CN203639932U - Pre-embedded foundation structure used for installation of machine column of high-column signal machine of railway - Google Patents
Pre-embedded foundation structure used for installation of machine column of high-column signal machine of railway Download PDFInfo
- Publication number
- CN203639932U CN203639932U CN201320845808.0U CN201320845808U CN203639932U CN 203639932 U CN203639932 U CN 203639932U CN 201320845808 U CN201320845808 U CN 201320845808U CN 203639932 U CN203639932 U CN 203639932U
- Authority
- CN
- China
- Prior art keywords
- column
- machine
- flanged plate
- embedded
- roadbed
- 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
- 238000009434 installation Methods 0.000 title abstract description 7
- 239000004575 stone Substances 0.000 claims description 11
- 239000003351 stiffener Substances 0.000 claims description 6
- 238000010276 construction Methods 0.000 abstract description 7
- 239000012634 fragment Substances 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 239000003755 preservative agent Substances 0.000 description 2
- 230000002335 preservative effect Effects 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 229910045601 alloy Inorganic materials 0.000 description 1
- 239000000956 alloy Substances 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 150000002739 metals Chemical class 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 230000011664 signaling Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Landscapes
- Road Signs Or Road Markings (AREA)
Abstract
The utility model relates to a pre-embedded foundation structure used for installation of a machine column of a high-column signal machine of a railway. When a high-column signal machine is mounted in a ballastless track zone in a roadbed section, a roadbed or a ballastless track plate structure will be damaged because the finished roadbed and the finished track must be re-excavated. According to the utility model, a machine column flange plate is arranged at the bottom of the machine column of the signal machine; a base flange plate is pre-embedded in base concrete under the machine column flange plate; a plurality of foundation bolts are also pre-embedded in the base concrete under the base flange plate, and pass through screw holes of the base flange plate and of the machine column flange plate; and the end parts of the foundation bolts are tightly screwed by anti-loosening nuts. The pre-embedded structures under the machine column of the signal machine are arranged during the engineering construction of the roadbed and the track, and during the later installation of the high-column signal machine of a railway after the engineering construction of the roadbed and the track is finished, there is no need to excavate and damage the finished pavement structure, so integrity of the structure is ensured.
Description
Technical field
the utility model relates to a kind of fixed structure of semaphore column, is specifically related to a kind of embedded foundation structure of installing for railway high signal column.
Background technology
Roadbed location high signal is mainly made up of signaling gear, signal column and semaphore ladder, its mounting means is generally: after roadbed and track engineering completion, Signal construction unit excavates roadbed, establishes signal column, the fixing rear landfill compacting of chuck, recovers roadbed.At non-fragment orbit section, again excavate for the roadbed having completed and track, roadbed or non-fragment orbit plated construction are caused to damage, the more difficult design standard that reaches roadbed and track of Quality of recovery after semaphore installation.
Summary of the invention
The purpose of this utility model be to provide a kind of for railway high signal column install embedded foundation structure, when installation without the roadbed having completed and track are excavated again.
The technical scheme that the utility model adopts is:
An embedded foundation structure of installing for railway high signal column, is provided with semaphore column, it is characterized in that:
The bottom of described semaphore column is provided with column flanged plate, in the base concrete of column flanged plate below, is embedded with basic flanged plate; Flanged plate below, basis is provided with the some stone bolt that are embedded in equally in advance base concrete;
Basis flanged plate with on column flanged plate, be provided with the corresponding screw in position, stone bolt is through the screw of basic flanged plate and column flanged plate, end tightens up by locknut.
Between described stone bolt, be provided with stirrup.
Described semaphore column bottom part ring week is provided with multiple stiffeners perpendicular to column flanged plate.
The utlity model has following advantage:
The pre-buried structure of the utility model signalization machine column below, in the time of roadbed and track engineering construction, arrange in the lump, complete the later stage at roadbed and track engineering and carry out railway high signal while installing, do not need the road structure to having completed to excavate and destroy, guaranteed the integrality of road structure.
Accompanying drawing explanation
Fig. 1 is the utility model preburying part discrete faces sectional view.
Fig. 2 is the pre-buried part top view of the utility model.
Fig. 3 is the non-preburying part discrete faces of the utility model figure.
Fig. 4 is the non-pre-buried part top view of the utility model.
Fig. 5 is semaphore integral installation elevation.
Fig. 6 is semaphore integral installation side view.
In figure, 1-basis flanged plate, 2-stirrup, 3-stone bolt, 4-base concrete, 5-semaphore column, 6-stiffener, 7-locknut, 8-column flanged plate, 9-screw.
The specific embodiment
Below in conjunction with the specific embodiment, the utility model is described in detail.
A kind of embedded foundation structure of installing for railway high signal column that the utility model relates to, is provided with semaphore column 5, and the bottom of semaphore column 5 is provided with foursquare column flanged plate 8.In the base concrete 4 of column flanged plate 8 belows, be embedded with the basic flanged plate 1 that shape is identical with column flanged plate 8.Flanged plate 1 below, basis is provided with four stone bolt 3 that are embedded in equally in advance base concrete 4, and end upwards bends, and is provided with stirrup 2 between stone bolt 3.Basis flanged plate 1 with on column flanged plate 8, be provided with the corresponding screw in position 9, stone bolt 3 is through the screw 9 of basic flanged plate 1 and column flanged plate 8, end tightens up by locknut 7.
5 bottom part ring weeks of semaphore column are evenly provided with four stiffeners of cutting sth. askew 6 perpendicular to column flanged plate, relative between two, and adjacent stiffener 6 is orthogonal.
When construction, first prefabricated semaphore basis, pre-buried semaphore basis once in the time of roadbed track construction.Semaphore basis is made up of base concrete, stone bolt, stirrup and basic flanged plate.All metals all should preservative treatment; While burying basis underground, should control absolute altitude and the level of built-in fitting well, and according to line direction to square foundation to adjusting.Adopt the metal signal column of flanged plate to be connected with reserved basis.Signal column can be made up of alloy or hot galvanized steel pipe, welding stiffener, column flanged plate.Be connected with pre-buried semaphore foundation bolt and fixing with locknut after carry out preservative treatment.
It is cited that content of the present utility model is not limited to embodiment, and the conversion of any equivalence that those of ordinary skills take technical solutions of the utility model by reading the utility model manual, is claim of the present utility model and contains.
Claims (3)
1. an embedded foundation structure of installing for railway high signal column, is provided with semaphore column (5), it is characterized in that:
The bottom of described semaphore column (5) is provided with column flanged plate (8), in the base concrete (4) of column flanged plate (8) below, is embedded with basic flanged plate (1); Basis flanged plate (1) below is provided with the some stone bolt (3) that are embedded in equally in advance base concrete (4);
Basis flanged plate (1) is provided with the corresponding screw in position (9) with on column flanged plate (8), and stone bolt (3) is through the screw (9) of basic flanged plate (1) and column flanged plate (8), and end tightens up by locknut (7).
2. a kind of embedded foundation structure of installing for railway high signal column according to claim 1, is characterized in that:
Between described stone bolt (3), be provided with stirrup (2).
3. a kind of embedded foundation structure of installing for railway high signal column according to claim 2, is characterized in that:
Described semaphore column (5) bottom part ring week is provided with multiple stiffeners perpendicular to column flanged plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320845808.0U CN203639932U (en) | 2013-12-20 | 2013-12-20 | Pre-embedded foundation structure used for installation of machine column of high-column signal machine of railway |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320845808.0U CN203639932U (en) | 2013-12-20 | 2013-12-20 | Pre-embedded foundation structure used for installation of machine column of high-column signal machine of railway |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203639932U true CN203639932U (en) | 2014-06-11 |
Family
ID=50871190
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320845808.0U Expired - Lifetime CN203639932U (en) | 2013-12-20 | 2013-12-20 | Pre-embedded foundation structure used for installation of machine column of high-column signal machine of railway |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203639932U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104314100A (en) * | 2014-11-24 | 2015-01-28 | 广西壮族自治区冶金建设公司 | Construction method for installing steel column at a time through reserved hole mold |
| CN105821898A (en) * | 2016-05-11 | 2016-08-03 | 成都市东方电力线路构件厂 | Novel power transmission line iron tower |
| CN105862904A (en) * | 2016-05-11 | 2016-08-17 | 成都市东方电力线路构件厂 | Transmission line iron tower stable to locate |
| CN105888356A (en) * | 2016-05-11 | 2016-08-24 | 成都市东方电力线路构件厂 | Iron tower with foundation structure reinforced |
| CN105951868A (en) * | 2016-05-11 | 2016-09-21 | 成都市东方电力线路构件厂 | Power transmission line iron tower foundation |
| CN108425375A (en) * | 2018-04-25 | 2018-08-21 | 李藏柱 | A kind of basis prefabricated post and its connection structure and its construction method |
| CN112145918A (en) * | 2020-09-01 | 2020-12-29 | 中国神华能源股份有限公司神朔铁路分公司 | High-column annunciator and high-column annunciator installation method |
-
2013
- 2013-12-20 CN CN201320845808.0U patent/CN203639932U/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104314100A (en) * | 2014-11-24 | 2015-01-28 | 广西壮族自治区冶金建设公司 | Construction method for installing steel column at a time through reserved hole mold |
| CN105821898A (en) * | 2016-05-11 | 2016-08-03 | 成都市东方电力线路构件厂 | Novel power transmission line iron tower |
| CN105862904A (en) * | 2016-05-11 | 2016-08-17 | 成都市东方电力线路构件厂 | Transmission line iron tower stable to locate |
| CN105888356A (en) * | 2016-05-11 | 2016-08-24 | 成都市东方电力线路构件厂 | Iron tower with foundation structure reinforced |
| CN105951868A (en) * | 2016-05-11 | 2016-09-21 | 成都市东方电力线路构件厂 | Power transmission line iron tower foundation |
| CN108425375A (en) * | 2018-04-25 | 2018-08-21 | 李藏柱 | A kind of basis prefabricated post and its connection structure and its construction method |
| CN112145918A (en) * | 2020-09-01 | 2020-12-29 | 中国神华能源股份有限公司神朔铁路分公司 | High-column annunciator and high-column annunciator installation method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203639932U (en) | Pre-embedded foundation structure used for installation of machine column of high-column signal machine of railway | |
| CN105926669A (en) | Construction method of subway station | |
| CN204024679U (en) | Buried water stop fastening devices in a kind of tunnel lining hoop | |
| CN204098065U (en) | A kind of can the precast assembly pipe gallery of stretch-draw in body | |
| CN108331385B (en) | Inspection pit precast column structure and construction method thereof | |
| CN204126653U (en) | A kind of integrated ground shield lining circular ring structure | |
| CN103953363A (en) | Method for connecting shield tunnel pipe sheet and transverse passage structure | |
| CN204418022U (en) | Full bolt connects assembled tool type steel pipe post pylon | |
| CN204533963U (en) | A kind of foundation ditch built-in pipe overhead device | |
| CN204553471U (en) | A kind of foundation ditch tool type guard rail fixing bolt | |
| CN201794011U (en) | Locating device for embedding threaded sleeve for monolithic track bed construction of rail transit | |
| CN108457148A (en) | A kind of multi-functional temporary road structure of assembled and its construction method | |
| CN102733406A (en) | Railway construction method of solid concrete roadbed in large-size industrial plant | |
| CN107893431A (en) | A kind of assembled suspension and support fastener inserts and its pre-buried construction method of installation | |
| CN104653222B (en) | Prefabricated evacuation platform for shield interval tunnel | |
| CN102877859A (en) | End mould structure for tunnel secondary lining and mounting method thereof | |
| CN203099080U (en) | Protecting device of buried gas pipeline | |
| CN108867683A (en) | A kind of removable basic and its construction method of rail mounted | |
| CN112796189A (en) | Can have enough to meet need assembled road system | |
| CN203700899U (en) | Steel tool-type temporary construction road | |
| CN204238443U (en) | A kind of detachable suspension column fastening devices | |
| CN203200924U (en) | End-anchored composite beam structure | |
| CN202900287U (en) | Secondary lining end mold structure of tunnel | |
| CN107354877B (en) | Integral cup opening mounting structure for sound barrier | |
| CN206581979U (en) | A kind of pre-buried channel flow for being easy to repair |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140611 |
|
| CX01 | Expiry of patent term |