CN104120653A - Pier constructing device - Google Patents
Pier constructing device Download PDFInfo
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- CN104120653A CN104120653A CN201410313756.1A CN201410313756A CN104120653A CN 104120653 A CN104120653 A CN 104120653A CN 201410313756 A CN201410313756 A CN 201410313756A CN 104120653 A CN104120653 A CN 104120653A
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- formwork
- creeping
- construction
- platform
- working platform
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Abstract
The invention discloses a pier constructing device which comprises a formwork, tie bars arranged on the formwork and a creeping formwork arranged on the formwork. A creeping pole is arranged on the creeping formwork, a working platform is arranged at the upper end of the creeping pole, a jack is arranged at the upper end of the working platform, and an ejection rod is arranged at the upper end of the jack. The creeping formwork comprises bent frames, supporting rods are connected between the bent frames, corner formworks are perpendicularly arranged on the supporting rods, and a column casing is perpendicularly arranged on the corner formworks. By means of the pier constructing device, the advantages of a sliding formwork and the advantages of a turnover formwork are achieved, the two systems are integrated, the platform and the formwork are further divided into two independent systems, the defects that continuity is required in sliding formwork construction, complexity occurs in construction organizing, and the quality of the surface of a concrete body is poor due to the fact that the system is prone to torsion are accordingly overcome, and the numerous contradictions that due to the fact that a turnover formwork construction scaffold and a turnover formwork construction platform are repeatedly erected, disassembled and turned over, the labor intensity of workers is large, and the construction procedure cycle period is long are overcome.
Description
Technical field
The invention belongs to civil construction field, relate in particular to a kind of Bridge Pier Construction device.
Background technology
General application slding form operation in the engineerings such as railway and highway bridge pier, silo, inverted cone water tower at present.The problem that there will be kerve, hanging and correction in work progress, and because bridge pier height degree is large, laterally closing slope rate is slow, when template system climbs pier shaft top, working platform crossbeam outward outstanding part is oversize, the frame again and again of construction scaffolding and platform labor strength vertical, that remove and above turn over and bring is large simultaneously, and many troubles such as the working procedure cycle period bringing length.
Summary of the invention
(1) technical problem that will solve
For addressing the above problem, the present invention proposes that a kind of frame again and again that has solved over-form construction scaffold and platform is vertical, to remove the labor strength of bringing with above turning over large, the Bridge Pier Construction device of the long grade of working procedure cycle period many contradictions.
(2) technical scheme
Bridge Pier Construction device of the present invention, comprises template, and is arranged on the lacing wire in template, and is arranged on the creeping formwork in template; On described creeping formwork, be provided with pole-climbing; Described pole-climbing upper end is provided with working platform; Described working platform upper end is provided with jack; Described jack upper end is provided with push rod; Described creeping formwork comprises framed bent; Between described framed bent, be connected with support bar; On described support bar, be vertically installed with angle mould; On described angle mould, be vertically installed with column casing.
Further, described working platform lower end is provided with joint pin.
Further, described support bar and framed bent adopt buckle to be fastenedly connected.
(3) beneficial effect
The present invention compared with prior art, it has following beneficial effect: Bridge Pier Construction device of the present invention, get sliding formwork and the advantage of turning over mould, two kinds of systems are comprehensively integrated, again platform and template are divided into two independently systems, thereby the complexity and the system that have overcome the desired continuity of slding form operation and construction organization are easily reversed and are caused the poor deficiency of concrete bodies surface quality, the labor strength vertical, that remove and above turn over and bring of frame again and again that has solved over-form construction scaffold and platform is large, the long many contradictions that waits of working procedure cycle period.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention;
Fig. 2 is the structural representation of creeping formwork of the present invention.
1-template; 2-lacing wire; 3-creeping formwork; 4-pole-climbing; 5-working platform; 6-jack; 7-push rod; 8-framed bent; 9-support bar; 10-angle mould; 11-column casing; 12-joint pin.
The specific embodiment
A kind of Bridge Pier Construction device as depicted in figs. 1 and 2, comprises template 1, and is arranged on the lacing wire 2 in template 1, and is arranged on the creeping formwork 3 in template 1; On described creeping formwork 3, be provided with pole-climbing 4; Described pole-climbing 4 upper ends are provided with working platform 5; Described working platform 5 upper ends are provided with jack 6; Described jack 6 upper ends are provided with push rod 7; Described creeping formwork 3 comprises framed bent 8; Between described framed bent 8, be connected with support bar 9; On described support bar 9, be vertically installed with angle mould 10; On described angle mould 10, be vertically installed with column casing 11.
Wherein, described working platform 5 lower ends are provided with joint pin 12; Described support bar 9 adopts buckle to be fastenedly connected with framed bent 8.
Bridge Pier Construction device of the present invention, get sliding formwork and the advantage of turning over mould, two kinds of systems are comprehensively integrated, again platform and template are divided into two independently systems, thereby the complexity and the system that have overcome the desired continuity of slding form operation and construction organization are easily reversed and are caused the poor deficiency of concrete bodies surface quality, the labor strength vertical, that remove and above turn over and bring of frame again and again that has solved over-form construction scaffold and platform is large, the long many contradictions that waits of working procedure cycle period.
Embodiment recited above is described the preferred embodiment of the present invention, not the spirit and scope of the present invention is limited.Do not departing under the prerequisite of design concept of the present invention; various modification and improvement that this area ordinary person makes technical scheme of the present invention; all should drop into protection scope of the present invention, the technology contents that the present invention asks for protection, is all documented in claims.
Claims (3)
1. a Bridge Pier Construction device, is characterized in that: comprise template, and be arranged on the lacing wire in template, and be arranged on the creeping formwork in template; On described creeping formwork, be provided with pole-climbing; Described pole-climbing upper end is provided with working platform; Described working platform upper end is provided with jack; Described jack upper end is provided with push rod; Described creeping formwork comprises framed bent; Between described framed bent, be connected with support bar; On described support bar, be vertically installed with angle mould; On described angle mould, be vertically installed with column casing.
2. Bridge Pier Construction device according to claim 1, is characterized in that: described working platform lower end is provided with joint pin.
3. Bridge Pier Construction device according to claim 1, is characterized in that: described support bar and framed bent adopt buckle to be fastenedly connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410313756.1A CN104120653A (en) | 2014-07-03 | 2014-07-03 | Pier constructing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410313756.1A CN104120653A (en) | 2014-07-03 | 2014-07-03 | Pier constructing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104120653A true CN104120653A (en) | 2014-10-29 |
Family
ID=51766270
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410313756.1A Pending CN104120653A (en) | 2014-07-03 | 2014-07-03 | Pier constructing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104120653A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104695337A (en) * | 2015-01-26 | 2015-06-10 | 中交一公局厦门工程有限公司 | Self-lifting sliding and turnover construction system and construction method |
| CN114395987A (en) * | 2022-02-10 | 2022-04-26 | 江西赣粤高速公路工程有限责任公司 | A turn over and climb integral type template for high mound of bridge |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2108770U (en) * | 1992-01-03 | 1992-07-01 | 北京市长城建筑工程公司东北旺分公司 | Recovering device of hydraulic slide form bearing bar |
| CN2179892Y (en) * | 1993-05-28 | 1994-10-19 | 内蒙古第三建筑工程公司 | Top-raising sliding form for concrete pouring |
| JP2003213929A (en) * | 2002-01-25 | 2003-07-30 | Jfe Steel Kk | Form for placing concrete, form for sliding form construction method, and sliding form construction method |
| JP4292526B2 (en) * | 1999-08-25 | 2009-07-08 | 五洋建設株式会社 | Slip foam equipment |
| CN202248859U (en) * | 2011-09-08 | 2012-05-30 | 中国石化集团第十建设公司 | Sliding shifted formwork construction device |
| CN202483163U (en) * | 2012-01-20 | 2012-10-10 | 广西建工集团第三建筑工程有限责任公司 | Large-diameter silo fastener type steel pipe annular cantilever truss platform |
| RU2495212C1 (en) * | 2012-04-26 | 2013-10-10 | Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Российский университет дружбы народов" (РУДН) | Sliding forms |
| CN204080633U (en) * | 2014-07-03 | 2015-01-07 | 成都佳美嘉科技有限公司 | A kind of Bridge Pier Construction device |
-
2014
- 2014-07-03 CN CN201410313756.1A patent/CN104120653A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2108770U (en) * | 1992-01-03 | 1992-07-01 | 北京市长城建筑工程公司东北旺分公司 | Recovering device of hydraulic slide form bearing bar |
| CN2179892Y (en) * | 1993-05-28 | 1994-10-19 | 内蒙古第三建筑工程公司 | Top-raising sliding form for concrete pouring |
| JP4292526B2 (en) * | 1999-08-25 | 2009-07-08 | 五洋建設株式会社 | Slip foam equipment |
| JP2003213929A (en) * | 2002-01-25 | 2003-07-30 | Jfe Steel Kk | Form for placing concrete, form for sliding form construction method, and sliding form construction method |
| CN202248859U (en) * | 2011-09-08 | 2012-05-30 | 中国石化集团第十建设公司 | Sliding shifted formwork construction device |
| CN202483163U (en) * | 2012-01-20 | 2012-10-10 | 广西建工集团第三建筑工程有限责任公司 | Large-diameter silo fastener type steel pipe annular cantilever truss platform |
| RU2495212C1 (en) * | 2012-04-26 | 2013-10-10 | Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Российский университет дружбы народов" (РУДН) | Sliding forms |
| CN204080633U (en) * | 2014-07-03 | 2015-01-07 | 成都佳美嘉科技有限公司 | A kind of Bridge Pier Construction device |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104695337A (en) * | 2015-01-26 | 2015-06-10 | 中交一公局厦门工程有限公司 | Self-lifting sliding and turnover construction system and construction method |
| CN114395987A (en) * | 2022-02-10 | 2022-04-26 | 江西赣粤高速公路工程有限责任公司 | A turn over and climb integral type template for high mound of bridge |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20141029 |