CN204530494U - High pier binder template is set up and is used support - Google Patents
High pier binder template is set up and is used support Download PDFInfo
- Publication number
- CN204530494U CN204530494U CN201520097562.2U CN201520097562U CN204530494U CN 204530494 U CN204530494 U CN 204530494U CN 201520097562 U CN201520097562 U CN 201520097562U CN 204530494 U CN204530494 U CN 204530494U
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- CN
- China
- Prior art keywords
- high pier
- longeron
- wedge
- template
- dismounting
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- 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 - Fee Related
Links
- 239000011230 binding agent Substances 0.000 title claims abstract description 17
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 22
- 229910000754 Wrought iron Inorganic materials 0.000 claims abstract description 21
- 229910052742 iron Inorganic materials 0.000 claims abstract description 11
- 235000000396 iron Nutrition 0.000 claims abstract description 4
- 238000010276 construction Methods 0.000 abstract description 13
- 238000000034 method Methods 0.000 abstract description 7
- 229910000831 Steel Inorganic materials 0.000 abstract description 5
- 239000010959 steel Substances 0.000 abstract description 5
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model belongs to high pier constructing tie beam technical field, for solving the technical problem that high pier binder template is set up, providing a kind of high pier binder template sets up with support, comprise some longerons, the two ends of every root longeron are all seated on the brace summer that is arranged on many rod irons, some longeron intervals are arranged on brace summer, rod iron is plugged in the pvc pipe that is embedded in advance in high pier, dismounting is provided with to wedge I between rod iron and brace summer, on longeron, vertical rack is provided with some crossbeams, dismounting is provided with to wedge II between longeron and crossbeam, crossbeam lays wooden form.The utility model, by pre-buried pvc pipe in high pier, inserts rod iron method as the strong point to set up template, improves safety and the efficiency of construction of construction in pvc pipe; Solve pre-embedded steel slab or i iron in the past to cut after using, cut surface process, cut surface is vulnerable to the problem of corroding simultaneously; Adopt dismounting to wedge adjustable die plate height and be convenient to template dismounting.
Description
Technical field
The utility model belongs to high pier constructing tie beam technical field, is specifically related to a kind of high pier binder template and sets up and use support.
Background technology
Due to high-speed railway, the developing rapidly of speedway, mountain construction extensively adopts bridge to pass through, high pier bridge construction gets more and more, how high pier binder template is set up is urgent problem, because high pier binder span is comparatively large and higher apart from ground, conventional setting up is taked to land the construction method of framed bent frame shuttering, not only to consume a large amount of tubing, cost has high input, construction speed is slow, and framed bent is set up and removes difficulty, be also difficult to ensure construction quality simultaneously, also there is larger potential safety hazard.In order to head it off, to adopt at the appropriate location pre-embedded steel slab of bridge pier or i iron as the strong point to set up template, but pre-embedded steel slab or i iron need to carry out cutting and cut surface process after using, and cut surface is vulnerable to corrode in the past.
Summary of the invention
The utility model is solve the technical problem that high pier binder template sets up, and provides a kind of high pier binder template and sets up and use support.
The technical solution adopted in the utility model is as follows:
A kind of high pier binder template is set up with support, comprise some longerons, the two ends of every root longeron are all seated on the brace summer that is arranged on many rod irons, some longeron intervals are arranged on brace summer, and rod iron is plugged in the pvc pipe that is embedded in advance in high pier, are provided with dismounting to wedge I between rod iron and brace summer, on longeron, vertical rack is provided with some crossbeams, some girder spaces are arranged on longeron, be provided with dismounting to wedge II, crossbeam lays wooden form between longeron and crossbeam.
Dismounting is provided with backing plate between wedge I and rod iron.
Described longeron adopts 32a i iron, and the distance between adjacent two longerons is 50cm.
Described crossbeam adopts 20a i iron, and the distance between adjacent two crossbeams is 30cm.
The diameter of described pvc pipe is 10cm, and the diameter of rod iron is 9cm.
The beneficial effects of the utility model:
1. the utility model adopts pre-buried pvc pipe in high pier, inserts rod iron method as the strong point to set up template, improve safety and the efficiency of construction of construction in pvc pipe.
2. rear rod iron of the present utility model of having constructed can be extracted out and recycle, reserving hole is repaired, by pvc pipe pre-buried in high pier, solve pre-embedded steel slab or i iron in the past to cut after using, cut surface process, cut surface is vulnerable to the problem of corroding, and improves efficiency of construction, increases working security.
3. dismounting of the present utility model to wedge adjustable die plate height and be convenient to template dismounting, ensure construction fast and safely, drop into little.
Accompanying drawing explanation
Fig. 1 is front view of the present utility model;
Fig. 2 is the a-a sectional drawing of Fig. 1;
In figure: 1-longeron, 2-rod iron, 3-brace summer, 4-PVC manages, and 5-dismounting is to wedge I, 6-crossbeam, and 7-dismantles wedge II, 8-wooden form, 9-backing plate, 10-high pier.
Detailed description of the invention
As Fig. 1, shown in 2, a kind of high pier binder template is set up with support, comprise some longerons 1, described longeron 1 adopts 32a i iron, the two ends of every root longeron 1 are all seated on the brace summer 3 that is arranged on many rod irons 2, some longerons 1 are equidistantly arranged on brace summer 3 in interval, distance between adjacent two longerons 1 is 50cm, rod iron 2 is plugged in the pvc pipe 4 that is embedded in advance in high pier 10, the diameter of described pvc pipe 4 is 10cm, the diameter of rod iron 2 is 9cm, height for the ease of adjusting template dismantles template with being convenient to, be provided with between rod iron 2 and brace summer 3 and dismantle wedge I5, in order to ensure dismantle to wedge I5 stable be placed on rod iron 2, rod iron 2 is placed a backing plate 9, on longeron 1, vertical rack is provided with some crossbeams 6, described crossbeam 6 adopts 20a i iron, some crossbeams 6 are equidistantly arranged on longeron 1 in interval, distance between adjacent two crossbeams 6 is 30cm, be provided with between longeron 1 and crossbeam 6 and dismantle wedge II7, crossbeam 6 is laid wooden form 8.
The utility model is the pvc pipe of 10cm by shifting to an earlier date pre-buried diameter when high bridge pier stud is constructed, inserting diameter is wherein that the rod iron of 9cm does the strong point and sets up binder template, in conjunction with the dismounting of model sheetinstallat and dismounting to wedge adjustable die plate height be convenient to template dismounting, ensure construction fast and safely, drop into little.
Rear rod iron of the present utility model of having constructed can be extracted out and recycle, and repairs reserving hole.The method solves pre-embedded steel slab or i iron in the past and cuts after using, cut surface process, and cut surface is vulnerable to the problems such as corrosion, improves efficiency of construction, increases working security.
Claims (5)
1. a high pier binder template is set up with support, it is characterized in that: comprise some longerons (1), the two ends of every root longeron (1) are all seated on the brace summer (3) that is arranged on many rod irons (2), some longeron (1) intervals are arranged on brace summer (3), rod iron (2) is plugged in the pvc pipe (4) that is embedded in advance in high pier (10), be provided with between rod iron (2) and brace summer (3) and dismantle wedge I(5), the upper vertical rack of longeron (1) is provided with some crossbeams (6), some crossbeam (6) intervals are arranged on longeron (1), be provided with between longeron (1) and crossbeam (6) and dismantle wedge II(7), crossbeam (6) is laid wooden form (8).
2. a kind of high pier binder template according to claim 1 is set up with support, it is characterized in that: dismantle wedge I(5) and rod iron (2) between be provided with backing plate (9).
3. a kind of high pier binder template according to claim 1 is set up with support, it is characterized in that: described longeron (1) adopts 32a i iron, and the distance between adjacent two longerons (1) is 50cm.
4. a kind of high pier binder template according to claim 1 is set up with support, it is characterized in that: described crossbeam (6) adopts 20a i iron, and the distance between adjacent two crossbeams (6) is 30cm.
5. a kind of high pier binder template according to claim 1 is set up with support, and it is characterized in that: the diameter of described pvc pipe (4) is 10cm, the diameter of rod iron (2) is 9cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520097562.2U CN204530494U (en) | 2015-02-11 | 2015-02-11 | High pier binder template is set up and is used support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520097562.2U CN204530494U (en) | 2015-02-11 | 2015-02-11 | High pier binder template is set up and is used support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204530494U true CN204530494U (en) | 2015-08-05 |
Family
ID=53744516
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520097562.2U Expired - Fee Related CN204530494U (en) | 2015-02-11 | 2015-02-11 | High pier binder template is set up and is used support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204530494U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106087751A (en) * | 2016-06-30 | 2016-11-09 | 中交航局第四工程有限公司 | Operating platform in a kind of hollow thin-walled high pier |
| CN106638336A (en) * | 2016-10-21 | 2017-05-10 | 中国水利水电第八工程局有限公司 | Over-line continuous beam removing method and support for removing |
| CN107700676A (en) * | 2017-09-20 | 2018-02-16 | 中国建筑股份有限公司 | A kind of dry method connecting plate type structural system and its construction method |
| CN110700105A (en) * | 2019-10-21 | 2020-01-17 | 中交一公局第七工程有限公司 | Synchronous construction method for high pier column and tie beam and template used in same |
| CN111236087A (en) * | 2020-03-23 | 2020-06-05 | 贵州省公路工程集团有限公司 | A sliding type high pier tied beam formwork support system and construction method |
| CN111877177A (en) * | 2020-08-03 | 2020-11-03 | 重庆交通建设(集团)有限责任公司 | Construction method of underwater pier bearing platform |
| CN112962427A (en) * | 2021-04-20 | 2021-06-15 | 中铁三局集团有限公司 | Off-standard span cast-in-place beam support across valley and construction method |
| CN113202026A (en) * | 2021-04-01 | 2021-08-03 | 中铁六局集团有限公司 | Construction method for tie beam between pier columns |
-
2015
- 2015-02-11 CN CN201520097562.2U patent/CN204530494U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106087751A (en) * | 2016-06-30 | 2016-11-09 | 中交航局第四工程有限公司 | Operating platform in a kind of hollow thin-walled high pier |
| CN106638336A (en) * | 2016-10-21 | 2017-05-10 | 中国水利水电第八工程局有限公司 | Over-line continuous beam removing method and support for removing |
| CN106638336B (en) * | 2016-10-21 | 2018-08-10 | 中国水利水电第八工程局有限公司 | Cross-line continuous beam method for dismounting and dismounting holder |
| CN107700676A (en) * | 2017-09-20 | 2018-02-16 | 中国建筑股份有限公司 | A kind of dry method connecting plate type structural system and its construction method |
| CN107700676B (en) * | 2017-09-20 | 2023-11-10 | 中国建筑股份有限公司 | Dry-method connection plate type structural system and construction method thereof |
| CN110700105A (en) * | 2019-10-21 | 2020-01-17 | 中交一公局第七工程有限公司 | Synchronous construction method for high pier column and tie beam and template used in same |
| CN111236087A (en) * | 2020-03-23 | 2020-06-05 | 贵州省公路工程集团有限公司 | A sliding type high pier tied beam formwork support system and construction method |
| CN111877177A (en) * | 2020-08-03 | 2020-11-03 | 重庆交通建设(集团)有限责任公司 | Construction method of underwater pier bearing platform |
| CN113202026A (en) * | 2021-04-01 | 2021-08-03 | 中铁六局集团有限公司 | Construction method for tie beam between pier columns |
| CN112962427A (en) * | 2021-04-20 | 2021-06-15 | 中铁三局集团有限公司 | Off-standard span cast-in-place beam support across valley and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150805 |