CN102995654B - Process for mounting equipment in garbage transportation station - Google Patents
Process for mounting equipment in garbage transportation station Download PDFInfo
- Publication number
- CN102995654B CN102995654B CN201210437774.1A CN201210437774A CN102995654B CN 102995654 B CN102995654 B CN 102995654B CN 201210437774 A CN201210437774 A CN 201210437774A CN 102995654 B CN102995654 B CN 102995654B
- Authority
- CN
- China
- Prior art keywords
- equipment
- transfer station
- refuse transfer
- station equipment
- installation
- 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.)
- Active
Links
- 238000000034 method Methods 0.000 title claims abstract description 28
- 239000000126 substance Substances 0.000 claims abstract description 27
- 238000004873 anchoring Methods 0.000 claims abstract description 15
- 238000009434 installation Methods 0.000 claims description 47
- 238000012546 transfer Methods 0.000 claims description 44
- 238000009412 basement excavation Methods 0.000 claims description 11
- 239000003814 drug Substances 0.000 claims description 10
- 239000003351 stiffener Substances 0.000 claims description 8
- 238000005516 engineering process Methods 0.000 claims description 6
- 238000012423 maintenance Methods 0.000 claims description 4
- 238000005259 measurement Methods 0.000 claims description 4
- 230000035515 penetration Effects 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 2
- 239000000463 material Substances 0.000 claims description 2
- 239000010959 steel Substances 0.000 claims description 2
- 238000010586 diagram Methods 0.000 description 5
- 238000013461 design Methods 0.000 description 4
- 230000015271 coagulation Effects 0.000 description 3
- 238000005345 coagulation Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 230000000246 remedial effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Processing Of Solid Wastes (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a process for mounting equipment in a garbage transportation station. The mounting process is characterized by comprising the following steps: 1, paying off an equipment foundation; 2, digging the equipment foundation; 3, mounting a pre-embedded part; 4, pouring concrete; 5, timing an equipment position; and 6, fixing the equipment. The concrete pouring refers to one-time pouring. The equipment is fixed in a chemical bolt anchoring manner. The process for mounting the equipment in the garbage transportation station disclosed by the invention has the characteristics of simple operation, high mounting efficiency, low cost, high mounting precision, good engineering quality and the like.
Description
Technical field
The present invention relates to a kind of mounting process of sanitation equipment, especially a kind of mounting process of refuse transfer station equipment.
Background technology
At present, the mounting process more complicated of refuse transfer station equipment, existing way has two kinds, way one: concreting bed course in advance on equipment position to be installed, and embedded bar, reach after design strength grade until concrete, equipment is mixed up position, and after equipment being welded and fixed with reinforcing bar, carrying out second coagulation soil and build, reach after design strength grade until concrete, equipment can carry out debugging and use; Way two: concreting in advance on equipment position to be installed, and set aside pre-embedded piece bores hole, reach after design strength grade until concrete, equipment is mixed up position, and built-in fitting is positioned in reserving hole, after built-in fitting and equipment firm welding, carry out second coagulation soil and build, reach after design strength grade until concrete, equipment can carry out debugging and use.These two kinds of equal more complicated of mounting process, efficiency is low, cost is high, and when equipment is provided with deviation, often not easily adjusts, and rework cost is larger.For this reason, we have invented the refuse transfer station equipment mounting process for solving problems.
Summary of the invention
The object of the present invention is to provide a kind of without the need to secondary concreting during civil engineering, only need the mounting process of one-time-concreting concrete and mountable device, it is simple to operate, and efficiency of construction is high, and cost is low, and when equipment is provided with deviation, easily adjusts, and rework cost is low.
The present invention is achieved in that refuse transfer station equipment mounting process, it is characterized in that: its mounting process comprises: 1. equipment Foundations unwrapping wire; 2. equipment Foundations excavation; 3. installation of embedded parts; 4. concreting; 5. device location adjustment; 6. equipment is fixed, and described concreting is one-time-concreting; Described equipment is fixing adopts chemical bolt anchor connection mode, and concrete technology step is:
1. equipment Foundations unwrapping wire: according to refuse transfer station equipment installation drawing, puts equipment longitudinal direction, horizontal baseline well;
2. equipment Foundations excavation: according to refuse transfer station equipment installation drawing and the equipment baseline put well, equipment Foundations are excavated, is backfilled to the absolute altitude of drawing requirement after excavation, and rammed earth;
3. installation of embedded parts: the built-in fitting needed for refuse transfer station equipment is installed according to refuse transfer station equipment installation drawing;
4. concreting: propped up template in advance according to refuse transfer station equipment installation drawing dimensional requirement, checked template size, concreting, maintenance concrete is to strength grade;
5. device location adjustment: according to refuse transfer station equipment installation drawing, first equipment is placed in roughly in refuse storage area, with survey tool, device location is measured again, the position of special tool to equipment is adopted to finely tune, repeated measurement like this, fine setting, finally guarantee the requirement of device location size conforms installation drawing;
6. equipment is fixed: adopt and be fixedly connected with mechanism's syndeton installation, the described mechanism that is fixedly connected with is chemical bolt anchor connection structure, described chemical bolt anchor connection structure comprises chemical bolt anchoring assembly and Connection Block, during installation, refuse transfer station equipment is connected with concrete, chemical bolt anchoring assembly is connected by nut with Connection Block, guarantee equipment and concrete are connected firmly, and produce without relative motion.
Above-described chemical bolt anchoring assembly, comprise screw rod, medicament pipe and gel layer, the inner chamber of screw rod is drilled with hole, is provided with medicament pipe in hole, and the skin of medicament pipe is fixing by gel layer bonding.
Above-described Connection Block, comprises riser, base plate and stiffener, and riser and base plate are fixed by stiffener.
Above-described riser and base plate are made up of steel plate materials.
Compared with prior art, the mounting process of refuse transfer station equipment of the present invention has following characteristics:
1. mounting process is simple to operate, and installation effectiveness is high.I.e. mountable device after the mounting process concreting of this refuse transfer station equipment completes, build without the need to second coagulation soil, equipment mounting process step is fairly simple, and civil engineering efficiency is high.
2. cost is low.Equipment manufacturer and civil engineering side, without the need to installing the built-in fitting being used for fixed equipment in advance, effectively reduce the cost increasing installation because of built-in fitting.
3. installation accuracy is high, good engineering quality.The installation of this equipment adopts the multiple connected modes such as expansion bolt connection and chemical anchoring connection to fix equipment, flexible for installation, when there is installation deviation, can be revised by redrilling, the mode reinstalled, simple to operate, easy adjustment, the technique of required remedial measure is simple, so installation quality is easily up to standard.
Accompanying drawing explanation
Be described in further detail below in conjunction with accompanying drawing:
Fig. 1 is construction technology process block diagram of the present invention.
Fig. 2 is the embodiment of the present invention 1 mounting process floor map.
Fig. 3 is the embodiment of the present invention 1 mounting process side schematic view.
Fig. 4 is I partial enlarged drawing being fixedly connected with mechanism 5 in Fig. 3.
Fig. 5 is II partial enlarged drawing being fixedly connected with mechanism 5 in Fig. 3.
Fig. 6 is III partial enlarged drawing being fixedly connected with mechanism 5 in Fig. 3.
Fig. 7 is the main TV structure simplified schematic diagram of chemical bolt anchoring assembly 7.
Fig. 8 is the main TV structure simplified schematic diagram of Connection Block 8.
Fig. 9 is the left TV structure simplified schematic diagram of Fig. 8.
Figure 10 is Fig. 8 plan structure simplified schematic diagram.
Component title and sequence number in figure:
Transfer station 1, moving flatcar 2, compressor 3, loading bin 4, be fixedly connected with mechanism 5, concrete 6, chemical bolt anchoring assembly 7, Connection Block 8, screw rod 9, nut 10, packing ring 11, medicament pipe 12, gel layer 13, riser 14, base plate 15, stiffener 16.
Detailed description of the invention
Shown in Fig. 1 ~ 6, refuse transfer station equipment mounting process of the present invention comprises: 1. equipment Foundations unwrapping wire; 2. equipment Foundations excavation; 3. installation of embedded parts; 4. concreting; 5. device location adjustment; 6. equipment is fixed, and concrete technology step is:
1. equipment Foundations unwrapping wire: according to refuse transfer station equipment installation drawing, puts equipment longitudinal direction, horizontal baseline well;
2. equipment Foundations excavation: according to refuse transfer station equipment installation drawing and the equipment baseline put well, equipment Foundations are excavated, is backfilled to the absolute altitude of drawing requirement after excavation, and rammed earth.
3. installation of embedded parts: the built-in fitting needed for refuse transfer station equipment is installed according to refuse transfer station equipment installation drawing.
4. concreting: according to refuse transfer station equipment installation drawing dimensional requirement formwork supporting plate in advance, check template size, concreting 6, maintenance concrete 6 to strength grade.Concrete 6 is built and is only needed one-time-concreting, builds without the need to secondary.
5. device location adjustment: according to refuse transfer station equipment installation drawing, first equipment is placed in roughly shown position (referring to Fig. 1, Fig. 2), with survey tool, device location is measured again, the position of special tool to equipment is adopted to finely tune, repeated measurement like this, fine setting, finally guarantee the requirement of device location size conforms installation drawing.
6. equipment is fixed: adopt and be fixedly connected with mechanism 5 syndeton installation, the described mechanism 5 that is fixedly connected with is chemical bolt anchor connection structures, described chemical bolt anchor connection structure comprises chemical bolt anchoring assembly 7 and Connection Block 8, be connected with concrete 6 by refuse transfer station 1 equipment during installation, chemical bolt anchoring assembly 7 is connected by nut 10 with Connection Block 8.
Referring to as shown in Figure 7, chemical bolt anchoring assembly 7 comprises screw rod 9, medicament pipe 12 and gel layer 13, and the inner chamber of screw rod 9 is drilled with hole, is provided with medicament pipe 12 in hole, and the skin of medicament pipe 12 bonds fixing by gel layer 13.
Referring to as shown in figs. 8-10, Connection Block 8 comprises riser 14, base plate 15 and stiffener 16, and riser 14 and base plate 15 are fixed by stiffener 16.
Chemical bolt anchor connection mode of the present invention includes but are not limited to the multiple connected modes such as expansion bolt connection, chemical anchoring connection.
Embodiment 1:
City, environmental sanitation place, Nanning, needs to install refuse transfer station equipment, adopts refuse transfer station equipment mounting process of the present invention.
Referring to Fig. 2,3, shown in 4 and 5, the equipment of this refuse transfer station 1 mainly comprises moving flatcar 2, compressor 3 and loading bin 4, the concrete technology that refuse storage area 1 equipment is installed is as follows:
1. equipment Foundations unwrapping wire: according to this model refuse transfer station equipment installation drawing, as calculated, setting-out determination refuse transfer station equipment installation site, put well moving flatcar 2, compressor 3 and loading bin 4 longitudinally, horizontal baseline.
2. equipment Foundations excavation: according to this model refuse transfer station equipment installation drawing and the equipment baseline put well, equipment Foundations are excavated, is backfilled to the absolute altitude of drawing requirement after excavation, and rammed earth.
3. installation of embedded parts: by the built-in fitting needed for this model refuse transfer station equipment according to the installation of refuse transfer station equipment installation drawing, comprise built-in electric wire penetration pipe, hydralic hose penetration pipe, blow-off pipe and reinforcing bar etc.
4. concreting: according in this model refuse transfer station equipment installation drawing, the installation dimension of moving flatcar 2, compressor 3 and loading bin 4 requires to have propped up template in advance, checks template size, concreting, maintenance concrete 6 to strength grade.Concrete 6 is built and is only needed one-time-concreting, builds without the need to secondary.
5. device location adjustment: according to this model refuse transfer station equipment installation drawing, first moving flatcar 11, compressor 12 and loading bin 13 are placed in shown position roughly, with survey tool, device location is measured again, and finely tune with the position of special tool to moving flatcar 11, compressor 12 and loading bin 13, repeated measurement like this, fine setting, finally guarantee that moving flatcar 11, compressor 12 and loading bin 13 position dimension meet installation drawing requirement.
6. equipment is fixed: adopt chemical bolt anchor connection mode, determine specification and the quantity of chemical bolt as calculated, be welded to connect seat 8, riser 14 and base plate 15 are welded and fixed by stiffener 16, hole at Connection Block 8, clear hole, places pencil, screw in chemical bolt, by chemical bolt anchoring assembly 7 and Connection Block 8, moving flatcar 2, compressor 3 and loading bin 4 and concrete 6 are coupled together.
Claims (4)
1. a refuse transfer station equipment mounting process, is characterized in that: its mounting process comprises: 1) equipment Foundations unwrapping wire; 2) equipment Foundations excavation; 3) installation of embedded parts; 4) concreting; 5) device location adjustment; 6) equipment is fixed, and described concreting is one-time-concreting; Described equipment is fixing adopts chemical bolt anchor connection mode, and concrete technology step is:
1) equipment Foundations unwrapping wire: according to refuse transfer station equipment installation drawing, puts equipment longitudinal direction, horizontal baseline well;
2) equipment Foundations excavation: according to refuse transfer station equipment installation drawing and the equipment baseline put well, equipment Foundations are excavated, is backfilled to the absolute altitude of drawing requirement after excavation, and rammed earth;
3) installation of embedded parts: the built-in fitting needed for refuse transfer station equipment is installed according to refuse transfer station equipment installation drawing; Described built-in fitting can not refer to the built-in fitting of the equipment of being fixedly connected with, and comprises built-in electric wire penetration pipe, hydralic hose penetration pipe, blow-off pipe and reinforcing bar;
4) concreting: propped up template in advance according to refuse transfer station equipment installation drawing dimensional requirement, checked template size, concreting, maintenance concrete is to strength grade;
5) device location adjustment: according to refuse transfer station equipment installation drawing, first equipment is placed in roughly in refuse storage area, with survey tool, device location is measured again, the position of special tool to equipment is adopted to finely tune, repeated measurement like this, fine setting, finally guarantee the requirement of device location size conforms installation drawing;
6) equipment is fixed: adopt and be fixedly connected with the installation of mechanism (5) syndeton, the described mechanism (5) that is fixedly connected with is chemical bolt anchor connection structure, described chemical bolt anchor connection structure comprises chemical bolt anchoring assembly (7) and Connection Block (8), be connected with concrete by refuse transfer station equipment during installation, chemical bolt anchoring assembly (7) is connected by nut (10) with Connection Block (8).
2. the refuse transfer station equipment mounting process according to claim l, it is characterized in that: described chemical bolt anchoring assembly (7), comprise screw rod (9), medicament pipe (12) and gel layer (13), the inner chamber of screw rod (9) is drilled with hole, be provided with medicament pipe (12) in hole, the skin of medicament pipe (12) is fixing by gel layer (13) bonding.
3. the mounting process of the refuse transfer station equipment according to claim l, it is characterized in that: described Connection Block (8), comprise riser (14), base plate (15) and stiffener (16), riser (14) and base plate (15) are fixed by stiffener (16).
4. refuse transfer station equipment mounting process according to claim 3, is characterized in that: described riser (14) and base plate (15) are made up of steel plate materials.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210437774.1A CN102995654B (en) | 2012-11-06 | 2012-11-06 | Process for mounting equipment in garbage transportation station |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210437774.1A CN102995654B (en) | 2012-11-06 | 2012-11-06 | Process for mounting equipment in garbage transportation station |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102995654A CN102995654A (en) | 2013-03-27 |
| CN102995654B true CN102995654B (en) | 2015-01-07 |
Family
ID=47924710
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210437774.1A Active CN102995654B (en) | 2012-11-06 | 2012-11-06 | Process for mounting equipment in garbage transportation station |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102995654B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110258617A (en) * | 2019-06-24 | 2019-09-20 | 中国二十二冶集团有限公司 | Construction method of precision grouting for equipment pad iron |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2011094385A (en) * | 2009-10-29 | 2011-05-12 | Nippon Steel Corp | Method for replacing foundation bolt |
| CN102561712A (en) * | 2012-01-11 | 2012-07-11 | 中国建筑第二工程局有限公司 | Accurate positioning frame for large steel column and equipment foundation fixing bolt and construction method thereof |
| CN202391911U (en) * | 2012-01-04 | 2012-08-22 | 陈玉珍 | Chemical bolt |
| CN102704504A (en) * | 2012-06-26 | 2012-10-03 | 南通华新建工集团有限公司 | Method for constructing tower crane foundation |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1060913A (en) * | 1996-08-14 | 1998-03-03 | Sumitomo Metal Ind Ltd | How to install machinery and equipment |
-
2012
- 2012-11-06 CN CN201210437774.1A patent/CN102995654B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2011094385A (en) * | 2009-10-29 | 2011-05-12 | Nippon Steel Corp | Method for replacing foundation bolt |
| CN202391911U (en) * | 2012-01-04 | 2012-08-22 | 陈玉珍 | Chemical bolt |
| CN102561712A (en) * | 2012-01-11 | 2012-07-11 | 中国建筑第二工程局有限公司 | Accurate positioning frame for large steel column and equipment foundation fixing bolt and construction method thereof |
| CN102704504A (en) * | 2012-06-26 | 2012-10-03 | 南通华新建工集团有限公司 | Method for constructing tower crane foundation |
Non-Patent Citations (1)
| Title |
|---|
| 混凝土设备基础施工方法探讨;李学衡;《中国新技术新产品》;20100210(第03期);第98-99页 * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102995654A (en) | 2013-03-27 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102996148B (en) | High-ground-stress soft rock highway tunnel supporting method | |
| CN103243815A (en) | End-anchored composite beam structure and corresponding reinforcing construction method | |
| CN104822884A (en) | Structural foundation | |
| CN103821520B (en) | The method of fixing mine vertical shaft shaft equipment | |
| JP2005344346A (en) | Steel pipe placing method | |
| CN203716169U (en) | Portable tower crane foundation embedded formwork | |
| CN112832807A (en) | Supporting method and equipment for preventing roadway support from being severely damaged and surrounding rock from crossing and overflowing | |
| CN102995654B (en) | Process for mounting equipment in garbage transportation station | |
| CN202927262U (en) | Pipeline installation pillar in oil/gas pipeline tunnel | |
| CN108316061B (en) | Track beam installation method and track foundation construction method thereof | |
| CN114411754A (en) | Foundation pit steel shotcrete prestressing force compensation arrangement | |
| CN103061454A (en) | Locating method of installing concrete filled steel tubular column in underground deep hole | |
| CN204608843U (en) | Existing masonry structure shrinkage joint place shock isolating pedestal underpinning structure | |
| CN103911952A (en) | Positioning construction method of prestressed steel corrugated pipe | |
| CN102296600A (en) | Method for positioning middle pile of spread built subway station | |
| CN103174155A (en) | Reverse construction method for erecting steel column and pouring concrete foundation later and steel support for construction | |
| CN202247869U (en) | Cast-in-place pile casing positioning device | |
| KR102129587B1 (en) | New Messer Shield engineering method | |
| CN104631486A (en) | Independent plinth construction method in narrow environment | |
| CN204662373U (en) | A deformation monitoring devices that comes to nothing for panel rock-fill dam | |
| CN102979529B (en) | Jacking device of tunnel measuring hole and construction method thereof | |
| CN211200447U (en) | Compressor foundation bolt and mounting structure thereof | |
| CN215367176U (en) | Gas cap method side direction soil pressure cell buries device underground | |
| CN109371857A (en) | A kind of reinforcement system for debonding and voiding of concrete-filled steel tube arch bridge and construction method thereof | |
| CN104988852B (en) | Presetting system is adjustable, and attachment strap processes the jacking apparatus of bumping at bridge-head |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |