CN206844126U - Civil air defense constructions and installations builds backfilling apparatus - Google Patents
Civil air defense constructions and installations builds backfilling apparatus Download PDFInfo
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- CN206844126U CN206844126U CN201720653091.8U CN201720653091U CN206844126U CN 206844126 U CN206844126 U CN 206844126U CN 201720653091 U CN201720653091 U CN 201720653091U CN 206844126 U CN206844126 U CN 206844126U
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- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
A kind of civil air defense constructions and installations builds backfilling apparatus, it is related to Technology for Civil Air Defence Projects field, it includes foundation ditch, cushion cap and bed course, bottom of foundation ditch is provided with cushion cap, cushion cap plan vertical is provided with frame column, cross blinding layer in frame column top, blinding layer is provided with through hole, loading pipe is installed with through hole, loading pipe is parallel with frame column, loading pipe is used for the water conservancy diversion for backfilling material, described frame column side wall is provided with drinking-water pipe, drinking-water pipe bottom reaches bottom of foundation ditch, drinking-water pipe bottom is provided with suction pump, drinking-water pipe top connects with water-main road one end, the water-main road other end connects with water tank, water tank is located in earth's surface.This civil air defense constructions and installations building backfilling apparatus is simple in construction, easy to use, and backfill material frontal convolution is carried out into foundation ditch by loading pipe and is filled out, and it is narrow and small to solve backfill region area, backfills mechanical the problem of being inconvenient to walk；It is combined using drinking-water pipe and suction pump, solves the problems, such as to backfill region internal water accumulation, and then make the progress of engineering without any confusion, does not influence the construction period.
Description
Technical field：
It the utility model is related to Technology for Civil Air Defence Projects field, and in particular to a kind of civil air defense constructions and installations builds backfilling apparatus.
Background technology：
Civil air defense constructions and installations refers to that the beneath protective construction that support personnel shelters with goods and materials and individually built, and combined ground are built
The basement available 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., at present, during basement backfilling of earthwork, some backfill regions can be run into, its area is narrow
Small, the framework intercolumniation in the particularly region is smaller, and earthmoving machinery can not walk between frame column, and due to drop in foundation ditch
Rain can have ponding, and ponding can not discharge, and etc. naturally dry, influence the construction period.
The content of the invention：
The purpose of this utility model be in order to overcome above-mentioned the shortcomings of the prior art in place of, and provide a kind of people's air defense work
Cheng Jianzhu backfilling apparatus, it is simple in construction, easy to use, solves that backfill region area is narrow and small and backfill region ponding is asked
Topic.
The technical solution adopted in the utility model is：A kind of civil air defense constructions and installations builds backfilling apparatus, it include foundation ditch, cushion cap and
Bed course, bottom of foundation ditch are provided with cushion cap, and cushion cap plan vertical is provided with frame column, and blinding layer, blinding layer are crossed in frame column top
Through hole is provided with, loading pipe is installed with through hole, loading pipe is parallel with frame column, and loading pipe is used for the water conservancy diversion for backfilling material, described
Frame column side wall is provided with drinking-water pipe, and drinking-water pipe bottom reaches bottom of foundation ditch, and drinking-water pipe bottom is provided with suction pump, drinking-water pipe top
Connected with water-main road one end, the water-main road other end connects with water tank, and water tank is located in earth's surface.
Several cushion caps are provided with described foundation ditch, vertically frame column is provided with each cushion cap.
A drinking-water pipe is equipped with the side wall of described each frame column, each drinking-water pipe collects with water-main road.
Described blinding layer is provided with several through holes, and loading pipe is installed with each through hole.
Described loading pipe is between frame column.
The utility model is simple in construction, easy to use, and carrying out backfill material frontal convolution into foundation ditch by loading pipe fills out, and solves
It is narrow and small to backfill region area, backfills mechanical the problem of being inconvenient to walk；It is combined using drinking-water pipe and suction pump, solves backfill
The problem of region internal water accumulation, and then make the progress of engineering without any confusion, the construction period is not influenceed, is adapted to promote on a large scale.
Brief description of the drawings：
Fig. 1 is the utility model structure diagram.
Embodiment：
Reference picture 1, a kind of civil air defense constructions and installations build backfilling apparatus, including foundation ditch 8, cushion cap 11 and bed course 6, the bottom of foundation ditch 8 are set
There is cushion cap 11, the plan vertical of cushion cap 11 is provided with frame column 5, and blinding layer 6 is crossed on the top of frame column 5, and blinding layer 6 is provided with logical
Hole, loading pipe 4 is installed with through hole, loading pipe 4 is parallel with frame column 5, and loading pipe 4 is used for the water conservancy diversion for backfilling material 9, described framework
The side wall of post 5 is provided with drinking-water pipe 3, and the bottom of drinking-water pipe 3 reaches the bottom of foundation ditch 8, and the bottom of drinking-water pipe 3 is provided with suction pump 10, drinking-water pipe 3
Top connects with the one end of water-main road 2, and the other end of water-main road 2 connects with water tank 1, and water tank 1 is located in earth's surface 7.Described base
Several cushion caps 11 are provided with hole 8, vertically frame column 5 is provided with each cushion cap 11.In the side wall of described each frame column 5
A drinking-water pipe 3 is equipped with, each drinking-water pipe 3 collects with water-main road 2.Described blinding layer 6 is logical provided with several
Hole, loading pipe 4 is installed with each through hole.Described loading pipe 4 is between frame column 5.
This civil air defense constructions and installations building backfilling apparatus when in use, can be sharp first to causing ponding in foundation ditch 8 due to rainy day
The ponding in foundation ditch 8 is pumped into water tank 1 by drinking-water pipe 3 and water-main road 2 with suction pump 10, water tank 1 is arranged on earth's surface 7
On, the time of naturally dry is saved, does not influence the construction period；Then inserted by loading pipe 4 by material 9 is backfilled in foundation ditch 8, this
Civil air defense constructions and installations building backfilling apparatus sets several loading pipes 4, and loading pipe 4 is through on blinding layer 6, and is arranged on frame column 5
Between, to backfill.
Backfilled using this mode, solve the problem of backfill region is smaller, and backfill machinery can not walk.
In summary, this civil air defense constructions and installations building backfilling apparatus is simple in construction, easy to use, by loading pipe 4 into foundation ditch 8
Carry out backfill material 9 backfill, solve backfill region area it is narrow and small, backfill mechanical the problem of being inconvenient to walk；Using drinking-water pipe 3
It is combined with suction pump 10, solves the problems, such as to backfill region internal water accumulation, and then make the progress of engineering without any confusion, does not influence to apply
The work duration, it is adapted to promote on a large scale.
Claims (5)
1. a kind of civil air defense constructions and installations builds backfilling apparatus, including foundation ditch（8）, cushion cap（11）And bed course（6）, it is characterised in that：Foundation ditch
（8）Bottom is provided with cushion cap（11）, cushion cap（11）Plan vertical is provided with frame column（5）, frame column（5）Cross blinding layer in top
（6）, blinding layer（6）Through hole is provided with, loading pipe is installed with through hole（4）, loading pipe（4）With frame column（5）It is parallel, loading pipe
（4）Expect for backfilling（9）Water conservancy diversion, described frame column（5）Side wall is provided with drinking-water pipe（3）, drinking-water pipe（3）Bottom reaches base
Hole（8）Bottom, drinking-water pipe（3）Bottom is provided with suction pump（10）, drinking-water pipe（3）Top and water-main road（2）One end connects, total water
Pipeline（2）The other end and water tank（1）Connection, water tank（1）Positioned at earth's surface（7）On.
2. civil air defense constructions and installations according to claim 1 builds backfilling apparatus, it is characterised in that：Foundation ditch（8）It is interior to be provided with several
Cushion cap（11）, each cushion cap（11）On be vertically provided with frame column（5）.
3. civil air defense constructions and installations according to claim 2 builds backfilling apparatus, it is characterised in that：Each frame column（5）Side wall
On be equipped with a drinking-water pipe（3）, each drinking-water pipe（3）With water-main road（2）Collect.
4. civil air defense constructions and installations according to claim 1 builds backfilling apparatus, it is characterised in that：Blinding layer（6）If provided with
A through hole is done, loading pipe is installed with each through hole（4）.
5. the civil air defense constructions and installations building backfilling apparatus according to claim 2 or 4, it is characterised in that：Loading pipe（4）Positioned at framework
Post（5）Between.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720653091.8U CN206844126U (en) | 2017-06-07 | 2017-06-07 | Civil air defense constructions and installations builds backfilling apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720653091.8U CN206844126U (en) | 2017-06-07 | 2017-06-07 | Civil air defense constructions and installations builds backfilling apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206844126U true CN206844126U (en) | 2018-01-05 |
Family
ID=60798813
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720653091.8U Active CN206844126U (en) | 2017-06-07 | 2017-06-07 | Civil air defense constructions and installations builds backfilling apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206844126U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109537664A (en) * | 2018-12-06 | 2019-03-29 | 安徽省人防建筑设计研究院 | A kind of civil air defense constructions and installations building backfilling apparatus |
-
2017
- 2017-06-07 CN CN201720653091.8U patent/CN206844126U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109537664A (en) * | 2018-12-06 | 2019-03-29 | 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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