CN103342269A - Attaching mechanism and ejecting method for super high-rise construction elevator - Google Patents
Attaching mechanism and ejecting method for super high-rise construction elevator Download PDFInfo
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- CN103342269A CN103342269A CN2013102906887A CN201310290688A CN103342269A CN 103342269 A CN103342269 A CN 103342269A CN 2013102906887 A CN2013102906887 A CN 2013102906887A CN 201310290688 A CN201310290688 A CN 201310290688A CN 103342269 A CN103342269 A CN 103342269A
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Abstract
The invention discloses an attaching mechanism for a super high-rise construction elevator. The attaching mechanism comprises wall attaching parts, guiding rail parts and rolling parts. One end of each wall attaching part is fixedly connected with an elevator standard knot, and the other end of each wall attaching part is fixed with each guiding rail part through bolts. One end of each rolling part is fixedly connected with an inner frame of an ejecting formwork through bolts, and the other end of each rolling part is connected with each guiding rail part in a rolling mode. When the ejecting formwork ejects, the wall attaching parts and the guiding rail parts are fixed, the rolling parts roll on the guiding rail parts and eject along with the ejecting formwork, the construction elevator can rise to a top platform of the ejecting formwork at a time, and the elevator can operate normally in the ejecting process of the formwork. According to the attaching mechanism, the rolling parts do not need to be dismounted before and after the ejecting formwork ejects, only part of the wall attaching parts and the guiding rail parts needed by lifting at each time are transferred and installed again, installation efficiency is greatly improved, and construction progress is accelerated. The invention further provides an ejecting method for the super high-rise construction elevator.
Description
Technical field
The present invention relates to the construction of super highrise building technical field, particularly relate to a kind of attachment mechanism and a kind of method of jacking method of superelevation layer construction elevator.
Background technology
The high speed construction elevator is main vertical transport instrument in the construction of super highrise building process, it is the main transport channel that assurance personnel, material etc. enter the core barrel structure, along with superelevation layer structure construction difficulty is increasing, jacking or lifting mould bases more and more are used for the construction of core barrel structure, how to guarantee that it is superelevation layer core barrel structure construction main difficult technical that construction elevator can safely, efficiently, fastly be transported to the workmen jacking mould bases operating area.
Build or building more than 300 meters in the superelevation layer core barrel structure work progress; in the prior art; construction elevator generally can't be gone up to backform or put forward the mould table top; only can be by being attached to the backform bottom of casting concrete; by under hang passage and enter backform; walk to table top by the narrow and small stair of backform, its main difficult technical is for can't solve backform or to carry mould elevation scope elevator attachment issue again.Some construction elevator is by to carrying mould or backform is strengthened; elevator is attached in the mould bases framework place to the backform platform; but because mould bases is one deck one lifting; this just causes each mould bases to promote; need all that all adhere in the decentering altitude range; mould bases is installed after promoting and finishing again again, and not only installation effectiveness is low, and can't guarantee the normal use of elevator in the mould bases jacking process.
Summary of the invention
The attachment mechanism that the purpose of this invention is to provide a kind of superelevation layer elevator solves can't go up to backform in traditional construction elevator or put forward the mould table top and enters the problem of adhering to wall dismounting inconvenience in construction operation face and the construction elevator jacking process.
For solving the problems of the technologies described above, the technical scheme that the present invention adopts is: the attachment mechanism that a kind of superelevation layer construction elevator is provided, be applied in the backform system, comprise attached wall spare, rail guide piece and rolling member, one end of described attached wall spare is captiveed joint with the elevator standard joint, and the other end and described rail guide piece fix by bolt; One end of described rolling member and the inner frame of jacking mould bases are bolted to connection, and the other end rolls with described rail guide piece and is connected; Wherein, when described jacking mould bases jacking, described attached wall spare and described rail guide piece maintain static, and described rolling member rolls on described rail guide piece, and with the jacking of described jacking mould bases.
Preferably, described rail guide piece is the assembly set that successively a guide rail standard knot is formed, and adopts detachable captive joint between the described guide rail standard knot; Wherein, described guide rail standard knot comprises two sections guide rails that vertically be arranged in parallel.
Preferably, described attached wall spare is U-shaped framing member, comprise first attachment arm, second attachment arm and pipe link, one end of described first attachment arm and described second attachment arm is fixing with the two ends welding of described pipe link respectively, be equipped with screw on described first attachment arm, described second attachment arm and the described pipe link, described attached wall spare is spirally connected fixing with described elevator standard joint and described guide rail standard knot respectively by described screw.
Preferably, described rolling member comprises rolling member, down rolling member, first adjust bar and second adjust bar, and the described rolling member of going up is identical and be and be horizontally disposed with the described rolling member structure of descending, and the two ends of its homonymy are equipped with the connection otic placode; Two described first adjusts bar that vertically arrange are spirally connected with the described otic placode that is connected of end with being arranged on described rolling member and the described rolling member homonymy down gone up respectively, and two described second adjusts bar that be arranged in parallel are describedly gone up rolling member and the described described otic placode that is connected of rolling member homonymy heterodoxy down is spirally connected with being arranged on respectively.
Preferably, the described rolling member of going up comprises support unit, attached wall unit and rolling unit, described attached wall unit and described rolling unit are captiveed joint with described support unit in the both sides of described support unit respectively, described support unit comprises: body frame, described body frame is the rectangle steel structure, has been provided with the oblique trombone slide of strengthening fixation in its diagonal positions; The 3rd adjust bar, an end of described the 3rd adjust bar and described body frame are by bolt, and the other end is captiveed joint with described attached wall unit; The 4th adjust bar, an end of described the 4th adjust bar and described body frame are by bolt, and the other end is captiveed joint with described attached wall unit; Described attached wall unit comprises: the first attached wall seat, and an end of described attached wall seat is captiveed joint by nut with described the 3rd adjust bar, and the other end is captiveed joint with the inner frame of described jacking mould bases; The second attached wall seat, an end of described attached wall seat is captiveed joint by nut with described the 4th adjust bar, and the other end is captiveed joint with the inner frame of described jacking mould bases; The 5th adjust bar, an end and the described body frame of described the 5th adjust bar fixedly are spirally connected, and the inner frame of the other end and described jacking mould bases fixedly is spirally connected.
Preferably, described rolling unit comprises: pulley base, and described pulley base comprises pipe link and erecting frame, described erecting frame comprises base plate, reaches side plate, the quantity of described side plate is two, is vertically installed in the two ends of described base plate respectively and is welded as a whole with described base plate; One end and the described base plate of described pipe link are bolted to connection, and the other end is captiveed joint with described body frame; Assembly pulley, described assembly pulley are arranged on the described pulley base; Wherein, the quantity of described assembly pulley is two groups, and correspondence is arranged on the described side plate respectively.
Preferably, described assembly pulley comprises first pulley, second pulley and the 3rd pulley, described first pulley, described second pulley are set in parallel on the described side plate in the same direction and are located along the same line, described the 3rd pulley captive joint with described side plate and with described first pulley and vertical setting of described second pulley; Wherein, described guide rail passes described pulley base, and is connected with described first pulley, described second pulley and described the 3rd pulley rolling.
Preferably, the quantity of described guide rail standard knot is 15, the quantity of described attached wall spare is 30, the quantity of described rolling member is three, each described rolling member evenly is arranged on the described guide rail standard knot with a determining deviation, and per two described attached wall spares are the corresponding top and bottom that are installed on described guide rail standard knot respectively.
For solving the problems of the technologies described above, during another technical solution used in the present invention: a kind of jacking method of superelevation layer construction elevator is provided, uses the attachment mechanism according to above-mentioned superelevation layer construction elevator, described jacking method may further comprise the steps:
S101: an end of three rolling members is captiveed joint with the inner frame of jacking mould bases, and the other end rolls with rail guide piece and is connected;
S102: story height of described jacking mould bases jacking, drive described rolling member and roll along described rail guide piece, and the story height that rises synchronously;
S103: install at least three described elevator standard joints additional in the top of described elevator hoistways, make described elevator cage in the jacking process, can rise to the end face of described jacking mould bases;
S104: six described attached wall spares and three described guide rail standard knot dismountings that will be attached to described elevator hoistways lower end, six described attached wall spares transfers are installed on the described elevator standard joint that installs additional among the step S105, and three described guide rail standard knots and other described guide rail standard knots are re-assemblied.
Preferably, described jacking method further comprised before described S101:
S100: assembling elevator standard joint is elevator hoistways, and assembling 15 guide rail standard knots is rail guide piece, and at described rail guide piece 30 attached wall spares is installed, and per two described attached wall spares are corresponding to the top and bottom of a described guide rail standard knot; 30 attached wall spares are installed on described elevator hoistways, per two described attached wall spares are corresponding to the top and bottom of a described elevator standard joint.
The invention has the beneficial effects as follows: the situation that is different from prior art, the attachment mechanism of superelevation layer construction elevator of the present invention links to each other the elevator standard joint by rolling member, rail guide piece and attached wall spare with the jacking mould bases, in the jacking process of jacking mould bases, the attached wall spare that links to each other with the elevator standard joint maintains static, described rolling member rolls on described rail guide piece, and with the jacking of jacking mould bases, thereby make that construction elevator can be to the backform roof panel on disposable, and guarantee the same normal operation of elevator in the mould bases jacking process.Simultaneously, attachment mechanism of the present invention does not need rolling member is dismantled before and after the backform jacking, only needs each lifting required part attached wall spare and rail guide piece are shifted again, installs, and improves installation effectiveness greatly, thereby has accelerated construction speed.
Description of drawings
Fig. 1 is the scheme of installation of the attachment mechanism of superelevation layer construction elevator of the present invention;
Fig. 2 is the installation birds-eye view of rolling member among Fig. 1;
Fig. 3 is the installation side view of rolling member among Fig. 1; And
Fig. 4-Fig. 7 is attachment mechanism each different view in construction elevator jacking process of superelevation layer construction elevator of the present invention.
The specific embodiment
See also Fig. 1, the invention provides a kind of attachment mechanism of superelevation layer construction elevator, be applied in the backform system, comprise attached wall spare 1, rail guide piece 2 and rolling member 3, one end and the elevator standard of attached wall spare 1 save 4 captives joint, and the other end and rail guide piece 2 fix by bolt; One end of rolling member 3 and the inner frame of jacking mould bases 5 are bolted to connection, and the other end rolls with rail guide piece 2 and is connected; Wherein, when 5 jackings of jacking mould bases, attached wall spare 1 and rail guide piece 2 maintain static, and rolling member 3 rolls on rail guide piece 2, and with 5 jackings of jacking mould bases.
Particularly, rail guide piece 2 is the assembly set that successively a guide rail standard knot 201 is formed, and adopts detachable captive joint between the guide rail standard knot 201, and guide rail standard knot 201 comprises two sections guide rail 201a that vertically be arranged in parallel.Preferably, in the present embodiment, the quantity of guide rail standard knot 201 is 15, the quantity of attached wall spare 1 is 30, the quantity of rolling member 3 is three, each rolling member 3 evenly is arranged on the guide rail standard knot 201 with a determining deviation, and per two attached wall spares 1 are the corresponding top and bottom that are installed on guide rail standard knot 201 respectively.
Please continue to consult Fig. 1, Fig. 2 and Fig. 3, rolling member 3 comprises rolling member 301, following rolling member 302, first adjust bar 303 and second adjust bar 304, last rolling member 301 is identical with following rolling member 302 structures and be and be horizontally disposed with, and the two ends of its homonymy are equipped with and connect otic placode 305.Two first adjusts bar 303 that vertically arrange respectively be arranged on rolling member 301 and down rolling member 302 homonymies be spirally connected with the otic placode 305 that is connected of end, two second adjusts bar 304 that be arranged in parallel respectively be arranged on rolling member 301 reach under the otic placode that is connected of rolling member 302 homonymy heterodoxies be spirally connected.
As shown in Figures 2 and 3, attached wall spare 1 is U-shaped framing member, comprise first attachment arm 101, second attachment arm 102 and pipe link 103, one end of first attachment arm 101 and second attachment arm 102 is fixing with the two ends welding of pipe link 103 respectively, be equipped with screw (not indicating among the figure) on first attachment arm 101, second attachment arm 102 and the pipe link 103, attached wall spare 1 is spirally connected fixing with elevator standard joint 4 and guide rail standard knot 201 respectively by screw.Last rolling member 301 comprises support unit 30101, attached wall unit 30102 and rolling unit 30103, attached wall unit 30102 and rolling unit 30103 are captiveed joint with support unit 30101 in the both sides of support unit 30101 respectively, support unit 30101 comprises: body frame 30101a, the 3rd adjust bar 30101b, the 4th adjust bar 30101c, body frame 30101a is the rectangle steel structure, has been provided with the oblique trombone slide (not indicating among the figure) of strengthening fixation in its diagonal positions; The end of the 3rd adjust bar 30101b and body frame 30101a are by bolt, and the other end is captiveed joint with attached wall unit 30102; The end of the 4th adjust bar 30101c and body frame 30101a are by bolt, and the other end is captiveed joint with attached wall unit 30102.Attached wall unit 30102 comprises the first attached wall seat 30102a, the second attached wall seat 30102b and the 5th adjust bar 30102c, the end of the first attached wall seat 30102a is captiveed joint by nut with the 3rd adjust bar 30101b, and the other end is captiveed joint with the inner frame of jacking mould bases 5; The end of the second attached wall seat 30102b is captiveed joint by nut with the 4th adjust bar 30101c, and the other end is captiveed joint with the inner frame of jacking mould bases 5; An end and the body frame 30101a of the 5th adjust bar 30102c fixedly are spirally connected, and the inner frame of the other end and jacking mould bases 5 fixedly is spirally connected.
Please continue to consult Fig. 2 and Fig. 3, rolling unit 30103 comprises: pulley base 30103a and assembly pulley 30103b, pulley base 30103a comprises pipe link 30103a1 and erecting frame 30103a2, erecting frame 30103a2 comprises base plate 30103a21, reaches side plate 30103a22, the quantity of side plate 30103a22 is two, is vertically installed in the two ends of base plate 30103a21 respectively and is welded as a whole with base plate 30103a21; An end and the base plate 30103a21 of pipe link 30103a1 are bolted to connection, and the other end is captiveed joint with body frame 30101a, and assembly pulley 30103b is arranged on the pulley base; Wherein, the quantity of assembly pulley 30103b is two groups, and correspondence is arranged on the side plate 30103a22 respectively.Assembly pulley 30103b comprises the first pulley 30103b1, the second pulley 30103b2 and the 3rd pulley 30103b3, the first pulley 30103b1, the second pulley 30103b2 are set in parallel in side plate 30103a22 in the same direction and go up and be located along the same line, and the 3rd pulley 30103b3 is captiveed joint with side plate 30103a22 and with the first pulley 30103b1 and second pulley 30103b2 is vertical arranges; Wherein, guide rail 201a passes pulley base 30103a, and is connected with the first pulley 30103b1, the second pulley 30103b2 and the 3rd pulley 30103b3 rolling.
Please refer to Fig. 4-Fig. 7, in the present embodiment, the jacking method of superelevation layer construction elevator of the present invention may further comprise the steps:
S100: assembling elevator standard joint 4 is elevator hoistways, assembles 15 guide rail standard knots 201 and is rail guide piece 2, and at rail guide piece 2 30 attached wall spares 1 are installed, and per two attached wall spares 1 are corresponding to the top and bottom of a guide rail standard knot 201; 30 attached wall spares 1 are installed on elevator hoistways, per two attached wall spares 1 are corresponding to the top and bottom of an elevator standard joint 4.
In this step, the height of each guide rail standard knot 201 and elevator standard joint 4 and rolling member 3 are suitable.
S101: an end of three rolling members 3 is captiveed joint with the inner frame of jacking mould bases 5, and the other end rolls with rail guide piece 2 and is connected;
In this step, as shown in Figure 4, an end of the attached wall seat of rolling member 3 (indicating among the figure) is captiveed joint with the inner frame of jacking mould bases 5; The other end of attached wall seat is captiveed joint by nut with the 3rd adjust bar (not indicating among the figure) and the 4th adjust bar (not indicating among the figure) respectively, one end of the 5th adjust bar (not indicating among the figure) and body frame (not indicating among the figure) fixedly are spirally connected, and the inner frame of the other end and jacking mould bases 5 fixedly is spirally connected.Adjusting by the 3rd adjust bar, the 4th adjust bar and the 5th adjust bar cooperates, and makes rail guide piece 2 be expanded in length and short transverse, to adapt to concrete construction and installation needs.
S102: story height of jacking mould bases 5 jackings, drive rolling member 3 and roll along rail guide piece 2, and the story height that rises synchronously;
In this step, as shown in Figure 5, one end of rolling member 3 rolls along the two piece guide rail 201as of vertical direction at rail guide piece 2 by the assembly pulley (not indicating among the figure) on the rolling unit (not indicating among the figure), the other end is captiveed joint with jacking mould bases 5, and drives the story height that rises synchronously by jacking mould bases 5.
S103: install at least three elevator standard joints 4 additional in the top of elevator hoistways, make elevator cage 6 in the jacking process, can rise to the end face of jacking mould bases 5;
In this step, as shown in Figure 6, in order to make elevator cage 6 in the jacking process, can rise to the end face of jacking mould bases 5, must make platform that the height of elevator hoistways is higher than jacking mould bases 5 at least greater than the height of elevator cage 6.
S104: six attached wall spares 1 and three guide rail standard knot 201 dismountings that will be attached to the elevator hoistways lower end, 1 transfer of six attached wall spares is installed on the elevator standard joint 4 that installs additional among the step S105, and three guide rail standard knots 201 and other guide rail standard knots 201 are re-assemblied.
In this step, as shown in Figure 7, dismounting attached wall spare 1 is connected with the bolt of the elevator standard joint 201 of elevator hoistways lower end and rolling member 3 is connected with the rolling of corresponding guide rail standard knot 201, transfer is installed on the elevator standard joint 4 that installs additional among the step S105, and is ready for preparing 5 jackings next time of jacking mould bases.
Be different from the situation of prior art, the attachment mechanism of superelevation layer construction elevator of the present invention links to each other the elevator standard joint by rolling member, rail guide piece and attached wall spare with the jacking mould bases, in the jacking process of jacking mould bases, the attached wall spare that links to each other with the elevator standard joint maintains static, described rolling member rolls on described rail guide piece, and with the jacking of jacking mould bases, thereby make that construction elevator can be to the backform roof panel on disposable, and guarantee the same normal operation of elevator in the mould bases jacking process.Simultaneously, attachment mechanism of the present invention does not need rolling member is dismantled before and after the backform jacking, only needs each lifting required part attached wall spare and rail guide piece are shifted again, installs, and improves installation effectiveness greatly, thereby has accelerated construction speed.
The above only is embodiments of the invention; be not so limit claim of the present invention; every equivalent structure or equivalent flow process conversion that utilizes specification sheets of the present invention and accompanying drawing content to do; or directly or indirectly be used in other relevant technical fields, all in like manner be included in the scope of patent protection of the present invention.
Claims (10)
1. the attachment mechanism of a superelevation layer construction elevator is applied to it is characterized in that in the backform system, comprises attached wall spare, rail guide piece and rolling member, and an end of described attached wall spare is captiveed joint with the elevator standard joint, and the other end and described rail guide piece fix by bolt; One end of described rolling member and the inner frame of jacking mould bases are bolted to connection, and the other end rolls with described rail guide piece and is connected;
Wherein, when described jacking mould bases jacking, described attached wall spare and described rail guide piece maintain static, and described rolling member rolls on described rail guide piece, and with the jacking of described jacking mould bases.
2. attachment mechanism according to claim 1 is characterized in that, described rail guide piece is the assembly set that successively a guide rail standard knot is formed, and adopts detachable captive joint between the described guide rail standard knot; Wherein, described guide rail standard knot comprises two sections guide rails that vertically be arranged in parallel.
3. attachment mechanism according to claim 1, it is characterized in that, described attached wall spare is U-shaped framing member, comprise first attachment arm, second attachment arm and pipe link, one end of described first attachment arm and described second attachment arm is fixing with the two ends welding of described pipe link respectively, be equipped with screw on described first attachment arm, described second attachment arm and the described pipe link, described attached wall spare is spirally connected fixing with described elevator standard joint and described guide rail standard knot respectively by described screw.
4. attachment mechanism according to claim 1, it is characterized in that, described rolling member comprises rolling member, down rolling member, first adjust bar and second adjust bar, and the described rolling member of going up is identical and be and be horizontally disposed with the described rolling member structure of descending, and the two ends of its homonymy are equipped with the connection otic placode; Two described first adjusts bar that vertically arrange are spirally connected with the described otic placode that is connected of end with being arranged on described rolling member and the described rolling member homonymy down gone up respectively, and two described second adjusts bar that be arranged in parallel are describedly gone up rolling member and the described described otic placode that is connected of rolling member homonymy heterodoxy down is spirally connected with being arranged on respectively.
5. attachment mechanism according to claim 4, it is characterized in that, the described rolling member of going up comprises support unit, attached wall unit and rolling unit, and described attached wall unit and described rolling unit are captiveed joint with described support unit in the both sides of described support unit respectively, and described support unit comprises:
Body frame, described body frame are the rectangle steel structure, have been provided with the oblique trombone slide of strengthening fixation in its diagonal positions;
The 3rd adjust bar, an end of described the 3rd adjust bar and described body frame are by bolt, and the other end is captiveed joint with described attached wall unit;
The 4th adjust bar, an end of described the 4th adjust bar and described body frame are by bolt, and the other end is captiveed joint with described attached wall unit;
Described attached wall unit comprises:
The first attached wall seat, an end of described attached wall seat is captiveed joint by nut with described the 3rd adjust bar, and the other end is captiveed joint with the inner frame of described jacking mould bases;
The second attached wall seat, an end of described attached wall seat is captiveed joint by nut with described the 4th adjust bar, and the other end is captiveed joint with the inner frame of described jacking mould bases;
The 5th adjust bar, an end and the described body frame of described the 5th adjust bar fixedly are spirally connected, and the inner frame of the other end and described jacking mould bases fixedly is spirally connected.
6. attachment mechanism according to claim 5 is characterized in that, described rolling unit comprises:
Pulley base, described pulley base comprises pipe link and erecting frame, and described erecting frame comprises base plate, and side plate, and the quantity of described side plate is two, is vertically installed in the two ends of described base plate respectively and is welded as a whole with described base plate; One end and the described base plate of described pipe link are bolted to connection, and the other end is captiveed joint with described body frame;
Assembly pulley, described assembly pulley are arranged on the described pulley base;
Wherein, the quantity of described assembly pulley is two groups, and correspondence is arranged on the described side plate respectively.
7. attachment mechanism according to claim 6, it is characterized in that, described assembly pulley comprises first pulley, second pulley and the 3rd pulley, described first pulley, described second pulley are set in parallel on the described side plate in the same direction and are located along the same line, described the 3rd pulley captive joint with described side plate and with described first pulley and vertical setting of described second pulley;
Wherein, described guide rail passes described pulley base, and is connected with described first pulley, described second pulley and described the 3rd pulley rolling.
8. according to any described attachment mechanism of claim of claim 1-7, it is characterized in that, the quantity of described guide rail standard knot is 15, the quantity of described attached wall spare is 30, the quantity of described rolling member is three, each described rolling member evenly is arranged on the described guide rail standard knot with a determining deviation, and per two described attached wall spares are the corresponding top and bottom that are installed on described guide rail standard knot respectively.
9. the jacking method of a superelevation layer construction elevator uses the attachment mechanism according to any described superelevation layer construction elevator of claim 1-8, it is characterized in that described jacking method may further comprise the steps:
S101: an end of three rolling members is captiveed joint with the inner frame of jacking mould bases, and the other end rolls with rail guide piece and is connected;
S102: story height of described jacking mould bases jacking, drive described rolling member and roll along described rail guide piece, and the story height that rises synchronously;
S103: install at least three described elevator standard joints additional in the top of described elevator hoistways, make described elevator cage in the jacking process, can rise to the end face of described jacking mould bases;
S104: six described attached wall spares and three described guide rail standard knot dismountings that will be attached to described elevator hoistways lower end, six described attached wall spares transfers are installed on the described elevator standard joint that installs additional among the step S105, and three described guide rail standard knots and other described guide rail standard knots are re-assemblied.
10. a kind of jacking method according to claim 9 is characterized in that, the described method of taking down the exhibits further comprised before described S101:
S100: assembling elevator standard joint is elevator hoistways, and assembling 15 guide rail standard knots is rail guide piece, and at described rail guide piece 30 attached wall spares is installed, and per two described attached wall spares are corresponding to the top and bottom of a described guide rail standard knot; 30 attached wall spares are installed on described elevator hoistways, per two described attached wall spares are corresponding to the top and bottom of a described elevator standard joint.
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| CN201310290688.7A CN103342269B (en) | 2013-07-11 | 2013-07-11 | A kind of attachment mechanism of Super High construction elevator and jacking method |
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| CN201310290688.7A CN103342269B (en) | 2013-07-11 | 2013-07-11 | A kind of attachment mechanism of Super High construction elevator and jacking method |
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| CN112900825A (en) * | 2021-01-21 | 2021-06-04 | 中建三局四川建筑装备有限公司 | Well is from climbing operation platform |
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| CN103741790A (en) * | 2014-01-10 | 2014-04-23 | 中天建设集团有限公司 | Construction elevator connecting bracket special for building with oblique external wall |
| CN103741790B (en) * | 2014-01-10 | 2016-04-20 | 中天建设集团有限公司 | A kind of inclination alien invasion builds special construction elevator connection bracket |
| CN103723600A (en) * | 2014-01-17 | 2014-04-16 | 上海建工集团股份有限公司 | Wall attaching device of construction elevator steel charging platform as well as operation method of wall attaching device |
| CN104310165A (en) * | 2014-09-29 | 2015-01-28 | 中建三局集团有限公司 | Guide rail type adhesion construction lifter and construction method thereof |
| CN104326338A (en) * | 2014-09-29 | 2015-02-04 | 中国建筑第八工程局有限公司 | Jacking platform downwards hung elevator |
| CN107235401A (en) * | 2017-07-28 | 2017-10-10 | 中建四局第建筑工程有限公司 | The slip wall-attaching equipment and its application method of connection construction elevator and creeping formwork support body |
| CN108190685A (en) * | 2017-12-28 | 2018-06-22 | 上海建工二建集团有限公司 | Movable type super high-rise construction elevator guide rail frame attachment device and construction method thereof |
| CN108532769A (en) * | 2018-06-29 | 2018-09-14 | 华城(天津)建筑科技有限公司 | A kind of jack-up construction method of the additional elevator shaft structure of assembled |
| CN108625483A (en) * | 2018-06-29 | 2018-10-09 | 华城(天津)建筑科技有限公司 | A kind of equipment for the additional elevator shaft structure jack-up construction of assembled |
| CN108625483B (en) * | 2018-06-29 | 2024-04-16 | 华城(天津)建筑科技有限公司 | Equipment for jacking construction of assembled additional elevator shaft structure |
| CN108996363A (en) * | 2018-07-21 | 2018-12-14 | 筑梦高科建筑有限公司 | A kind of structure that lifter for building construction is connected with building climbing mould bases |
| WO2021073239A1 (en) * | 2019-10-17 | 2021-04-22 | 中建三局集团有限公司 | Temperature adaptive construction lift with counterweight segmented unloading and implementation method |
| CN110817648A (en) * | 2019-11-14 | 2020-02-21 | 中亿丰建设集团股份有限公司 | Temporary supporting structure system for wall-attached frame installation of ultra-long-distance construction elevator |
| CN112591582A (en) * | 2020-10-30 | 2021-04-02 | 河北亿安工程技术股份有限公司 | Lifting device for transporting personnel in elevator shaft during construction of main structure |
| CN112591582B (en) * | 2020-10-30 | 2024-05-17 | 河北亿安工程技术股份有限公司 | Lifting equipment for transporting personnel in elevator shaft during construction of main body structure |
| CN112499435B (en) * | 2020-12-04 | 2023-10-31 | 保利新联***工程集团有限公司 | House construction reinforcing method and device using BIM technology |
| CN112499435A (en) * | 2020-12-04 | 2021-03-16 | 保利新联***工程集团有限公司 | House construction reinforcing method and device by utilizing BIM technology |
| CN112900825A (en) * | 2021-01-21 | 2021-06-04 | 中建三局四川建筑装备有限公司 | Well is from climbing operation platform |
| CN113979265A (en) * | 2021-11-11 | 2022-01-28 | 苏州东奥德森电梯有限公司 | Building construction lifting method |
| WO2023082951A1 (en) * | 2021-11-11 | 2023-05-19 | 苏州东奥德森电梯有限公司 | Building construction lifting/lowering method |
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