CN202064630U - Traveling shuttering device for construction of narrow and long type concrete wall body - Google Patents
Traveling shuttering device for construction of narrow and long type concrete wall body Download PDFInfo
- Publication number
- CN202064630U CN202064630U CN2011201544245U CN201120154424U CN202064630U CN 202064630 U CN202064630 U CN 202064630U CN 2011201544245 U CN2011201544245 U CN 2011201544245U CN 201120154424 U CN201120154424 U CN 201120154424U CN 202064630 U CN202064630 U CN 202064630U
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- supporting frame
- concrete wall
- supporting framework
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Abstract
The utility model discloses a traveling shuttering device for construction of a narrow and long type concrete wall body. The traveling shuttering device comprises a steel rail arranged on a foundation face, a base, a counterweight block arranged on the base, a supporting framework, and a steel panel positioned inside the supporting framework, wherein the base is provided with steel wheels which are arranged on the steel rail and can travel along the steel rail; the lower part at one side of the supporting framework is hinged with the base, and an obliquely adjustable screw rod assembly is hinged between the upper part at the same side of the supporting framework and the base; and the top and the two sides of the steel panel inside the supporting framework are respectively hinged with the bottom face and the two sides of the upper part of the supporting framework through a vertical adjustable screw rod assembly and a horizontal adjustable screw rod assembly. According to the utility model, the problems of difficulty in control over concrete appearance forming quality and low construction speed for the narrow and long type wall body are solved, the concrete appearance forming quality is guaranteed, the construction speed is accelerated, the time required by hoisting equipment for dismounting, mounting and transferring templates is reduced, and the construction cost is saved.
Description
Technical field:
The utility model relates to a kind of sleeve configuration concrete wall construction formwork device, particularly be a kind of sleeve configuration concrete wall body construction integral movable type plate device.
Background technology:
Usually all designed concrete wall at dam dam crest or dyke building two sides, be generally the thin-walled polymorphic structure, type quality is had relatively high expectations.Its section is narrower, and unit length inner concrete engineering quantity is less, and the construction battle line is longer, long construction period.Adopt the conventional upright form removal speed of punching block construction in bulk slower, molded appearance quality control on construction difficulty is big; The engineering that has adopts the typing punching block, and construction quality can satisfy construction requirement, but because template weight is bigger, the dismounting of roll-over template needs crane to cooperate, and takies a lifting appliance, and reinforcing is complicated, and construction drops into bigger.
Summary of the invention:
The purpose of this utility model is the problem that exists at sleeve configuration concrete wall body construction, provides a kind of job practices simple, safety, the lifting appliance less investment, concrete construction quality is excellent, outward appearance U.S., economical and practical sleeve configuration concrete wall body construction traveling shuttering.
The purpose of this utility model is achieved like this:
The utility model sleeve configuration concrete wall body construction traveling shuttering, comprise the rail that is installed on the base surface, band places on the rail can be along the pedestal of the steel wheel of rail walking, place the balancing weight on the pedestal, supporting frame, be positioned at the steel facing of supporting frame, supporting frame one side lower part and pedestal are hinged and are hinged with the oblique screw arbor assembly of regulating between top and pedestal, the steel facing top and the both sides that are positioned at supporting frame are hinged by vertically regulating screw arbor assembly and horizontal adjustable screw arbor assembly and bottom surface, supporting frame top and both sides respectively, steel facing is welded by steel plate and back of the body rib, guarantee that the sleeve configuration walls concrete builds moulding, pedestal, supporting frame and oblique, level, vertically the adjusting screw(rod) assembly is formed formwork bracing system, regulating template accurately puts in place, wherein horizontal adjusting screw(rod) assembly is regulated the steel facing level to displacement and support fixation steel facing, the pressure that steel facing is born passes to supporting frame, oblique adjusting screw(rod) assembly is regulated framework angle and stable support framework, the vertical adjustment screw arbor assembly floats when regulating the steel facing vertical displacement and preventing the template concreting, play reinforcing template and bear steel facing pressure, pedestal is processed with channel-section steel, bear steel facing, the weight of support system and concrete weight coating piece, concrete weight coating piece balance plate device, steel wheel, rail is formed running gear, and the external force traction pedestal utilizes steel wheel that plate device is moved on the track that rail is formed.
Above-mentioned supporting frame is made up of with the diagonal brace that crossbeam, steel pile are connected respectively crossbeam, the steel pile that is connected with crossbeam, two ends.
Above-mentioned steel facing bottom opposite position is equipped with the Screw arbor with nut at both-ends assembly, the auxiliary steel facing of reinforcing of Screw arbor with nut at both-ends.
Bottom the above-mentioned steel facing sealing is housed and only starches bar, spillage when preventing concreting.
Above-mentioned supporting frame is equipped with operation platform away from a side lower part of pedestal, the convenient construction personnel operation.
The utility model has adopted whole punching block, adopts and supports and running gear, has realized the mobility of this plate device, has ensured the concrete appearance Forming Quality, has reduced template dismounting roll-over and has used the lifting appliance time, has saved construction cost.
Wall body stripe smoothness, good looking appearance that the utility model template is built, concrete color and luster homogeneous, smooth surface, no bubble, presentation quality is good, and easy construction, speed are fast, have reduced the lifting appliance time that takies, save a large amount of labours, reached the effect that quality is good, progress is fast, cost is low.
Description of drawings:
Fig. 1 the utility model structure chart.
The specific embodiment:
Referring to Fig. 1, present embodiment sleeve configuration concrete wall body construction traveling shuttering, comprise with anchor bolt being fixedly mounted on two rail 1 on the railing base surface 14 that band places on the rail can be along the pedestal 6 of four steel wheels 9 of rail walking, place concrete weight coating piece 8 on the pedestal, the supporting frame of being made up of with the diagonal brace 2-3 that crossbeam is connected with steel pile respectively crossbeam 2-1, the steel pile 2-2 that is connected with crossbeam, two ends 2, the steel facing 1 that is positioned at supporting frame.A side steel pile bottom and pedestal are by propping up hinge 7 hinges and being hinged with the oblique screw arbor assembly 3 of regulating between top and pedestal in the supporting frame.The steel facing top and the both sides that are positioned at supporting frame are hinged by vertically regulating screw arbor assembly 4 and horizontal adjustable screw arbor assembly 5 and supporting frame upper beam bottom surface and both sides steel pile respectively.Steel facing bottom opposite position is equipped with Screw arbor with nut at both-ends assembly 12.Bottom the steel facing sealing is housed and only starches bar 13.Supporting frame is equipped with operation platform 11 away from a side steel pile bottom of pedestal.
Claims (5)
1. sleeve configuration concrete wall body construction traveling shuttering device, it is characterized in that comprising the rail that is installed on the base surface, band place on the rail can be along the pedestal of the steel wheel of rail walking, place balancing weight, supporting frame on the pedestal, be positioned at the steel facing of supporting frame, supporting frame one side lower part and pedestal are hinged and are hinged with the oblique screw arbor assembly of regulating between top and pedestal, and the steel facing top and the both sides that are positioned at supporting frame are hinged by vertically regulating screw arbor assembly and horizontal adjustable screw arbor assembly and bottom surface, supporting frame top and both sides respectively.
2. sleeve configuration concrete wall body construction traveling shuttering device as claimed in claim 1 is characterized in that supporting frame is made up of with the diagonal brace that crossbeam is connected with steel pile respectively crossbeam, the steel pile that is connected with crossbeam, two ends.
3. sleeve configuration concrete wall body construction traveling shuttering device as claimed in claim 1 or 2 is characterized in that steel facing bottom opposite position is equipped with the Screw arbor with nut at both-ends assembly.
4. sleeve configuration concrete wall body construction traveling shuttering device as claimed in claim 1 or 2 is characterized in that steel facing bottom is equipped with sealing and only starches bar.
5. sleeve configuration concrete wall body construction traveling shuttering device as claimed in claim 1 or 2 is characterized in that supporting frame is equipped with operation platform away from a side lower part of pedestal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201544245U CN202064630U (en) | 2011-05-16 | 2011-05-16 | Traveling shuttering device for construction of narrow and long type concrete wall body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201544245U CN202064630U (en) | 2011-05-16 | 2011-05-16 | Traveling shuttering device for construction of narrow and long type concrete wall body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202064630U true CN202064630U (en) | 2011-12-07 |
Family
ID=45058497
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011201544245U Expired - Lifetime CN202064630U (en) | 2011-05-16 | 2011-05-16 | Traveling shuttering device for construction of narrow and long type concrete wall body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202064630U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102644243A (en) * | 2012-05-08 | 2012-08-22 | 中国十九冶集团有限公司 | Template-root-adjustable sealing structure |
| GB2508263A (en) * | 2013-09-03 | 2014-05-28 | Fast Form Systems Ltd | An adjustable support for use in shuttering formwork |
| CN104120674A (en) * | 2013-04-25 | 2014-10-29 | 上海交通建设总承包有限公司 | Method for transporting large-scale wall structure cement block body |
| CN109853396A (en) * | 2019-03-29 | 2019-06-07 | 中铁隧道集团一处有限公司 | The mobile sizing mould bases of abutment construction |
| CN110541559A (en) * | 2019-09-17 | 2019-12-06 | 广州中石科技有限公司 | Detain pole subassembly and cat ladder |
| US10907312B2 (en) | 2016-09-20 | 2021-02-02 | Fast-Form Systems Ltd | Road form work |
| US11149450B2 (en) | 2017-04-18 | 2021-10-19 | Fast-Form Systems Ltd | Formwork base |
| CN113738101A (en) * | 2021-08-05 | 2021-12-03 | 中铁一局集团建筑安装工程有限公司 | Prestressed concrete roof beam ends thick liquid device |
-
2011
- 2011-05-16 CN CN2011201544245U patent/CN202064630U/en not_active Expired - Lifetime
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102644243A (en) * | 2012-05-08 | 2012-08-22 | 中国十九冶集团有限公司 | Template-root-adjustable sealing structure |
| CN104120674A (en) * | 2013-04-25 | 2014-10-29 | 上海交通建设总承包有限公司 | Method for transporting large-scale wall structure cement block body |
| GB2508263A (en) * | 2013-09-03 | 2014-05-28 | Fast Form Systems Ltd | An adjustable support for use in shuttering formwork |
| GB2508263B (en) * | 2013-09-03 | 2014-10-08 | Fast Form Systems Ltd | An adjustable support |
| US10844618B2 (en) | 2013-09-03 | 2020-11-24 | Fast-Form Systems Ltd | Adjustable support |
| US10907312B2 (en) | 2016-09-20 | 2021-02-02 | Fast-Form Systems Ltd | Road form work |
| US11149450B2 (en) | 2017-04-18 | 2021-10-19 | Fast-Form Systems Ltd | Formwork base |
| CN109853396A (en) * | 2019-03-29 | 2019-06-07 | 中铁隧道集团一处有限公司 | The mobile sizing mould bases of abutment construction |
| CN110541559A (en) * | 2019-09-17 | 2019-12-06 | 广州中石科技有限公司 | Detain pole subassembly and cat ladder |
| CN113738101A (en) * | 2021-08-05 | 2021-12-03 | 中铁一局集团建筑安装工程有限公司 | Prestressed concrete roof beam ends thick liquid device |
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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: 20111207 |
|
| CX01 | Expiry of patent term |