CN203374282U - Head sheave chamber arrangement structure of mine underground grounded multi-rope lifting system - Google Patents
Head sheave chamber arrangement structure of mine underground grounded multi-rope lifting system Download PDFInfo
- Publication number
- CN203374282U CN203374282U CN201320335261.XU CN201320335261U CN203374282U CN 203374282 U CN203374282 U CN 203374282U CN 201320335261 U CN201320335261 U CN 201320335261U CN 203374282 U CN203374282 U CN 203374282U
- Authority
- CN
- China
- Prior art keywords
- head sheave
- chamber
- inspection platform
- lower head
- arrangement structure
- 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.)
- Expired - Lifetime
Links
Images
Landscapes
- Earth Drilling (AREA)
Abstract
The utility model relates to a head sheave chamber arrangement structure of a mine underground grounded multi-rope lifting system. The ground of an upper head sheave chamber and the ground of a lower head sheave chamber are correspondingly provided with an upper head sheave overhaul platform and a lower head sheave overhaul platform respectively, the position of the upper head sheave chamber and the position of the lower head sheave chamber are staggered in a front-and-back mode, the position of the upper head sheave overhaul platform and the position of the lower head sheave overhaul platform are correspondingly staggered in a front-and-back mode, therefore, an upper head sheave overhaul platform protruding section and a lower head sheave overhaul platform protruding section are formed and respectively located on a stable rock face fixedly, and a pedestrian ladder stand is arranged between the upper head sheave overhaul platform and the lower head sheave overhaul platform. According to the head sheave chamber arrangement structure, the shortcomings that the head sheave overhaul platforms are complex in arrangement and the work amount is large are overcome, investment is saved, the construction period is saved, stability and reliability of the head sheave chamber arrangement structure are facilitated, and the head sheave chamber arrangement structure can be safely and rapidly constructed with high quality.
Description
Technical field
The utility model relates to a kind of mine down-hole multi rope winding system, and particularly mine down-hole lands multi rope winding system head sheave chamber arrangement structure.
Background technology
At present, mine down-hole multi rope winding system head sheave chamber is the important component part of interior shaft system, belongs to key project.If adopt conventional same section arrangement form, the chamber section of configuration is larger, upper head sheave inspection platform area is larger, be unfavorable for Stability Analysis of Structures, engineering quantity also can correspondingly increase, can cause difficulty of construction to strengthen and the duration growth, thereby construction speed and the construction costs of whole engineering impacted.
Summary of the invention
Technical problem to be solved in the utility model is to provide a kind of novel head sheave chamber arrangement structure, land multi rope winding system head sheave chamber inspection platform the shortcomings such as complexity, engineering quantity are large are set to overcome mine down-hole, and realize safety, high-quality, construction fast.
In order to address the above problem, the technical solution adopted in the utility model is as follows: mine down-hole lands multi rope winding system head sheave chamber arrangement structure, comprise the head sheave chamber, lower head sheave chamber, upper head sheave chamber, the ground of lower head sheave chamber correspondence respectively is provided with the head sheave inspection platform, lower head sheave inspection platform, it is characterized in that: described upper head sheave chamber and described lower head sheave chamber front and back position stagger, and upper head sheave inspection platform and lower head sheave inspection platform front and back position be corresponding staggering also, head sheave inspection platform nose section and lower head sheave inspection platform nose section on formation, upper head sheave inspection platform nose section and lower head sheave inspection platform nose section holder respectively fall within stable rock face, be provided with People's Bank of China's cat ladder between upper head sheave inspection platform and lower head sheave inspection platform.
The utility model has the advantage of: before and after (1) upper and lower head sheave chamber, part is staggeredly arranged, and is conducive to the stability of structure and the security reliability of construction; (2) upper and lower head sheave inspection platform all drops on and stablizes on rocky ground, has reduced the steel platform area of upper head sheave chamber.This arrangement has overcome head sheave chamber inspection platform the shortcomings such as complexity, engineering quantity are large has been set, and has not only saved investment to have saved the construction period but also be conducive to the Stability Analysis of Structures reliability, be a kind of can safety, high-quality, the construct arrangement of head sheave chamber fast.
The accompanying drawing explanation
Fig. 1 is the utility model head sheave chamber arrangement construction profile;
Fig. 2 is the utility model head sheave chamber arrangement structure section figure.
In figure, 1, upper head sheave chamber; 2, lower head sheave chamber; 3, People's Bank of China's cat ladder; 4, rope race; 5, upper head sheave inspection platform; 6, lower head sheave inspection platform, L1, upper head sheave inspection platform nose section, L2, lower head sheave inspection platform nose section.
The specific embodiment
Describe the utility model mine down-hole in detail below in conjunction with accompanying drawing and land the embodiment of multi rope winding system head sheave chamber arrangement structure.As Fig. 1, shown in Fig. 2, mine down-hole lands multi rope winding system head sheave chamber arrangement structure, comprise head sheave chamber 1, lower head sheave chamber 2, upper head sheave chamber 1, the ground of lower head sheave chamber 2 correspondence respectively is provided with head sheave inspection platform 5, lower head sheave inspection platform 6, it is characterized in that: described upper head sheave chamber 1 staggers with described lower head sheave chamber 2 front and back positions, and upper head sheave inspection platform 5 and lower head sheave inspection platform 6 front and back positions also corresponding staggering, head sheave inspection platform nose section L1 and lower head sheave inspection platform nose section L2 on formation, upper head sheave inspection platform nose section L1 and lower head sheave inspection platform nose section L2 holder respectively fall within stable rock face, be provided with People's Bank of China's cat ladder 3 between upper head sheave inspection platform 5 and lower head sheave inspection platform 6.
Embodiment a: better embodiment of the present utility model, at first by elevator chamber excavation rope race 4, then tunnel to lower head sheave chamber 2, by lower head sheave chamber 2, adopt courtyards or layering to lead the cave method again by rope race 4, sequence construction is gone up well head sheave chamber 1, lower head sheave chamber 2, then carry out head sheave inspection platform 5 and lower head sheave inspection platform 6, in the relevant position of lower head sheave inspection platform 6, install People's Bank of China's cat ladder 3.Need to carry out the work of establishing of staying of chamber support work and upper and lower head sheave installation preformed hole and built-in fitting in work progress.Upper head sheave inspection platform nose section L1, lower head sheave inspection platform nose section L2 are staggeredly arranged, and drop on and stablize on rock face respectively.
Claims (1)
1. mine down-hole lands multi rope winding system head sheave chamber arrangement structure, comprise the head sheave chamber, lower head sheave chamber, upper head sheave chamber, the ground of lower head sheave chamber correspondence respectively is provided with the head sheave inspection platform, lower head sheave inspection platform, it is characterized in that: described upper head sheave chamber and described lower head sheave chamber front and back position stagger, and upper head sheave inspection platform and lower head sheave inspection platform front and back position be corresponding staggering also, head sheave inspection platform nose section and lower head sheave inspection platform nose section on formation, upper head sheave inspection platform nose section and lower head sheave inspection platform nose section holder respectively fall within stable rock face, be provided with People's Bank of China's cat ladder between upper head sheave inspection platform and lower head sheave inspection platform.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320335261.XU CN203374282U (en) | 2013-06-13 | 2013-06-13 | Head sheave chamber arrangement structure of mine underground grounded multi-rope lifting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320335261.XU CN203374282U (en) | 2013-06-13 | 2013-06-13 | Head sheave chamber arrangement structure of mine underground grounded multi-rope lifting system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203374282U true CN203374282U (en) | 2014-01-01 |
Family
ID=49836824
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320335261.XU Expired - Lifetime CN203374282U (en) | 2013-06-13 | 2013-06-13 | Head sheave chamber arrangement structure of mine underground grounded multi-rope lifting system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203374282U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103967503A (en) * | 2014-05-07 | 2014-08-06 | 中钢集团马鞍山矿山研究院有限公司 | Production-stop-free transformation method for tower type interior shaft elevating system |
| CN106246187A (en) * | 2016-08-25 | 2016-12-21 | 山东黄金矿业(莱州)有限公司三山岛金矿 | Multiple spot arranges a kind of self well digging construction method of interior shaft sinking shaft facility |
| CN109353925A (en) * | 2018-11-12 | 2019-02-19 | 中国恩菲工程技术有限公司 | Console mode head sheave chamber and console mode lifting system |
-
2013
- 2013-06-13 CN CN201320335261.XU patent/CN203374282U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103967503A (en) * | 2014-05-07 | 2014-08-06 | 中钢集团马鞍山矿山研究院有限公司 | Production-stop-free transformation method for tower type interior shaft elevating system |
| CN103967503B (en) * | 2014-05-07 | 2016-02-24 | 中钢集团马鞍山矿山研究院有限公司 | A kind of tower interior shaft Hoisting System non-stop production reformation method |
| CN106246187A (en) * | 2016-08-25 | 2016-12-21 | 山东黄金矿业(莱州)有限公司三山岛金矿 | Multiple spot arranges a kind of self well digging construction method of interior shaft sinking shaft facility |
| CN106246187B (en) * | 2016-08-25 | 2018-04-27 | 山东黄金矿业(莱州)有限公司三山岛金矿 | Multiple spot arranges a kind of self well digging construction method of interior shaft sinking shaft facility |
| CN109353925A (en) * | 2018-11-12 | 2019-02-19 | 中国恩菲工程技术有限公司 | Console mode head sheave chamber and console mode lifting system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103277106B (en) | Highway tunnel three-step five-procedure excavation construction method | |
| CN102900460B (en) | Method for performing through-going seam cutting, pressure relief, permeability enhancement and quick tunneling on soft and high-outburst coal seam | |
| CN102644476B (en) | Method for pumping gas of protected layer by layer penetration and hole drilling on high-position drilling fields of protecting layer machinery tunnel | |
| CN102168575B (en) | Loose blasting gas extraction technology for horizontal branch well of coal seam floor | |
| CN106149768B (en) | A kind of float Structure and its construction method of the underground structure of fender post combination Guan Liang | |
| CN105275471A (en) | Method for determining surface mine exploiting limit | |
| CN203374282U (en) | Head sheave chamber arrangement structure of mine underground grounded multi-rope lifting system | |
| CN102022133A (en) | Regional gas underground high-pressure jet hole digging, pressure relief and outburst prevention method | |
| CN104074538A (en) | Primary extraction working face high-level suction tunnel gas extraction method | |
| CN104234738A (en) | Low-permeability coal bed multi-branch directional drilling seam cutting anti-reflection method | |
| CN103726848B (en) | Be applicable to the mining methods of recovery of gentle-inclined/inclthin thin ore body | |
| CN109751076A (en) | For being equipped with the escape structure and its escape method of the horizontal tunnel of deep shaft | |
| CN204457791U (en) | A kind ofly meet the interim air channel structure that large-diameter shield first passes through subway station | |
| CN204357457U (en) | Crawler type anchor props up machine | |
| CN204059401U (en) | Novel combined traffic tunnel | |
| CN202718380U (en) | Hydraulic climbing frame for construction of high-rise building | |
| CN205934994U (en) | Retaining pile combines guan liang's underground structure's anti structure of floating | |
| CN203716196U (en) | Rollover prevention excavator | |
| CN103397649A (en) | Double-wall steel cofferdam construction multifunctional platform and construction method thereof | |
| CN204475350U (en) | Bored pile construction system under high-voltage line | |
| CN203891819U (en) | Drill rod salvaging device | |
| CN209724410U (en) | For being equipped with the escape structure of the horizontal tunnel of deep shaft | |
| CN209413265U (en) | One kind being suitable for elevation of building decoration construction suspended rail | |
| CN202731956U (en) | Deviation preventing anchor rod | |
| CN202969304U (en) | Railings |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140101 |
|
| CX01 | Expiry of patent term |