CN207499871U - Underground vertical garage - Google Patents
Underground vertical garage Download PDFInfo
- Publication number
- CN207499871U CN207499871U CN201720317147.2U CN201720317147U CN207499871U CN 207499871 U CN207499871 U CN 207499871U CN 201720317147 U CN201720317147 U CN 201720317147U CN 207499871 U CN207499871 U CN 207499871U
- Authority
- CN
- China
- Prior art keywords
- wall
- braced
- braced wall
- underground
- seepproof screen
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn - After Issue
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Abstract
The utility model provides a kind of underground vertical garage, including：Seepproof screen, the sealing walled are set in shaft wall；First braced wall, first braced wall are attached at the inner wall of the seepproof screen；Anchor pole, the anchor pole wear the seepproof screen and connect in first braced wall and shaft wall；Second braced wall, second braced wall are oppositely arranged with first braced wall, and form a cavity between first braced wall and the second braced wall；Waterproof layer, the waterproof layer are filled in the cavity.The utility model avoids setting up and removing for the temporary support structures in mining process, solves the problems, such as sealing in mining process, gushes native water, effectively saved time and cost, and the utility model possesses more reliable safety.
Description
Technical field
The utility model is related to the technical field of underground development, more particularly to a kind of underground vertical garage.
Background technology
Vertical is called vertical shaft, is the common engineering in underground engineering, the municipal administrations such as mountain tunnel, hydroelectric project, city underground
Engineering, hydraulic engineering and military and national defense engineering etc. all be unable to do without using and constructing for vertical.Especially underground mine, using more
To be extensive, since it is total entrance of entire mine, status seems more important.With China's traffic, water conservancy it is fast
Speed development, highway, railway, the seepage tunnel of long range, for the needs of construction and operation, the vertical shaft of cutting is also more and more.
On the other hand, with the improvement of living standards, the rapid development of urbanization process and modern industrialization, the use of urban land become
Scarcity further is obtained, and private car is increasing but also the position of parking becomes a big problem, the disclosure of the applicant
Number a kind of vertical garage is just described for CN 106285122A patents, for solving the anxiety of the parking stall in bustling urban district, parking is tired
The problem of difficult, further just needs to solve the problems, such as the construction in underground vertical garage certainly.
The characteristics of underground vertical garage pit shaft is that depth is big, basal area is big, complicated hydrogeological conditions；Relative to gallery
For (or tunnel), difficulty of construction is big, and construction technology is complicated, and the construction period is long.The technology that existing vertical excavates is in excavation
Temporary support structures are set up in vertical, it is time-consuming and laborious, and security performance is relatively low.Therefore, to accelerate sinking rate, shorten sinking shaft
Duration, it is necessary to use advanced construction technology, improve construction mechanization level.
Utility model content
In order to solve the technical problem, the utility model provides a kind of underground vertical garage, for solving the prior art
The problem of difficulty of construction in middle underground vertical garage is big, and construction technology is complicated, and the construction period is long.
To solve the above-mentioned problems, the utility model provides a kind of underground vertical garage, including：
Seepproof screen, the sealing walled are set in shaft wall；First braced wall, first braced wall are attached at described
The inner wall of seepproof screen；Anchor pole, the anchor pole wear the seepproof screen and connect in first braced wall and shaft wall；Second
Revetment, second braced wall are oppositely arranged with first braced wall, shape between first braced wall and the second braced wall
Into a cavity；Waterproof layer, the waterproof layer are filled in the cavity.
Further improvement of the utility model is, further includes a shaft bottom knot for being layed in the underground vertical garage bottom
Structure, the shaft bottom structure close the underground vertical garage, and the shaft bottom structure is reinforced concrete structure.
Further improvement of the utility model is, the seepproof screen is cement seepproof screen, the thickness of the cement seepproof screen
It spends for 50~150mm.
Further improvement of the utility model is that first braced wall and the second braced wall are armored concrete
Wall, the reinforced concrete wall include steelframe and injection in the concrete structure in the steelframe, and one end of the anchor pole is welded
It is connected on the steelframe.
Further improvement of the utility model is that the anchor pole is more, along the steelframe interval of first braced wall
Setting.
Further improvement of the utility model is that the waterproof layer is ethylene copolymer-modified asphaltic resin.
The beneficial effects of the utility model compared with the prior art lie in：
The utility model eliminates vertical by building the structures such as supporting construction, waterproof layer and seepproof screen in vertical
Temporary support structures in mining process prevent the damage of temporary support structures in mining process from causing security risk, and
The time for setting up and dismantling gib and cost have been saved, has advanced the process of construction.
Description of the drawings
Fig. 1 is the schematic diagram in underground vertical garage in the utility model；
Fig. 2 is the schematic diagram at the utility model underground vertical garage A.
Reference numeral
1st, shaft wall；21st, seepproof screen；22nd, anchor pole；23rd, the second braced wall；24th, waterproof layer；25th, the first braced wall；3、
Shaft bottom structure.
Specific embodiment
Below in conjunction with attached drawing, to the utility model, above-mentioned and other technical characteristic and advantage carry out clearly and completely
Description, it is clear that described embodiment is only the section Example rather than whole embodiments of the utility model.
The utility model provides a kind of underground vertical garage.The erection method in conventional underground vertical garage is set up temporarily
Then supporting construction sprays reinforced concrete structure from up to down, set up temporary support structures, time-consuming and laborious, and safety
It can be relatively low.The utility model is had a safety feature by setting up the structures such as mine dam, braced wall and waterproof layer in well, time saving
It is laborsaving.The underground vertical garage of the utility model is illustrated below in conjunction with the accompanying drawings.
Refering to Fig. 1,2, the utility model is a kind of underground vertical garage, which includes：Seepproof screen 21,
One braced wall 25, the second braced wall 23, anchor pole 22 and waterproof layer 24 form.Wherein seepproof screen 21 is to be close to shaft wall 1
It is sprayed, and is enclosed in the well of vertical and set to form a section as round or rectangle enclosed construction；First braced wall 25 with
The inner wall fitting setting of seepproof screen 21, anchor pole 22 passes through seepproof screen 21 to connect the first braced wall 25, and squeezes into shaft wall 1,
Second braced wall 23 is arranged in parallel, and formed between the first braced wall 25 and the second braced wall 23 relatively with the first braced wall 25
One cavity, waterproof layer 24 are filled in cavity, play the role of waterproof.
It is closed in the bottom in underground vertical garage using armored concrete, forms the shaft bottom structure in underground vertical garage
3, which is reinforced concrete structure.
Since for being drilled with the bit diameter of well ditch structure as 50cm~150cm, the jet cement in well ditch structure
The thickness of the cement seepproof screen 21 of formation is 50~150cm.First braced wall 25 and the second braced wall 23 are all armored concrete
Wall installs steelframe first, then the gunite concrete in steelframe, forms the concrete structure of condensation, and one end of anchor pole 22
It is welded on the steelframe in the first braced wall 25.
During Specific construction, the drilling machine that a bore diameter is 50cm to 150cm is provided first and is bored in a suitable place
After to predetermined depth and then translation cutting forms the well ditch structure of a closing, and the width of the well ditch structure is 50cm to 150cm,
Then the jet cement mortar in the well ditch structure after condensing, forms seepproof screen 21, which is used for water proof, and
It prevents from gushing soil when excavating；Then one digging tool is provided, the soil in seepproof screen 21 is excavated to 1~3 meter, uses steelframe
It is set close to seepproof screen 21；More anchor poles 22 are then provided, one end of anchor pole 22 is pricked across seepproof screen 21 into shaft wall 1,
The other end of anchor pole 21 is welded with steelframe；With the concrete ejection steelframe mixed, the first braced wall unit is formed；Then along
The inner wall of seepproof screen 21 continues to excavate downwards, places steelframe, anchor pole etc. to predetermined depth, and spray and form multiple first braced walls
Unit, these the first braced wall units are grouped together into the first braced wall 25, in the placed inside steel of the first braced wall 25
Frame, and spray to form the second braced wall 23 upwards from predetermined well depth with concrete, finally in the first braced wall 25 and the second supporting
Ethylene copolymer-modified asphaltic resin is installed as waterproof layer between wall 23.
As the preferred embodiment of the utility model, when the underground vertical garage when in use, in 25 He of the first braced wall
The bottom steelframe of seepproof screen 21 and concrete ejection shaft bottom structure, and on the basis of the structure of shaft bottom, according to the need in garage
Multiple reinforced concrete structures are piled up, underground vertical garage is separated to form several garages.
The waterproof layer that the utility model is selected is ethylene copolymer-modified asphaltic resin (ECB), is by ethylene, vinyl acetate
Copolymer is blended with asphaltic resin and is produced through high pressure method, is the thermoplasticity atactic polymer of high molecular weight.
The utility model installs waterproof by spraying seepproof screen, braced wall successively in the borehole wall and being fixed with anchor pole
Layer carries out water proof, avoids setting up and removing for the temporary support structures in mining process, has effectively saved time and cost,
And the utility model possesses more reliable safety.
Particular embodiments described above has carried out into one the purpose of this utility model, technical solution and advantageous effect
The detailed description of step, it should be understood that the foregoing is merely specific embodiment of the utility model, are not used to limit this reality
With novel protection domain.Particularly point out, to those skilled in the art, it is all the spirit and principles of the utility model it
Any modification, equivalent substitution, improvement and etc. that are interior, being done, should be included within the scope of protection of this utility model.
Claims (6)
1. a kind of underground vertical garage, which is characterized in that including：
Seepproof screen, the sealing walled are set in shaft wall；
First braced wall, first braced wall are attached at the inner wall of the seepproof screen；
Anchor pole, the anchor pole wear the seepproof screen and connect in first braced wall and shaft wall；
Second braced wall, second braced wall are oppositely arranged with first braced wall, first braced wall and second
A cavity is formed between revetment；
Waterproof layer, the waterproof layer are filled in the cavity.
2. vertical garage in underground according to claim 1, which is characterized in that further include one and be layed in the underground vertical vehicle
The shaft bottom structure in bottom storehouse portion, the shaft bottom structure close the underground vertical garage, and the shaft bottom structure is armored concrete knot
Structure.
3. vertical garage in underground according to claim 1, which is characterized in that the seepproof screen is cement seepproof screen, described
The thickness of cement seepproof screen is 50~150mm.
4. vertical garage in underground according to claim 1, which is characterized in that first braced wall and the second braced wall are equal
For reinforced concrete wall, the reinforced concrete wall includes steelframe and injection in the concrete structure in the steelframe, described
One end of anchor pole is welded on the steelframe.
5. vertical garage in underground according to claim 4, which is characterized in that the anchor pole is more, along described first
The steelframe of revetment is arranged at intervals.
6. vertical garage in underground according to claim 1, which is characterized in that the waterproof layer is ethylene copolymer-modified drip
Green resin.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720317147.2U CN207499871U (en) | 2017-03-29 | 2017-03-29 | Underground vertical garage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720317147.2U CN207499871U (en) | 2017-03-29 | 2017-03-29 | Underground vertical garage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207499871U true CN207499871U (en) | 2018-06-15 |
Family
ID=62496008
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720317147.2U Withdrawn - After Issue CN207499871U (en) | 2017-03-29 | 2017-03-29 | Underground vertical garage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207499871U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106869938A (en) * | 2017-03-29 | 2017-06-20 | 庄建军 | Underground vertical garage and its method of construction |
-
2017
- 2017-03-29 CN CN201720317147.2U patent/CN207499871U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106869938A (en) * | 2017-03-29 | 2017-06-20 | 庄建军 | Underground vertical garage and its method of construction |
| CN106869938B (en) * | 2017-03-29 | 2019-12-03 | 庄建军 | Underground vertical garage and its method of construction |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20180615 Effective date of abandoning: 20191203 |
|
| AV01 | Patent right actively abandoned |