CN206562621U - City planting ductwork fluting pipe laying structure - Google Patents
City planting ductwork fluting pipe laying structure Download PDFInfo
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- CN206562621U CN206562621U CN201720249273.9U CN201720249273U CN206562621U CN 206562621 U CN206562621 U CN 206562621U CN 201720249273 U CN201720249273 U CN 201720249273U CN 206562621 U CN206562621 U CN 206562621U
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- foundation trench
- foundation
- encapsulating
- planting ductwork
- city planting
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Abstract
The utility model discloses city planting ductwork fluting pipe laying structure, including foundation trench, the foundation reinforcing structure and encapsulating structure being provided with foundation trench, foundation reinforcing structure includes the timber of insertion foundation trench bottom, the crowded what block stone for being located at foundation trench bottom and the sand-gravel cushion being located on crowded what block stone, encapsulating structure includes supplying drainage and is connected to two separated concretes encapsulating of supplying drainage upper and lower ends, separated concrete, which is encapsulated, is filled with throwing what block stone in the space between foundation trench wall, two separated concrete encapsulatings are connected by connecting screw rod, damping rubber block is provided between supplying drainage and two separated concrete encapsulatings, not only collect basement process, foundation trench is gone along with sb. to guard him with pipe protection in one, and it is fast to meet speed of application, it is superior in quality.
Description
Technical field
The utility model belongs to municipal works field, and in particular to city planting ductwork fluting pipe laying structure.
Background technology
Because urban drainage pipeline system has been assigned new intension new in the period of, ceased with the water environment that people survive
It is related.In municipal works and environmental improvement engineering construction, urban drainage pipeline system is normally occupied the larger output investment ratio of engineering.
Therefore how under conditions of specification and other technical requirements is met, according to the concrete condition in city, improve city planting ductwork and install
Construction quality, to reduce its construction cost be a very important problem.
The construction method of current city planting ductwork is fairly simple, does not set support, water supply and sewerage pipeline during fluting mostly and does not also carry out
Protection well, most simple process by the way of backfill material；And some soft stratums are directed in practice of construction, traditional applies
There is more construction quality, potential safety hazard in work method.
In summary, although the city planting ductwork constructing structure that some existing strick precautions are used in engineering, may not apply to
All geological conditions.In consideration of it, in order to enrich city planting ductwork constructing structure, preferably solving the installation of soft soil foundation city planting ductwork
Problem, needs badly to invent at present and a kind of integrates that basement process, foundation trench are gone along with sb. to guard him, the city planting ductwork of pipe protection is slotted pipe laying knot
Structure.
The content of the invention
The purpose of this utility model is to provide city planting ductwork fluting pipe laying structure, not only collect basement process, foundation trench go along with sb. to guard him and
Pipe protection meets speed of application soon in one, superior in quality.
For up to above-mentioned purpose, major technique solution of the present utility model is to provide city planting ductwork fluting pipe laying structure,
Including the foundation reinforcing structure and encapsulating structure being provided with foundation trench, foundation trench, foundation reinforcing structure includes the wood of insertion foundation trench bottom
Stake, the sand-gravel cushion for being located at the crowded what block stone of foundation trench bottom and being located on crowded what block stone, encapsulating structure include supplying drainage and divided
It is not connected in two separated concretes encapsulating of supplying drainage upper and lower ends, the space between separated concrete encapsulating and foundation trench wall and fills out
There is throwing what block stone.
Described two separated concrete encapsulatings are connected by connecting screw rod,
Damping rubber block is provided between the supplying drainage and two separated concrete encapsulatings.
The utility model beneficial effect：
1st, basement process is carried out using timber, sand-gravel cushion, crowded what block stone, greatly improves foundation bearing capacity, reduce construction
Potential safety hazard；
2nd, by protective conduit such as prefabricated separated concrete encapsulating, damping rubber blocks, the service life of pipeline is extended.
Brief description of the drawings
Fig. 1 is the elevation of the utility model city planting ductwork fluting pipe laying structure；
In figure：1. foundation trench, 2. supplying drainages, the encapsulating of 3. separated concretes, 4. throw what block stone, 5. timbers, 6. crowded what block stones, 7.
Sand-gravel cushion, 8. connecting screw rods, 9. damping rubber blocks.
Embodiment
The construction ginseng for the treatment of construction scene, foundation trench excavation technology, bracing members construction technology code, timber, sand-gravel cushion etc.
Number etc., is not repeated, emphasis illustrates that the utility model is related to the embodiment of structure in present embodiment.
As shown in figure 1, in city planting ductwork fluting pipe laying structure, including foundation trench 1, foundation trench 1 foundation reinforcing structure that is provided with and
Encapsulating structure, foundation reinforcing structure includes the timber 5 of insertion foundation trench 1 bottom, is located at the crowded what block stone 6 of the bottom of foundation trench 1 and is located at
The sand-gravel cushion 7 squeezed on what block stone 6, encapsulating structure includes supplying drainage 2 and is connected to the two of the upper and lower ends of supplying drainage 2
Throwing what block stone 4 is filled with individual separated concrete encapsulating 3, the space between separated concrete encapsulating 3 and the wall of foundation trench 1.
Described two separated concrete encapsulatings 3 are connected by connecting screw rod 8.
Damping rubber block 9 is provided between the supplying drainage 2 and two separated concrete encapsulatings 3.
The long 6m of stake of the timber 5, stake footpath is not less than the spacing 600mm between 150mm, timber 5, using quincunx cloth
Put.
The crowded what block stone 6 is handled by heavy tamping, is squeezed in the gap of what block stone 6 and has been poured into rubble and aggregate chips, after compacting,
Squeeze the top of what block stone 6 and be provided with 200mm thickness 1：1 sand-gravel cushion 7 is simultaneously tamped.
Claims (3)
- The pipe laying structure 1. city planting ductwork is slotted, including foundation trench (1), it is characterised in that city planting ductwork fluting pipe laying structure also includes The foundation reinforcing structure and encapsulating structure being provided with foundation trench (1), foundation reinforcing structure include the timber of insertion foundation trench (1) bottom (5) sand-gravel cushion (7) for, being located at the crowded what block stone (6) of foundation trench (1) bottom and being located on crowded what block stone (6), encapsulating structure includes Supplying drainage (2) and the two separated concretes encapsulating (3) for being connected to supplying drainage (2) upper and lower ends, separated concrete encapsulating (3) throwing what block stone (4) is filled with the space between foundation trench (1) wall.
- The pipe laying structure 2. city planting ductwork according to claim 1 is slotted, it is characterised in that described two separated concrete encapsulatings (3) connected by connecting screw rod (8).
- The pipe laying structure 3. city planting ductwork according to claim 1 is slotted, it is characterised in that the supplying drainage (2) and two Damping rubber block (9) is provided between separated concrete encapsulating (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720249273.9U CN206562621U (en) | 2017-03-14 | 2017-03-14 | City planting ductwork fluting pipe laying structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720249273.9U CN206562621U (en) | 2017-03-14 | 2017-03-14 | City planting ductwork fluting pipe laying structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206562621U true CN206562621U (en) | 2017-10-17 |
Family
ID=60030674
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720249273.9U Active CN206562621U (en) | 2017-03-14 | 2017-03-14 | City planting ductwork fluting pipe laying structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206562621U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108412016A (en) * | 2018-03-15 | 2018-08-17 | 中建五局土木工程有限公司 | Underground tube body assures construction method |
| WO2020038315A1 (en) * | 2018-08-19 | 2020-02-27 | 吴卿 | Floating-type crushing single tower |
| WO2020038333A1 (en) * | 2018-08-19 | 2020-02-27 | 吴卿 | Floating return material crushing integrated multi-tower |
| WO2020038316A1 (en) * | 2018-08-19 | 2020-02-27 | 吴卿 | Comprehensive crushing and floating tower |
| CN113700935A (en) * | 2021-09-09 | 2021-11-26 | 安徽省新路建设工程集团有限责任公司 | Grooving pipe burying structure for soft soil area and construction method |
-
2017
- 2017-03-14 CN CN201720249273.9U patent/CN206562621U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108412016A (en) * | 2018-03-15 | 2018-08-17 | 中建五局土木工程有限公司 | Underground tube body assures construction method |
| WO2020038315A1 (en) * | 2018-08-19 | 2020-02-27 | 吴卿 | Floating-type crushing single tower |
| WO2020038333A1 (en) * | 2018-08-19 | 2020-02-27 | 吴卿 | Floating return material crushing integrated multi-tower |
| WO2020038316A1 (en) * | 2018-08-19 | 2020-02-27 | 吴卿 | Comprehensive crushing and floating tower |
| CN113700935A (en) * | 2021-09-09 | 2021-11-26 | 安徽省新路建设工程集团有限责任公司 | Grooving pipe burying structure for soft soil area and construction method |
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