for backfill |
| CN208023593U (en) * | 2018-03-29 | 2018-10-30 | 中冶成都勘察研究总院有限公司 | A kind of foundation pit fertilizer slot backfill structure in sponge city |
| CN209603218U (en) * | 2018-12-06 | 2019-11-08 | 安徽省人防建筑设计研究院 | A kind of civil air defense constructions and installations building backfilling apparatus |
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Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001098578A (en) * | 1999-10-04 | 2001-04-10 | Araoka Teruo | Hopper device |
| US20020044830A1 (en) * | 2000-04-03 | 2002-04-18 | Munie Michael J. | Backfill and grading apparatus |
| KR101887490B1 (en) * | 2017-03-08 | 2018-09-10 | 김진국 | Movable soil supply apparatus for backfill |
| CN206844126U (en) * | 2017-06-07 | 2018-01-05 | 李国臣 | Civil air defense constructions and installations builds backfilling apparatus |
| CN207079609U (en) * | 2017-08-21 | 2018-03-09 | 崔海敏 | A kind of new foundation ditch backfill structure |
| CN207277344U (en) * | 2017-10-09 | 2018-04-27 | 上海宝冶集团有限公司 | Guiding tool for the backfill of narrow Deep Foundation Pit Excavation |
| CN208023593U (en) * | 2018-03-29 | 2018-10-30 | 中冶成都勘察研究总院有限公司 | A kind of foundation pit fertilizer slot backfill structure in sponge city |
| CN209603218U (en) * | 2018-12-06 | 2019-11-08 | 安徽省人防建筑设计研究院 | A kind of civil air defense constructions and installations building backfilling apparatus |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409531A (en) * | 2019-07-13 | 2019-11-05 | 四川玖壹建设工程有限公司 | Pipeline water shakes sand backfill operation platform and its method under town road restricted clearance |
| CN110359514A (en) * | 2019-07-30 | 2019-10-22 | 中建城市建设发展有限公司 | A kind of backfill hopper wagon |
| CN111519681A (en) * | 2020-04-02 | 2020-08-11 | 中建四局第六建设有限公司 | Tool and method for backfilling fertilizer groove of deep foundation pit |
| CN111519681B (en) * | 2020-04-02 | 2021-11-16 | 中建四局第六建设有限公司 | Tool and method for backfilling fertilizer groove of deep foundation pit |
| CN111827393A (en) * | 2020-08-21 | 2020-10-27 | 天津凉笙科技有限公司 | Backfill device for civil air defense engineering building |
| CN115354710A (en) * | 2022-08-23 | 2022-11-18 | 四川昌泰建筑工程有限公司 | Earthwork backfilling equipment for construction of gymnasium and backfilling method thereof |
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