CN206090616U - Dam structure of general industrial solid waste landfill yard - Google Patents
Dam structure of general industrial solid waste landfill yard Download PDFInfo
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- CN206090616U CN206090616U CN201621067107.9U CN201621067107U CN206090616U CN 206090616 U CN206090616 U CN 206090616U CN 201621067107 U CN201621067107 U CN 201621067107U CN 206090616 U CN206090616 U CN 206090616U
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- solid waste
- bearing unit
- diamond block
- industrial solid
- general industrial
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Abstract
Dam structure of general industrial solid waste landfill yard, including a plurality of bearing unit and connect adjacent bearing unit's stand, the diamond block who closely just is the indent among the bearing unit including a plurality of connections, diamond block's long diagonal and comparing for 3: 1~2: 1 of short cornerwise length, the vertical section of indent part is obtuse triangle, and the indent degree of depth in addition, is put at every diamond block's central point and is provided with the reinforcement stock that a slant is inserted needed reinforced (rfd) side slope soil body for 12~13 of short diagonal length. The utility model discloses can strengthen the stability and antidumping ability of load -bearing platform in the side slope soil body greatly, stability is good simultaneously, and anti -seismic performance is superior, can effectively improve the life of wall body itself.
Description
Technical field
This utility model is related to the dam structure in civil engineering structure, and specially one kind is applied to offal treatment field
In general industrial solid waste landfill yard dam structure.
Background technology
With it is economical develop rapidly, the quickening of industrialization and urbanization process, Municipal Domestic Garbage Output drastically increases
It is many, bring detrimental effect to environmental conservation.At present, the mode of landfill is mainly taken in the domestic process to rubbish, even if early stage
Rubbish is processed using other processing modes such as burning or compost, its last residue also will be disappeared by way of landfill
Receive.
In general, this refuse landfill is generally all enclosed for the cell body structure being excavated, two sides or three face rings, and
Build dam body and closed on one side or two sides in addition.But refuse landfill dam body of the prior art is only in design
It is designed with reference to Reinforced Earth Retaining Wall Structure, does not carry out special reinforcement and process, there is rib tape surface and be difficult to anti-corrosion and right
Packing adaptability is poor, and shingle nail is made up of that globality is poor blockwork, the defect such as construction quality is not easily controlled, and work
Industry solid waste is different from the homogeneous substance (such as fluid, the cubic metre of earth and stone, sandy soil) accommodated in traditional dam body, and its internal stress is not
, the exudate in not being in consecutive variations, and industrial solid castoff to the pressure of dam body in diverse location has and often possesses
Certain corrosivity, thus larger is affected on dam body intensity, stability and service life.
Utility model content
The technical problem that this utility model is solved is the dam body knot for providing a kind of general industrial solid waste landfill yard
Structure, to solve above-mentioned background technology in shortcoming.
The technical problem that this utility model is solved employs the following technical solutions to realize：
The dam structure of general industrial solid waste landfill yard, including some load bearing units and the adjacent load bearing unit of connection
Column, the load bearing unit include it is some be completely embedded and the diamond block in indent, the long-diagonal of these diamond blocks with
The length ratio of short diagonal is 3: 1～2: 1, and the longitudinal section of female parts is obtuse triangle, and hollow depth is short diagonal
The 1/2～1/3 of line length, in addition, being provided with the side slope soil that an oblique insertion need to be reinforced in the center of each diamond block
The reinforcing anchor pole of body.
In this utility model, the diamond block number in described each load bearing unit is preferably 8 or 11.
In this utility model, the angle for reinforcing the oblique insertion slope soil of anchor pole is 10 °～30 °.
In this utility model, the column is square column, and be provided with body of wall one side in column plus
Strong rib.
In this utility model, the bottom of the column is provided with the buried piece for improving column strength.
Beneficial effect：Solid refuse is evenly spread to each bearing unit by this utility model to the lateral pressure of dam body,
Further the lateral pressure in bearing unit is carried out into block cutting using the diamond block in bearing unit, increasing friction force is simultaneously
Buffering lateral pressure, with high strength and stability, while shock resistance, anti-seismic performance are superior, the body of wall knot of itself
Structure concrete certain corrosion resistance when concrete wall surface is equipped with, while can also increase anti-in surface-coated corrosion-resistant finishes
Corrosive effect.
Description of the drawings
Fig. 1 is the schematic diagram of this utility model preferred embodiment.
Fig. 2 is the front schematic view of the single load bearing unit of this utility model.
Wherein：1st, ribs；2nd, square column；3rd, diamond block；4th, base for post；5th, buried piece；6th, anchor pole is reinforced；7th, side slope soil
Body.
Specific embodiment
In order that technological means, creation characteristic, reached purpose and effect that this utility model is realized are easy to understand, under
Face combines and is specifically illustrating, and this utility model is expanded on further.
Referring to the preferred embodiment of the dam structure of the general industrial solid waste landfill yard of Fig. 1, Fig. 2, in the present embodiment
In, the dam structure of general industrial solid waste landfill yard includes some load bearing units side by side, between adjacent load bearing unit
It is connected by square column 2, the bottom of square column 2 is fixed on base for post 4, and embedment side slope soil is then provided with the bottom of base for post 4
The buried piece 5 reinforced in body 7.
In the present embodiment, each load bearing unit includes eight diamond blocks 3, and these consistent sizes of diamond block 3, its length is right
Linea angulata is 3: 1, is completely embedded with the length ratio of short diagonal and in indent, the longitudinal section of female parts is obtuse triangle,
And hollow depth is the 1/3 of short diagonal length.And the position of centre of gravity in diamond block 3 is provided with oblique insertion slope soil 7
Anchor pole 6 is reinforced, the angle for reinforcing the oblique insertion slope soil of anchor pole 6 is 10 °.
Ultimate principle of the present utility model, principal character and advantage of the present utility model has been shown and described above.One's own profession
The technical staff of industry it should be appreciated that this utility model is not restricted to the described embodiments, described in above-described embodiment and description
Simply illustrate principle of the present utility model, on the premise of without departing from this utility model spirit and scope, this utility model is also
Various changes and modifications are had, these changes and improvements are both fallen within the range of claimed this utility model.This utility model
Claimed scope is by appending claims and its equivalent thereof.
Claims (4)
1. the dam structure of general industrial solid waste landfill yard, including some load bearing units and adjacent load bearing unit is connected
Column, it is characterised in that the load bearing unit include it is some be completely embedded and the diamond block in indent, the length of the diamond block
The length ratio of diagonal and short diagonal is 3: 1～2: 1, and the longitudinal section of female parts is obtuse triangle, and hollow depth
For the 1/2～1/3 of short diagonal length, in addition, the center of each diamond block is provided with an oblique insertion to need to reinforce
Slope soil reinforcing anchor pole.
2. the dam structure of general industrial solid waste landfill yard according to claim 1, it is characterised in that it is described each
Diamond block number in load bearing unit is 8 or 11.
3. the dam structure of general industrial solid waste landfill yard according to claim 1, it is characterised in that the reinforcing
The angle of the oblique insertion slope soil of anchor pole is 10 °～30 °.
4. the dam structure of general industrial solid waste landfill yard according to claim 1, it is characterised in that the column
Bottom be provided with buried piece.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621067107.9U CN206090616U (en) | 2016-09-01 | 2016-09-01 | Dam structure of general industrial solid waste landfill yard |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621067107.9U CN206090616U (en) | 2016-09-01 | 2016-09-01 | Dam structure of general industrial solid waste landfill yard |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206090616U true CN206090616U (en) | 2017-04-12 |
Family
ID=58480365
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621067107.9U Active CN206090616U (en) | 2016-09-01 | 2016-09-01 | Dam structure of general industrial solid waste landfill yard |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206090616U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115299282A (en) * | 2022-05-27 | 2022-11-08 | 中国科学院、水利部成都山地灾害与环境研究所 | Method for soil stabilization and sand adjustment of slope |
-
2016
- 2016-09-01 CN CN201621067107.9U patent/CN206090616U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115299282A (en) * | 2022-05-27 | 2022-11-08 | 中国科学院、水利部成都山地灾害与环境研究所 | Method for soil stabilization and sand adjustment of slope |
| CN115299282B (en) * | 2022-05-27 | 2023-09-19 | 中国科学院、水利部成都山地灾害与环境研究所 | Method for soil fixation and sand adjustment of slope |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Dam structure of general industrial solid waste landfill Effective date of registration: 20220302 Granted publication date: 20170412 Pledgee: China Everbright Bank Co.,Ltd. Changsha Wanjiali road sub branch Pledgor: ZHONGXIANG ENVIRONMENTAL PROTECTION CO.,LTD. Registration number: Y2022430000014 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right |