CN1544783A - Double-acting hydraulic climbing die block system - Google Patents
Double-acting hydraulic climbing die block system Download PDFInfo
- Publication number
- CN1544783A CN1544783A CNA200310108851XA CN200310108851A CN1544783A CN 1544783 A CN1544783 A CN 1544783A CN A200310108851X A CNA200310108851X A CN A200310108851XA CN 200310108851 A CN200310108851 A CN 200310108851A CN 1544783 A CN1544783 A CN 1544783A
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- climbing
- hydraulic
- wall
- drop
- double acting
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- 230000009194 climbing Effects 0.000 title claims abstract description 68
- 238000012544 monitoring process Methods 0.000 claims abstract description 12
- 238000009415 formwork Methods 0.000 claims description 32
- 230000006698 induction Effects 0.000 claims 1
- 238000000034 method Methods 0.000 abstract description 10
- 230000001360 synchronised effect Effects 0.000 abstract description 3
- 239000004567 concrete Substances 0.000 description 7
- 238000010276 construction Methods 0.000 description 6
- 238000005516 engineering process Methods 0.000 description 6
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 238000004873 anchoring Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 239000010410 layer Substances 0.000 description 3
- 239000003921 oil Substances 0.000 description 3
- 238000004064 recycling Methods 0.000 description 3
- 230000001105 regulatory effect Effects 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 238000012546 transfer Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 239000010720 hydraulic oil Substances 0.000 description 1
- 230000002045 lasting effect Effects 0.000 description 1
- 239000002346 layers by function Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention provides a double-action hydraulic template-climbing system, adhering to wall surface, including template system, system adhering to wall, guide system, anti-dropping system, frame-climbing system, synchronously climbing monitoring system, and hydraulic system, and it has the remarkable advantages: 1, high mechanization degree and it can reduce original template-climbing work 6 hours every 20 persons to 1 hour every 2 persons by adopting this technique; 2, high automation degree and it implements the template system automatically climbing by adopting computer synchronous control technique, and does not need artificial intervene in climbing course, where the synchronous precision can reach 2 mm; 3, fast climbing and it can make regulation according to engineering demands; 4) safety and reliability.
Description
Technical field
The present invention relates to the automatic climbing form system of a kind of double acting hydraulic pressure, it is mainly used in high level and super highrise building, and the structure construction belongs to construction equipment.
Background technology
One joint reinforced concrete construction generally is divided into following several steps to carry out: 1, concrete curing and vertical reinforcement colligation; 2, form removable, lifting and installation; 3, casting and compacting of concrete, attached wall and guidance system promote; 4, concrete curing (system climbs); 5, horizontal reinforcement colligation enters next work cycle then, and finishing a construction operation circulation needs two to three days.The form work engineering technology of present domestic high level and super highrise building, structure is generally used technologies such as hydraulic slip-form, electronic integral hoisting scaffold, artificial creeping formwork and integrally hoisting steel platform, but all there is different defectives in above-mentioned technology.In most cases be that construction enterprises fight separately, often develop as temporory structure at concrete engineering, thereby modularization, standardization level are not high, recycling rate of waterused is low.
Summary of the invention
Technical problem to be solved by this invention provides a kind of double acting hydraulic climbing formwork system, and this system can realize standardization and modularization degree height.
In order to solve the problems of the technologies described above, the invention provides a kind of double acting hydraulic climbing formwork system, it is attached to surface of wall, comprising: a template system, it is attached to surface of wall; One attached wall system, it is fixedlyed connected with body of wall; One guidance system, it is fixedlyed connected with described body of wall by described attached wall system; One anti-drop system, it can do unidirectional moving upward along guidance system; One climbing scaffold system, it is fixedlyed connected with anti-drop system and also can do unidirectional moving upward along guidance system, and described template system promotes with climbing scaffold system by chain block; One monitoring system of climbing synchronously, it can drive and control climbing scaffold system and anti-drop system, gathers the work state information of climbing scaffold system and anti-drop system simultaneously; One hydraulic system, it is connected with the monitoring system of climbing synchronously, and provides motion-promotion force for described anti-drop system, climbing scaffold system.
This hydraulic climbing formwork system has following remarkable advantage: 1, mechanization degree height, adopt present technique will need 6 hours the template work of climbing of 20 people to be reduced to 2 people 1 hour in the past; 2, automaticity height adopts the computer synchronous control technique, realizes the template system automatic climbing, and the process of climbing does not need manual intervention, and synchronization accuracy can reach 2mm; 3, climbing speed is fast, and can adjust according to requirement of engineering; 4, safe and reliable.
Description of drawings
Fig. 1 is the structural representation of double acting hydraulic climbing formwork of the present invention system.
The specific embodiment
As shown in Figure 1: double acting hydraulic climbing formwork of the present invention system comprises hydraulic system (not shown), climb monitoring system (not shown), anti-drop system 3, climbing scaffold system 5, template system 6, attached wall system 4, guidance system 7 synchronously.Described template system 6 is attached to body of wall 8, described attached wall system 4 fixedlys connected described guidance system 7 with body of wall 8, described anti-drop system 3 can be done unidirectional moving upward along guidance system 7, described climbing scaffold system 5 is fixedlyed connected with anti-drop system 3 and also can be done unidirectional upwards moving along guidance system 7, the described monitoring system of climbing synchronously can drive and control climbing scaffold system, gather the climbing scaffold system work state information simultaneously, described hydraulic system is connected with the monitoring system of climbing synchronously, and provides motion-promotion force for described anti-drop system 3, climbing scaffold system 5.
Described hydraulic system can realize the conversion of electric energy one hydraulic pressure energy-mechanical energy, it adopts the dedicated hydraulic cylinder of U.S. utility utility companies (APPLIED POWER INC.), comprise electrical system, electric oil pump, oil pipe and jack, and done following some improvement: 1, reduce operating pressure, operating pressure is reduced to 20Mpa by 70Mpa, adopts conventional mesohigh technology.2, in hydraulic cylinder, increase the hydraulic cylinder travel sensor, to respond to the travel information of climbing of the necessary for monitoring that climbs synchronously.3, adopt gear pump as hydraulic pump, liquid measure can increase substantially, and reaches 4.3 liters/minute.4, adopt modular arrangements, each relatively independent hydraulic pressure unit of unit configuration one cover that climbs, described hydraulic pressure unit is made up of accessories such as a hydraulic pump, eight hydraulic jack and oil pipe, electromagnetic valves.Eight hydraulic cylinders are arranged in parallel in this hydraulic pressure unit, by electrical system with the monitoring system interconnection that climbs synchronously, form the integral body of a work compound between a plurality of hydraulic pressure units.
The described monitoring system of climbing synchronously adopts computer closed loop control, and system accepts operating personnel's instruction, and hydraulic climbing formwork is driven and controls, gather the work state information of hydraulic climbing formwork simultaneously, feed back to computer, control is revised and regulated, guarantee the safe and reliable of operation that climb.
Described anti-drop system 3 is that it climbs and the safety guard of duration of work; be used to guarantee system's one-way movement; it is connect attached on the guide rail by hydraulic jack by two catching devices up and down; thereby form a cover anti-drop system, described catching device comprises voussoir, bearing pin, spring leaf, housing etc.Its operating principle is: before hydraulic climbing formwork climbs, catching device all bonds on guide rail up and down, and be seated on the guide rail bayonet socket by voussoir, prevent that hydraulic climbing formwork from falling downwards, when hydraulic climbing formwork climbs, hydraulic jack is stretched cylinder, last catching device rises with hydraulic climbing formwork behind the stroke, because the catching device constrained motion has one-way (downwards), therefore upward catching device can not hinder hydraulic jack and stretch cylinder, last catching device is seated on the guide rail by voussoir, assurance hydraulic climbing formwork system does not fall, rest on the new high degree after climbing, following catching device then moves upward under the traction of hydraulic jack, behind the stroke, its voussoir is under spring action, be close to guide pass and be seated on the bayonet socket, electromagnetic valve is under the domination of the control system of climbing synchronously, make hydraulic oil commutation, hydraulic climbing formwork system enter the next one and climb in the process, in the process of climbing and the inactive state anti-drop system play a role all the time, guarantee that hydraulic climbing formwork is in a safe condition always, on the voussoir of catching device travel switch is installed, the duty of reflection catching device, travel switch can in time provide the signal of catching device duty for control system.
The major function of described attached wall system 4, guidance system 7 is to give structure with the creeping formwork Load Transfer, and creeping formwork is adhered to structurally all the time, realizes lasting security.In the process of climbing, the Load Transfer path of creeping formwork is: creeping formwork-anti-drop system-guidance system-attached wall system-structure, climb after the end, and the bang path of creeping formwork load is reduced to: creeping formwork-attached wall system-structure.Can improve the safety of hydraulic climbing formwork system like this.
The structure of attached wall system 4 is made up of two major parts: anchoring piece and adaptor.
Guidance system 7 is the I font, can utilize bottle gouard moved by hands to promote, and is welded with iron block on the guide rail, for anti-drop system provides bearing, faces the stroke that distance between the iron block is hydraulic climbing formwork mutually.
The major function of described climbing scaffold system 5, template system 6 is: 1, provide template for concrete construction; 2, provide harbor for the constructing operation personnel; 3, provide the place for the equipment installation.The existing mature form of this creeping formwork design, hydraulic climbing formwork divides three big functional layers: 1, reinforced bar engineering work layer; 2, form work engineering and concrete work work layer; 3, adhere to and the work layer of climbing.Described climbing form system is by bearing frame, operation pin hand and template are formed, bearing frame is a triangle, connect with bolt or bearing pin between the member, so that recycling, reduce cost, the diagonal brace length of load-bearing tripod can be regulated, to adapt to the facade of different gradients, make operating personnel's standing surface level all the time by regulating diagonal brace length, two load-bearing tripods are got in touch by spandrel girder, form the space bearing frame, all operations pin hand or be located on it, or hang it down, operation pin hand all adopts bolt to connect or bearing pin connects, so that install and the material recycling, template promptly can adopt wooden model, also can adopt punching block, climb with system.
The overall work flow process of above-mentioned whole climbing form system is: 1, at first, attached wall and guidance system (anchoring piece and adaptor, guide rail) are installed; 2, hydraulic system, anti-drop system, control system, installation climbing scaffold system (load-bearing tripod, operation pin hand and template) are installed; 3, vertical reinforcement colligation, mounting template, casting and compacting of concrete, maintenance; 4, form removable; 5, attached wall and guidance system promote (attached wall anchoring piece conversion, guide rail climbs); 6, climbing frame climbs, and (control system control, hydraulic jack are pushed up and are stretched, and anti-drop system is worked simultaneously.
Because therefore above-mentioned hydraulic system, attached wall and guidance system, climbing scaffold system, all available existing techniques in realizing of template system only do simple the introduction in this patent.
Claims (6)
1, a kind of double acting hydraulic climbing formwork system is attached to body of wall (8) surface, it is characterized in that, comprising:
One template system (6), it is attached to body of wall (8) surface;
One attached wall system (4), it is fixedlyed connected with body of wall (8);
One guidance system (7), it is fixedlyed connected with described body of wall (8) by described attached wall system;
One anti-drop system (3), it can do unidirectional moving upward along guidance system (7);
One climbing scaffold system (5), it is fixedlyed connected with anti-drop system (3) and also can do unidirectional moving upward along guidance system (7);
One monitoring system (2) of climbing synchronously, it can drive and control climbing scaffold system (5) and anti-drop system (3), gathers the work state information of climbing scaffold system and anti-drop system (3) simultaneously;
One hydraulic system (1), it is connected with the monitoring system of climbing synchronously (2), and is that described anti-drop system (3), climbing scaffold system (5) provide motion-promotion force.
2, double acting hydraulic climbing formwork according to claim 1 system is characterized in that the operating pressure of described hydraulic system 1 is 20Mpa.
3, double acting hydraulic climbing formwork according to claim 1 system is characterized in that described hydraulic system 1 comprises a hydraulic cylinder, is provided with the hydraulic cylinder travel sensor in it, with climb the synchronously travel information of climbing of necessary for monitoring of induction.
4, double acting hydraulic climbing formwork according to claim 1 system is characterized in that, described hydraulic system 1 adopts gear pump as hydraulic pump.
5, double acting hydraulic climbing formwork according to claim 1 system is characterized in that, described anti-drop system 3 comprises that two catching devices connect attached on the guidance system by hydraulic jack up and down.
6, double acting hydraulic climbing formwork according to claim 1 system is characterized in that described guidance system 7 is the I font.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200310108851 CN1230599C (en) | 2003-11-25 | 2003-11-25 | Double-acting hydraulic climbing die block system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200310108851 CN1230599C (en) | 2003-11-25 | 2003-11-25 | Double-acting hydraulic climbing die block system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1544783A true CN1544783A (en) | 2004-11-10 |
| CN1230599C CN1230599C (en) | 2005-12-07 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200310108851 Expired - Lifetime CN1230599C (en) | 2003-11-25 | 2003-11-25 | Double-acting hydraulic climbing die block system |
Country Status (1)
| Country | Link |
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| CN (1) | CN1230599C (en) |
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100351484C (en) * | 2005-11-07 | 2007-11-28 | 中建一局建设发展公司 | Liftable hydraulic climbing template and construction method thereof |
| CN100390372C (en) * | 2006-03-24 | 2008-05-28 | 哈尔滨工业大学 | Underground reciprocating oil puming machine driven by rotary motor |
| CN101685304A (en) * | 2008-09-24 | 2010-03-31 | 上海市机械施工有限公司 | Computer controller of hydraulic climbing scaffold system |
| CN101213344B (en) * | 2005-06-29 | 2011-06-08 | Peri有限公司 | Self-climbing template and/ or self-climbing frame unit with climbing cylinder |
| CN102654427A (en) * | 2012-05-15 | 2012-09-05 | 中国葛洲坝集团股份有限公司 | Embedded anchor cone bearing capacity monitoring alarm device |
| CN102828608A (en) * | 2012-09-21 | 2012-12-19 | 南京道广建筑模板有限公司 | Hydraulic climbing protection device for high-rise building construction |
| CN103318800A (en) * | 2013-04-27 | 2013-09-25 | 兖矿东华建设有限公司 | Jack sensor and corresponding hydraulic sliding module digital control system |
| CN105952479A (en) * | 2016-06-23 | 2016-09-21 | 湖南五新隧道智能装备股份有限公司 | Automatic lifting mechanism and tunnel lining trolley comprising same |
| CN106150057A (en) * | 2016-08-24 | 2016-11-23 | 中国三冶集团有限公司 | A kind of split blade type hydraulic pressure lift climbing frame |
| CN106437126A (en) * | 2016-08-24 | 2017-02-22 | 江苏乐创建筑科技有限公司 | Guiding and force bearing device of floor type hydraulic lifting scaffold and detaching method |
| WO2019068879A1 (en) * | 2017-10-05 | 2019-04-11 | Peri Gmbh | Hydraulic arrangement having linked hydraulic units, climbing formwork, and method for moving the climbing formwork using such a hydraulic arrangement |
| CN111236630A (en) * | 2020-01-12 | 2020-06-05 | 武汉瑞锦丰路桥设备股份有限公司 | Automatic hydraulic climbing formwork |
| CN112431395A (en) * | 2020-12-11 | 2021-03-02 | 余北京 | Steel scaffold for building engineering |
| RU2778228C2 (en) * | 2017-10-05 | 2022-08-16 | Пери Гмбх | Hydraulic device with connected hydraulic nodes and lifting formwork, and method for movement of lifting formwork, using such a hydraulic device |
| CN116793426A (en) * | 2023-06-30 | 2023-09-22 | 中建八局第二建设有限公司 | Hydraulic climbing formwork bearing wedge stress monitoring system and method |
-
2003
- 2003-11-25 CN CN 200310108851 patent/CN1230599C/en not_active Expired - Lifetime
Cited By (22)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101213344B (en) * | 2005-06-29 | 2011-06-08 | Peri有限公司 | Self-climbing template and/ or self-climbing frame unit with climbing cylinder |
| CN100351484C (en) * | 2005-11-07 | 2007-11-28 | 中建一局建设发展公司 | Liftable hydraulic climbing template and construction method thereof |
| CN100390372C (en) * | 2006-03-24 | 2008-05-28 | 哈尔滨工业大学 | Underground reciprocating oil puming machine driven by rotary motor |
| CN101685304A (en) * | 2008-09-24 | 2010-03-31 | 上海市机械施工有限公司 | Computer controller of hydraulic climbing scaffold system |
| CN101685304B (en) * | 2008-09-24 | 2014-07-30 | 上海市机械施工集团有限公司 | Computer controller of hydraulic climbing scaffold system |
| CN102654427A (en) * | 2012-05-15 | 2012-09-05 | 中国葛洲坝集团股份有限公司 | Embedded anchor cone bearing capacity monitoring alarm device |
| CN102828608A (en) * | 2012-09-21 | 2012-12-19 | 南京道广建筑模板有限公司 | Hydraulic climbing protection device for high-rise building construction |
| CN103318800A (en) * | 2013-04-27 | 2013-09-25 | 兖矿东华建设有限公司 | Jack sensor and corresponding hydraulic sliding module digital control system |
| CN103318800B (en) * | 2013-04-27 | 2015-04-29 | 兖矿东华建设有限公司 | Jack sensor and corresponding hydraulic sliding module digital control system |
| CN105952479B (en) * | 2016-06-23 | 2019-02-22 | 湖南五新隧道智能装备股份有限公司 | A kind of automatic hoisting mechanism and the tunnel lining trolley comprising this mechanism |
| CN105952479A (en) * | 2016-06-23 | 2016-09-21 | 湖南五新隧道智能装备股份有限公司 | Automatic lifting mechanism and tunnel lining trolley comprising same |
| CN106150057A (en) * | 2016-08-24 | 2016-11-23 | 中国三冶集团有限公司 | A kind of split blade type hydraulic pressure lift climbing frame |
| CN106150057B (en) * | 2016-08-24 | 2018-12-04 | 中国三冶集团有限公司 | A kind of split blade type hydraulic pressure lift climbing frame |
| CN106437126B (en) * | 2016-08-24 | 2019-02-05 | 江苏乐创建筑科技有限公司 | A kind of console mode hydraulic lifting scaffold guiding bearing and method for dismounting |
| CN106437126A (en) * | 2016-08-24 | 2017-02-22 | 江苏乐创建筑科技有限公司 | Guiding and force bearing device of floor type hydraulic lifting scaffold and detaching method |
| WO2019068879A1 (en) * | 2017-10-05 | 2019-04-11 | Peri Gmbh | Hydraulic arrangement having linked hydraulic units, climbing formwork, and method for moving the climbing formwork using such a hydraulic arrangement |
| US11371539B2 (en) | 2017-10-05 | 2022-06-28 | Peri Ag | Hydraulic arrangement having linked hydraulic units, climbing formwork, and method for moving the climbing formwork using such a hydraulic arrangement |
| RU2778228C2 (en) * | 2017-10-05 | 2022-08-16 | Пери Гмбх | Hydraulic device with connected hydraulic nodes and lifting formwork, and method for movement of lifting formwork, using such a hydraulic device |
| CN111236630A (en) * | 2020-01-12 | 2020-06-05 | 武汉瑞锦丰路桥设备股份有限公司 | Automatic hydraulic climbing formwork |
| CN112431395A (en) * | 2020-12-11 | 2021-03-02 | 余北京 | Steel scaffold for building engineering |
| CN112431395B (en) * | 2020-12-11 | 2022-10-14 | 武汉港工建筑工程有限公司 | Steel scaffold for building engineering |
| CN116793426A (en) * | 2023-06-30 | 2023-09-22 | 中建八局第二建设有限公司 | Hydraulic climbing formwork bearing wedge stress monitoring system and method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1230599C (en) | 2005-12-07 |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: SHANGHAI CONSTRUCTION NO.1 GROUP CO., LTD. Free format text: FORMER NAME: NO.1 BUILDING CO., LTD., SHANGHAI |
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| CP01 | Change in the name or title of a patent holder |
Address after: 200120 Shanghai city Pudong New Area Fushan Road No. 33 Patentee after: SHANGHAI CONSTRUCTION NO.1 (Group) Co.,Ltd. Address before: 200120 Shanghai city Pudong New Area Fushan Road No. 33 Patentee before: Shanghai No.1 Construction Co.,Ltd. |
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| CX01 | Expiry of patent term | ||
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Granted publication date: 20051207 |