CN203212956U - High-speed railway track bed plate ultrahigh section adjustable template - Google Patents
High-speed railway track bed plate ultrahigh section adjustable template Download PDFInfo
- Publication number
- CN203212956U CN203212956U CN 201320118519 CN201320118519U CN203212956U CN 203212956 U CN203212956 U CN 203212956U CN 201320118519 CN201320118519 CN 201320118519 CN 201320118519 U CN201320118519 U CN 201320118519U CN 203212956 U CN203212956 U CN 203212956U
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- Prior art keywords
- crossbeam
- riser
- link
- speed railway
- panel
- 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
- 229910000831 Steel Inorganic materials 0.000 claims description 16
- 239000010959 steel Substances 0.000 claims description 16
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 10
- 230000001105 regulatory effect Effects 0.000 claims description 8
- 238000010521 absorption reaction Methods 0.000 claims description 6
- 229910052742 iron Inorganic materials 0.000 claims description 5
- 239000000696 magnetic material Substances 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000001179 sorption measurement Methods 0.000 claims description 3
- 239000004744 fabric Substances 0.000 claims description 2
- 230000008653 root damage Effects 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 5
- 230000007547 defect Effects 0.000 description 3
- 230000002950 deficient Effects 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- 230000004308 accommodation Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000012634 fragment Substances 0.000 description 1
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Abstract
The utility model relates to a high-speed railway track bed plate ultrahigh section adjustable template. The high-speed railway track bed plate ultrahigh section adjustable template comprises an upper die and a lower die which are detachably connected; an upper beam in the upper die is positioned at the upper part of an adjusting bolt; the lower part of a panel in the upper die is absorbed and connected to the outer side of a vertical plate; the upper beam is connected with a connecting frame in a lower die through a bolt; a connecting hole in the connecting frame for installing the bolt is a vertical bar-shaped hole. The high-speed railway track bed plate ultrahigh section adjustable template provided by the utility model has the characteristics of simple structure, high adjustability, high universality and capability of preventing root damage.
Description
Technical field
The utility model relates to the technical field that a kind of construction of railways is used template, the specifically adjustable template of a kind of high speed railway track bed plate freeboard section.
Background technology
In the construction of ballastless track of high-speed railway freeboard section bed plate, base template is widely used as a kind of dedicated templates.Adopt channel-section steel to combine at present traditional formwork structure, as select for use collocation such as groove l0, groove 16, groove 20 to use, before the construction according to in-site measurement setting-out select suitable template combination for use, carry out level measurement again and check the super pad in good back firmly, be not more than the 5cm space near the bridge floor distance and fill with angle steel.The defective that the template of this structure exists has: template difficult selection of a great variety, and versatility is poor; Hypervelocity place height change is big, and changes soon, and the controllability of template is poor, and the pin-connected panel template is difficult to satisfy and uses; Be not more than the 5cm space near the bridge floor distance and fill with angle steel, can form faulting of slab ends and mashed root.
Summary of the invention
The utility model provides a kind of simple in structure in order to overcome above-mentioned defective, and controllability is strong, and highly versatile prevents the railroad track base template of mashed root.
The technical solution adopted in the utility model is: the adjustable template of a kind of high speed railway track bed plate freeboard section, comprise side form and bracing or strutting arrangement, it is characterized in that: described side form comprises upper die and lower die, upper die and lower die are detachable connection, described patrix comprises upper beam, panel and paver track, put the beams in place and be the hollow steel pipe of horizontally set, its cross section is rectangle, panel is steel plate, be arranged on the outside of upper beam, the top edge of panel and upper beam top simultaneously, and with put the beams in place to fixedlying connected, the paver track is the angle steel of horizontally set, and the paver track is positioned at the top of upper beam; Described counterdie comprises link, bracing frame, the Attraction block that crossbeam and magnetic material are made, described bracing frame comprises riser and base plate, riser is vertically connected on the base plate front side, link is the vertical angle steel that arranges, link distributes and is arranged on the rear side of base plate, crossbeam laterally is connected between riser and the link, be distributed with the cylinder-shaped sleeve of vertical setting at crossbeam, sleeve pipe passes its lower end of crossbeam and is connected with base plate, its upper end is provided with nut, be provided with the adjusting bolt that matches in the nut, on riser, the above and below of crossbeam is divided equally cloth and is provided with Attraction block; Upper beam in the described patrix is positioned at the top of regulating bolt, and the absorption of the bottom of panel is connected the outside of riser in the patrix, put the beams in place with counterdie in link be connected by bolt, the connecting hole for erection bolt on the link is vertical bar hole.
In the utility model, described crossbeam is for being horizontally arranged with hollow steel pipe, and its cross section is rectangle, is provided with reinforcing rib between crossbeam and riser.
The utility model, said adsorption block rubidium-Fe-B magnet blocks, panels of galvanized iron.
The utility model is arranged to the split-type structural be made up of upper die and lower die with side form, and it highly can regulate the adjusting bolt that arranges in the sleeve pipe of counterdie, thereby realizes regulating the height of the patrix of bolt upper support, controllability is strong, highly versatile reduces the template kind, has reduced cost; In the utility model, the panel in the patrix and the riser of counterdie are connected for absorption, and both are difficult for breaking away from, the height that neither influences between the upper and lower mould is regulated, and the spillage phenomenon in the time of preventing from constructing is again rotted the common quality defect of root thereby solved concrete base; The utility model is fit to high ferro non-fragment orbit curved section freeboard section bed plate pouring construction, can realize total travel stepless difference conversion, and thoroughly solves common quality defect such as the mashed root of concreting.
Description of drawings
Fig. 1 is schematic diagram of the present utility model.
The specific embodiment
Now by reference to the accompanying drawings the utility model is further described, Fig. 1 is a kind of embodiment of the present utility model, comprises side form and bracing or strutting arrangement etc., and described side form comprises upper die and lower die, and upper die and lower die are detachable connection.Described patrix comprises upper beam 3, panel 4 and paver track 2, and upper beam 3 is the hollow steel pipe of horizontally set, and its cross section is rectangle.Panel 4 is iron plate, and the panel 4 in the present embodiment is galvanized iron sheet, and its thickness is 1 millimeter, and panel 4 is arranged on 3 the outside of putting the beams in place, the top edge of panel 4 with put the beams in place 3 tops simultaneously, and with put the beams in place 3 for fixedlying connected.Paver track 2 is the angle steel of horizontally set, and paver track 2 is positioned at the top of upper beam 3.
Described counterdie comprises the Attraction block 6 that link 1, bracing frame, crossbeam 5 and magnetic material are made, described bracing frame comprises riser 9 and base plate, riser 9 is vertically connected on the base plate front side, riser 9 and the rectangular shape of base plate, link 1 is the vertical angle steel that arranges, link 1 distributes and is arranged on the rear side of base plate, crossbeam 5 laterally is connected between riser 9 and the link 1, in the present embodiment, crossbeam 5 is for being horizontally arranged with hollow steel pipe, its cross section is rectangle, is provided with reinforcing rib between crossbeam 5 and riser 9.Be distributed with the cylinder-shaped sleeve 7 of vertical setting at crossbeam 5, sleeve pipe 7 passes crossbeam 5 its lower ends and is connected with base plate, its upper end is provided with nut 8, nut 8 is horizontally set on sleeve pipe 7 upper ends, be provided with the adjusting bolt that matches in the nut 8, rotate the adjusting bolt adjusting bolt is moved up and down, thereby the height of realizing the adjusting bolt is regulated.In the vertical plate 9, the beam 5 are located above and below is provided with the absorption block 6 , in this embodiment the adsorption block 6 rubidium-Fe-B magnet block.
When the utility model uses, according to the construction needs, rotate the adjusting bolt and make it reach desired height, again patrix is positioned over the top of regulating bolt, make the panel 4 in the patrix adsorb riser 9 outsides that are connected in counterdie, to put the beams in place with bolt then 3 is connected and fixed with the link 1 of counterdie, easy and simple to handle, time saving and energy saving, but patrix of the present utility model and the counterdie amplitude of accommodation are big, highly versatile has reduced the kind of template, thereby has reduced cost; Panel 4 in the utility model patrix and the riser 9 of counterdie are connected for magnetic absorption, and both are difficult for breaking away from, the height that neither influences between the upper and lower mould is regulated, and the spillage phenomenon in the time of preventing from constructing is again rotted the common quality defect of root thereby solved concrete base.
The utlity model has simple in structurely, controllability is strong, and highly versatile prevents the characteristics of mashed root.
Claims (3)
1. adjustable template of high speed railway track bed plate freeboard section, comprise side form and bracing or strutting arrangement, it is characterized in that: described side form comprises upper die and lower die, upper die and lower die are detachable connection, described patrix comprises upper beam, panel and paver track, put the beams in place and be the hollow steel pipe of horizontally set, its cross section is rectangle, panel is iron plate, be arranged on the outside of upper beam, the top edge of panel and upper beam top simultaneously, and with put the beams in place to fixedlying connected, the paver track is the angle steel of horizontally set, and the paver track is positioned at the top of upper beam; Described counterdie comprises link, bracing frame, the Attraction block that crossbeam and magnetic material are made, described bracing frame comprises riser and base plate, riser is vertically connected on the base plate front side, link is the vertical angle steel that arranges, link distributes and is arranged on the rear side of base plate, crossbeam laterally is connected between riser and the link, be distributed with the cylinder-shaped sleeve of vertical setting at crossbeam, sleeve pipe passes its lower end of crossbeam and is connected with base plate, its upper end is provided with nut, be provided with the adjusting bolt that matches in the nut, on riser, the above and below of crossbeam is divided equally cloth and is provided with Attraction block; Upper beam in the described patrix is positioned at the top of regulating bolt, and the absorption of the bottom of panel is connected the outside of riser in the patrix, put the beams in place with counterdie in link be connected by bolt, the connecting hole for erection bolt on the link is vertical bar hole.
2. the adjustable template of high speed railway track bed plate freeboard section according to claim 1, it is characterized in that: described crossbeam is for being horizontally arranged with hollow steel pipe, and its cross section is rectangle, is provided with reinforcing rib between crossbeam and riser.
3 according to claim 1, wherein the high speed railway track section adjustable base plate template, wherein: said adsorption of rubidium-Fe-B magnet block blocks, panels of galvanized iron.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320118519 CN203212956U (en) | 2013-03-15 | 2013-03-15 | High-speed railway track bed plate ultrahigh section adjustable template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320118519 CN203212956U (en) | 2013-03-15 | 2013-03-15 | High-speed railway track bed plate ultrahigh section adjustable template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203212956U true CN203212956U (en) | 2013-09-25 |
Family
ID=49202505
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320118519 Expired - Lifetime CN203212956U (en) | 2013-03-15 | 2013-03-15 | High-speed railway track bed plate ultrahigh section adjustable template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203212956U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103510437A (en) * | 2013-10-16 | 2014-01-15 | 中铁十九局集团有限公司 | Accurate positioning device for double-block ballastless track bed plate groove template |
| CN112941986A (en) * | 2021-03-04 | 2021-06-11 | 沈阳建筑大学 | Systematization template for high-speed rail base adopting glass fiber panel |
| CN117536030A (en) * | 2023-12-28 | 2024-02-09 | 高速铁路建造技术国家工程研究中心 | High-speed railway base plate slipform paver and paving operation method |
-
2013
- 2013-03-15 CN CN 201320118519 patent/CN203212956U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103510437A (en) * | 2013-10-16 | 2014-01-15 | 中铁十九局集团有限公司 | Accurate positioning device for double-block ballastless track bed plate groove template |
| CN103510437B (en) * | 2013-10-16 | 2015-05-13 | 中铁十九局集团有限公司 | Accurate positioning device for double-block ballastless track bed plate groove template |
| CN112941986A (en) * | 2021-03-04 | 2021-06-11 | 沈阳建筑大学 | Systematization template for high-speed rail base adopting glass fiber panel |
| CN117536030A (en) * | 2023-12-28 | 2024-02-09 | 高速铁路建造技术国家工程研究中心 | High-speed railway base plate slipform paver and paving operation method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: High-speed railway track bed plate ultrahigh section adjustable template Effective date of registration: 20170406 Granted publication date: 20130925 Pledgee: Tai'an financing Company limited by guarantee Pledgor: SHANDONG TIEYING CONSTRUCTION ENGINEERING Co.,Ltd. Registration number: 2017370000039 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20180402 Granted publication date: 20130925 Pledgee: Tai'an financing Company limited by guarantee Pledgor: SHANDONG TIEYING CONSTRUCTION ENGINEERING Co.,Ltd. Registration number: 2017370000039 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: High-speed railway track bed plate ultrahigh section adjustable template Effective date of registration: 20180416 Granted publication date: 20130925 Pledgee: Tai'an financing Company limited by guarantee Pledgor: SHANDONG TIEYING CONSTRUCTION ENGINEERING Co.,Ltd. Registration number: 2018370000075 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20181226 Granted publication date: 20130925 Pledgee: Tai'an financing Company limited by guarantee Pledgor: SHANDONG TIEYING CONSTRUCTION ENGINEERING Co.,Ltd. Registration number: 2018370000075 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: High-speed railway track bed plate ultrahigh section adjustable template Effective date of registration: 20190408 Granted publication date: 20130925 Pledgee: Qilu bank Limited by Share Ltd. Tai'an branch Pledgor: SHANDONG TIEYING CONSTRUCTION ENGINEERING Co.,Ltd. Registration number: 2019370000066 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20200320 Granted publication date: 20130925 Pledgee: Qilu bank Limited by Share Ltd. Tai'an branch Pledgor: SHANDONG TIEYING CONSTRUCTION ENGINEERING Co.,Ltd. Registration number: 2019370000066 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: High-speed railway track bed plate ultrahigh section adjustable template Effective date of registration: 20200330 Granted publication date: 20130925 Pledgee: Qilu bank Limited by Share Ltd. Tai'an branch Pledgor: SHANDONG TIEYING CONSTRUCTION ENGINEERING Co.,Ltd. Registration number: Y2020980001129 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20210325 Granted publication date: 20130925 Pledgee: Qilu bank Limited by Share Ltd. Tai'an branch Pledgor: SHANDONG TIEYING CONSTRUCTION ENGINEERING Co.,Ltd. Registration number: Y2020980001129 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130925 |
|
| CX01 | Expiry of patent term |