CN202250105U - Integral hydraulic steel formwork trolley - Google Patents
Integral hydraulic steel formwork trolley Download PDFInfo
- Publication number
- CN202250105U CN202250105U CN201120368496XU CN201120368496U CN202250105U CN 202250105 U CN202250105 U CN 202250105U CN 201120368496X U CN201120368496X U CN 201120368496XU CN 201120368496 U CN201120368496 U CN 201120368496U CN 202250105 U CN202250105 U CN 202250105U
- Authority
- CN
- China
- Prior art keywords
- steel
- door frame
- chassis
- trolley
- portal frame
- 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 title claims abstract description 65
- 239000010959 steel Substances 0.000 title claims abstract description 65
- 238000009415 formwork Methods 0.000 title abstract 4
- 230000009184 walking Effects 0.000 claims abstract description 15
- 238000010276 construction Methods 0.000 claims abstract description 13
- 241001669679 Eleotris Species 0.000 claims abstract description 8
- 230000001105 regulatory effect Effects 0.000 claims description 2
- 239000003643 water by type Substances 0.000 claims description 2
- 238000007493 shaping process Methods 0.000 abstract 4
- 238000009434 installation Methods 0.000 abstract 1
- 230000015572 biosynthetic process Effects 0.000 description 2
- 239000012530 fluid Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- Lining And Supports For Tunnels (AREA)
Abstract
A whole hydraulic steel formwork trolley relates to the technical field of concrete formwork assembly, in particular to a self-propelled whole hydraulic steel formwork trolley. The utility model discloses an integral hydraulic steel template trolley, which is characterized in that the trolley consists of a steel portal frame, a shaping template, a walking steel wheel, a steel rail, a sleeper, a motor unit, a hand-operated block and a hydraulic jack; the shaping template is arranged on the steel portal frame, two ends of the lower portion of the steel portal frame are respectively provided with a traveling steel wheel, steel rails are laid corresponding to the traveling steel wheels, the steel rails are placed on sleepers, the motor unit drives the trolley to travel along the steel rails by driving the traveling steel wheels, the hand-driven block is arranged on a cross beam of the steel portal frame and used for hanging the shaping template, and the hydraulic jacks are arranged on stand columns on two sides of the steel portal frame. The utility model has the advantages of low cost, reliable, the convenient operation of structure, installation are dismantled rapidly, the concrete shaping is good, can effectively accelerate the construction speed, reduce the interference to other construction operations.
Description
Technical field
The utility model relates to concrete blinding assembling technique field, especially a kind of whole hydraulic pressure steel form chassis of self-propelled.
Background technology
In civil works, need a large amount of concrete components that use cast in situs, these members much are measure-alike continuously, ordinary circumstance can divide multistage to build.As in the tunnel construction engineering; Need to use a large amount of concrete mid-boards, and these mid-board members normally at the construction field (site) segmentation build, and then the mid-board that will build is sent into the placement tunnel in; These measure-alike and continuous mid-board members are sent into the tunnel assembly unit from building, being molded into; Need the engineering time and the labour of labor, and it is auxiliary to call other plant equipment, has not only improved the cost of construction; But also can reduce the efficiency of construction of engineering, the assembly unit error also is difficult to controlled.
Summary of the invention
The utility model is to be solved to be exactly in the existing civil works; Continuously measure-alike concreting member segments build, assembly unit inefficiency, construction cost height and the unmanageable problem of assembly unit error, a kind of whole hydraulic pressure steel form chassis of self-propelled is provided.
The whole hydraulic pressure steel form chassis of the utility model is characterized in that this chassis is made up of steel door frame, typified form, walking steel wheel, rail, sleeper, motor unit, bottle gouard moved by hands and hydraulic jack; Typified form is arranged on the steel door frame; A walking steel wheel is respectively installed at two ends, steel door frame bottom, corresponding walking steel wheel steel rail laying, and rail is placed on the sleeper; Motor unit drives chassis through drive walking steel wheel and walks along rail; Bottle gouard moved by hands is installed on the steel door frame crossbeam, is used for tangling typified form, and hydraulic jack is installed on steel door frame two heel posts.
The concrete formation equipment of the hydraulic jack adjustment Template Location and the demoulding, bottle gouard moved by hands work to hold typified form, regulate the height and position of template through it.
Described hydraulic jack can also combine leading screw to be linked to be integral body to typified form and steel door frame, the position of realizing template through the connection rod member collapsing length of regulating leading screw.
The typified form of described steel form chassis can design its shape with the art requirement of confiding a technological secret by different concrete cross section figure; Steel form lining trolley outline is consistent with the interior contoured surface of design; Form airtight annular bin through the stopend two ends, fluid concrete construction then.
Be applicable to the concrete mid-board in the tunnel construction engineering, its typified form is two, and outline is convex-shaped arc surface, waters the concrete component profile that outpours accordingly and is the spill cambered surface.
This chassis is that the steel door frame with the combined steel structure is the large-scale steel structure template system of support, carries out custom-designed according to the different techniques concrete cross section figure that requires in the book that tells somebody what one's real intentions are.During use, through the position up and down of hydraulic jack and bottle gouard moved by hands adjustment punching block, accomplish the location, and shutoff typified form two ends form the annular bin that seals, and after fluid concrete is treated its moulding then, can accomplish a section concrete member.Lay rail then forward, drive chassis through motor unit and move forward, carry out the construction of next section member along rail.
A kind of whole hydraulic pressure steel form chassis of the utility model has with low cost, reliable in structure, easy to operate, advantage such as installing/dismounting is rapid, concrete formation is good, can effectively accelerate speed of application, reduces the interference to other construction operation.Mechanization degree is high in the work progress, can effectively reduce workman's labour hour and labour intensity, has not only saved labour, material and machinery expenses, can also improve efficiency of construction.When reducing cost, concrete density and aesthetics have been improved.
Description of drawings
Fig. 1 is the utility model embodiment 1 main TV structure sketch map.
Fig. 2 is the utility model embodiment 1 side-looking structural representation.
Wherein, sleeper 1, rail 2, walking steel wheel 3, steel door frame 4, typified form 5, hydraulic jack 6, bottle gouard moved by hands 7, motor unit 8.
The specific embodiment
Embodiment 1: a kind of whole hydraulic pressure steel form chassis that is used to pour into a mould the tunnel mid-board.Constitute by steel door frame 4, typified form 5, walking steel wheel 3, rail 2, sleeper 1, motor unit 8, bottle gouard moved by hands 7 and hydraulic jack 6.Typified form 5 is arranged on the steel door frame 4, and typified form 5 is two, is arranged to two opposing convex-shaped arc surfaces; Water the concrete component profile that outpours accordingly and be the spill cambered surface, a walking steel wheel 3 is respectively installed at two ends, steel door frame 4 bottom, corresponding walking steel wheel 3 steel rail layings 2; Rail 2 is placed on the sleeper 1, and motor unit 8 drives chassis along rail 2 walkings through driving walking steel wheel 3, and bottle gouard moved by hands 7 is installed on the steel door frame crossbeam; Be used for tangling typified form 5; Every limit is provided with one, and hydraulic jack 6 tops are installed on 4 liang of heel posts of steel door frame, and each side door formula column place installs 4.
Claims (3)
1. a whole hydraulic pressure steel form chassis is characterized in that this chassis is made up of steel door frame (4), typified form (5), walking steel wheel (3), rail (2), sleeper (1), motor unit (8), bottle gouard moved by hands (7) and hydraulic jack (6); Typified form (5) is arranged on the steel door frame (4); A walking steel wheel (3) is respectively installed at steel door frame (4) two ends, bottom, corresponding walking steel wheel (3) steel rail laying (2), and rail (2) is placed on the sleeper (1); Motor unit (8) drives chassis through drive walking steel wheel (3) and walks along rail (2); Bottle gouard moved by hands (7) is installed on steel door frame (4) crossbeam, is used for tangling typified form (5), and hydraulic jack (6) is installed on steel door frame (4) two heel posts.
2. a kind of whole hydraulic pressure steel form chassis as claimed in claim 1; It is characterized in that described hydraulic jack (6) combines leading screw to be linked to be integral body to typified form (5) and steel door frame (4), the position of realizing template through the connection rod member collapsing length of regulating leading screw.
3. according to claim 1 or claim 2 a kind of whole hydraulic pressure steel form chassis; When it is characterized in that described typified form (5) is used for the concrete mid-board of tunnel construction engineering; Its typified form (5) is two; Outline is convex-shaped arc surface, waters the concrete component profile that outpours accordingly and is the spill cambered surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120368496XU CN202250105U (en) | 2011-09-30 | 2011-09-30 | Integral hydraulic steel formwork trolley |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120368496XU CN202250105U (en) | 2011-09-30 | 2011-09-30 | Integral hydraulic steel formwork trolley |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202250105U true CN202250105U (en) | 2012-05-30 |
Family
ID=46111363
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201120368496XU Expired - Lifetime CN202250105U (en) | 2011-09-30 | 2011-09-30 | Integral hydraulic steel formwork trolley |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202250105U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102330559A (en) * | 2011-09-30 | 2012-01-25 | 云南路桥股份有限公司 | Integral hydraulic steel formwork jumbo |
| CN102797477A (en) * | 2012-08-10 | 2012-11-28 | 中国建筑第四工程局有限公司 | Method for preventing partition from biasing in tunnel |
| CN103437782A (en) * | 2013-08-21 | 2013-12-11 | 中国长江三峡集团公司 | Hydraulic self-moving steel mould trolley and construction method thereof |
| CN108331338A (en) * | 2018-04-04 | 2018-07-27 | 中交第三公路工程局有限公司 | A kind of hydraulic climbing formwork device and construction method |
-
2011
- 2011-09-30 CN CN201120368496XU patent/CN202250105U/en not_active Expired - Lifetime
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102330559A (en) * | 2011-09-30 | 2012-01-25 | 云南路桥股份有限公司 | Integral hydraulic steel formwork jumbo |
| CN102797477A (en) * | 2012-08-10 | 2012-11-28 | 中国建筑第四工程局有限公司 | Method for preventing partition from biasing in tunnel |
| CN102797477B (en) * | 2012-08-10 | 2015-05-27 | 中国建筑第四工程局有限公司 | Method for preventing partition from biasing in tunnel |
| CN103437782A (en) * | 2013-08-21 | 2013-12-11 | 中国长江三峡集团公司 | Hydraulic self-moving steel mould trolley and construction method thereof |
| CN103437782B (en) * | 2013-08-21 | 2015-08-19 | 中国长江三峡集团公司 | Hydraulic pressure automatic moving type steel form carrier and construction method thereof |
| CN108331338A (en) * | 2018-04-04 | 2018-07-27 | 中交第三公路工程局有限公司 | A kind of hydraulic climbing formwork device and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20120530 |
|
| CX01 | Expiry of patent term |