CN101769076A - Method for lifting, hanging and installing frames of anti-vibration device for buildings - Google Patents
Method for lifting, hanging and installing frames of anti-vibration device for buildings Download PDFInfo
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- CN101769076A CN101769076A CN 200810208077 CN200810208077A CN101769076A CN 101769076 A CN101769076 A CN 101769076A CN 200810208077 CN200810208077 CN 200810208077 CN 200810208077 A CN200810208077 A CN 200810208077A CN 101769076 A CN101769076 A CN 101769076A
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Abstract
The invention relates to a method for lifting, hanging and installing frames of an anti-vibration device for buildings, belonging to the field of building construction methods and comprising the steps of: installing a balancing body supporting member, installing the frames, connecting the frames, hanging the frames, hanging a balancing body, removing a balancing body base, installing the balancing body, installing a central core shaft and the like. The method is suitable for the installation of the anti-vibration device on the buildings, the assembly of the anti-vibration device in areas with small working space and pre-assembly and installation engineering of a high-precision anti-vibration device.
Description
Technical field
Originally the construction method field that relates to high building is specially a kind of method for lifting, hanging and installing frames of anti-vibration device for buildings.
Background technology
In equipment installation project, using various mounting techniques.For the construction of high building equipment, adopt the conventional way of crane lifting usually.But, traditional conventional hanging method is to place space requirement height, installation accuracy is poor, lack control measure during lifting to equipment, if therefore equipment install be subjected to installation environment to influence working space comparatively narrow and small, the particularity of device structure can't adopt conventional hanging device and hanging method, perhaps precision of equipment installation requires when high, simple adopt conventional method in hoisting process, to bump probably and make and the equipment distortion influence equipment performance and outward appearance.Cause when preventing high wind, earthquake such as high building and excessively to rock and to shake, usually shock absorber can be installed in floor, shock absorber exceptionally, in, interior three layers of framework, middle body is the counterweight pendular body.Primary structure is that middle frame hangs on the outside framework, and inner frame hangs on the middle frame, and the counterweight pendular body hangs on the inner frame, and pendulum power huge during swing passes to the building body by being installed on big bearing base upstairs.The framework of shock absorber and counterweight are the related relations of hanging, all nested configuration layer by layer from the balance weight body of internal layer, inner frame, middle frame to outermost outside framework, and the shock absorber gross mass reaches 500 tons, and this complex structure, the huge equipment of quality adopt conventional hanging method to be difficult to satisfy construction requirement.
Summary of the invention
In order to overcome the defective of prior art, the equipment installation method that a kind of adaptive faculty is strong, installation accuracy is high is provided, the invention discloses a kind of method for lifting, hanging and installing frames of anti-vibration device for buildings.
The present invention reaches goal of the invention by following technical solution:
A kind of highrise building shock absorber method for lifting, hanging and installing frames comprises installation balance weight body support member, installation frame, connecting frame, hangs framework, hangs balance weight body, removes the balance weight body bearing, balance weight body is installed, central core shaft is installed, and it is characterized in that:
The balance weight body support member is installed to be comprised installation balance weight body bearing, the balance weight body base is installed and counterweight frame is installed; The steps include: earlier four balance weight body bearings to be installed on the basis, then balance weight body base and four balance weight body bearings are connected with bolt also fastening, with the supporter of formation one; Again counterweight frame and mounted supporter bottom are installed together with bolt, and fastening; Supporter top band shape of a hoof opening and adjust aperture position; The top of four balance weight body bearings of every shock absorber uses parallels to adjust the control absolute altitude in ± 3mm scope, four supporting-points are stressed evenly, and the levelness of assurance base for supporting top surface, the lifting of balance weight body base is entered the installation site, the sling point of lifting steel cable can not be on the contact site of base and bearing, adjust the placement direction of balance weight body base, the balance weight body base is fallen the position in abutment surface, whether back, the position inspection balance weight body that falls base drops on four abutment surface fully, as gapped with bearing, then use parallels to adjusting this support zone, guarantee that four bearings are all evenly stressed, the balance weight body base fall center that position back checks each limit of base whether with the central axes of package unit, center with four bearings before installation is a benchmark, emit the center line of a whole set of shock absorber on ground, the Deviation Control of each limit center line is in ± 3mm scope, the part is adjusted all around, and the position is connected and fixed base and bearing with bolt temporarily, after the balance weight body base is in place, directly over base, be inserted on the balance weight body base after counterweight frame adjusted direction of insertion, become as a whole, before being inserted in, counterweight frame need to use chain block to each face leveling of framework, counterweight frame contacts with the balance weight body base or partly overlaps fashionable preventing and moves in the horizontal direction, counterweight frame should become as a whole after being inserted in the balance weight body base fully, there are not tangible seam and dislocation, the center line of the counterweight frame of installation and the center line of a whole set of shock absorber are adjusted, and departure is at ± 3mm;
Installation frame comprises emits frame supported installing and locating line, installation frame support, installation inner frame, bearing wall and frame structure size adjusting, installation middle frame, the adjustment of middle frame physical dimension, installation outside framework, the adjustment of outside framework physical dimension; When supporting, installation frame locatees each frame supported position according to the center line of a whole set of shock absorber, the physical dimension error is adjusted by ± 10mm, the upper surface of frame supported keeps level, A, frame type B bracing staggered are arranged, the frame supported absolute altitude of same types is controlled at ± 3mm, and the use parallels that can not meet the demands is adjusted absolute altitude;
When installation frame supports the high end face in frame supported top in the outside, low end face is placed inner frame in the inboard at inner crest face; On the outside, place middle frame;
Inner frame is installed to carry out after the frame supported installation;
Middle frame is installed is carried out after finishing in inner frame installation, correction, middle frame is installed, is adjusted according to the identical mounting method of inner frame;
Outside framework is installed is carried out after finishing in middle frame installation, correction, outside framework is the burst foundation by the suspension column that the basis is installed, each suspension column a slice, and altogether individual basic suspension column overlaps and hangs steel rope sleeve.
Connecting frame comprises pillar between the fastening and installation frame of high-strength bolt;
Balance weight body is installed after installing all steel cables and removing frame supported, carries out, hang and install balance weight body;
Remove a pillar and a balance weight body bearing between framework at last; The driving shaft core is installed.
The method for lifting, hanging and installing frames of described anti-vibration device for buildings is characterized in that: adopt hydraulic jack as the jacking instrument.
Adopt the present invention to hang, install shock absorber at high building, go for working space is narrow and small and installation accuracy is high one-tenth and occasion, even if owing to interior outwards the installation causes working space to diminish gradually, and hang that the physique amount is big, installation accuracy is high, can obtain satisfied installation effect.
Description of drawings
Fig. 1 is the schematic diagram that the balance weight body bearing is installed among the present invention;
Fig. 2 is the schematic diagram that the balance weight body base is installed among the present invention;
Fig. 3 is the schematic diagram that counterweight frame is installed among the present invention;
Fig. 4 is the schematic diagram that installation frame supports among the present invention;
Fig. 5 is the schematic diagram that inner frame is installed among the present invention;
Fig. 6 is the schematic diagram that middle frame is installed among the present invention;
Fig. 7 is the schematic diagram that outside framework is installed among the present invention;
Fig. 8 is the schematic diagram of pillar between installation frame among the present invention;
Fig. 9 is the schematic diagram that first's balance weight body is installed among the present invention;
Figure 10 is the schematic diagram that the second portion balance weight body is installed among the present invention;
Figure 11 is the schematic diagram that the driving shaft core is installed among the present invention;
Figure 12 is the structural representation after the present invention finishes installation.
The specific embodiment
Below further specify the present invention by specific embodiment.
Embodiment 1
A kind of highrise building shock absorber method for lifting, hanging and installing frames comprises installation balance weight body support member, installation frame, connecting frame, hangs framework, hangs balance weight body, removes the balance weight body bearing, balance weight body is installed, central core shaft is installed, and concrete steps are:
The balance weight body support member is installed to be comprised installation balance weight body bearing 101, balance weight body base 102 is installed and counterweight frame 103 is installed; The steps include: earlier four balance weight body bearings 101 to be installed on the basis, as shown in Figure 1; Then balance weight body base 102 and four balance weight body bearings are connected with bolt also fastening, with the supporter of formation one, as shown in Figure 2; Again counterweight frame 103 and mounted supporter bottom are installed together with bolt, and fastening, as shown in Figure 3; Supporter top band shape of a hoof opening and adjust aperture position; The top of four balance weight body bearings 101 of every shock absorber uses parallels to adjust the control absolute altitude in ± 3mm scope, four supporting-points are stressed evenly, and the levelness of assurance base for supporting top surface, 102 liftings of balance weight body base are entered the installation site, the sling point of lifting steel cable can not be on the contact site of base and bearing, adjust the placement direction of balance weight body base 102, balance weight body base 102 is fallen the position in abutment surface, whether back, the position inspection balance weight body that falls base 102 drops on four abutment surface fully, as gapped with bearing, then use parallels to adjusting this support zone, guarantee that four bearings are all evenly stressed, balance weight body base 102 fall center that position back checks each limit of base whether with the central axes of package unit, center with four bearings before installation is a benchmark, emit the center line of a whole set of shock absorber on ground, the Deviation Control of each limit center line is in ± 3mm scope, the part is adjusted all around, and the position is connected and fixed base and bearing with bolt temporarily, after balance weight body base 102 is in place, directly over base, be inserted on the balance weight body base 102 after counterweight frame 103 adjusted direction of insertion, become as a whole, before being inserted in, counterweight frame 103 need to use chain block to each face leveling of framework, counterweight frame 103 contacts with balance weight body base 102 or partly overlaps fashionable preventing and moves in the horizontal direction, counterweight frame 103 should become as a whole after being inserted in balance weight body base 102 fully, there are not tangible seam and dislocation, the center line of the counterweight frame 103 of installation and the center line of a whole set of shock absorber are adjusted, and departure is at ± 3mm;
Installation frame comprises emits frame supported installing and locating line, installation frame support 104, installation inner frame 2, bearing wall and frame structure size adjusting, installation middle frame 3, the adjustment of middle frame physical dimension, installation outside framework 4, the adjustment of outside framework physical dimension; Installation frame supports 104 as shown in Figure 4, locate each frame supported position according to the center line of a whole set of shock absorber, the physical dimension error is adjusted by ± 10mm, the upper surface of frame supported 104 keeps level, A, frame type B support 104 interlaced arrangement, frame supported 104 absolute altitudes of same types are controlled at ± 3mm, and the use parallels that can not meet the demands is adjusted absolute altitude;
Outside framework 4 is installed as shown in Figure 7, is installed at middle frame 3, proofread and correct and carry out after finishing, outside framework 4 is the burst foundation by the suspension column that the basis is installed, each suspension column a slice, and totally 8 basic suspension columns, 4 covers are hung steel rope sleeve.
Connecting frame comprises pillar 105 between the fastening and installation frame of high-strength bolt, and pillar 105 as shown in Figure 8 between installation frame.
Remove pillar and 4 balance weight body bearings between framework at last; Driving shaft core 106 is installed, as shown in figure 11.
After shock absorber installs as shown in figure 12.
In mounting method, adopt hydraulic jack as the jacking instrument.
Claims (2)
1. a highrise building shock absorber method for lifting, hanging and installing frames comprises installation balance weight body support member, installation frame, connecting frame, hangs framework, hangs balance weight body, removes the balance weight body bearing, balance weight body is installed, central core shaft is installed, and it is characterized in that:
The balance weight body support member is installed to be comprised installation balance weight body bearing (101), balance weight body base (102) is installed and counterweight frame (103) is installed; The steps include: earlier four balance weight body bearings (101) to be installed on the basis, then balance weight body base (102) and four balance weight body bearings are connected with bolt also fastening, with the supporter of formation one; Again counterweight frame (103) and mounted supporter bottom are installed together with bolt, and fastening; Supporter top band shape of a hoof opening and adjust aperture position; The top of four balance weight body bearings (101) of every shock absorber uses parallels to adjust the control absolute altitude in ± 3mm scope, four supporting-points are stressed evenly, and the levelness of assurance base for supporting top surface, balance weight body base (102) lifting is entered the installation site, the sling point of lifting steel cable can not be on the contact site of base and bearing, adjust the placement direction of balance weight body base (102), balance weight body base (102) is fallen the position in abutment surface, whether the position back inspection balance weight body base (102) that falls drops on four abutment surface fully, as gapped with bearing, then use parallels to adjusting this support zone, guarantee that four bearings are all evenly stressed, balance weight body base (102) fall center that position back checks each limit of base whether with the central axes of package unit, the Deviation Control of each limit center line is in ± 3mm scope, the part is adjusted all around, and the position is connected and fixed base and bearing with bolt temporarily, after balance weight body base (102) is in place, directly over base, be inserted on the balance weight body base (102) after counterweight frame (103) adjusted direction of insertion, become as a whole, before being inserted in, counterweight frame (103) need to use chain block to each face leveling of framework, counterweight frame (103) contacts with balance weight body base (102) or partly overlaps fashionable preventing and moves in the horizontal direction, the center line of the counterweight frame (103) of installation and the center line of a whole set of shock absorber are adjusted, and departure is at ± 3mm;
Installation frame comprises emits frame supported installing and locating line, installation frame support (104), installation inner frame (2), bearing wall and frame structure size adjusting, installation middle frame (3), the adjustment of middle frame physical dimension, installation outside framework (4), the adjustment of outside framework physical dimension; When supporting (104), installation frame locatees each frame supported position according to the center line of a whole set of shock absorber, the physical dimension error is adjusted by ± 10mm, the upper surface of frame supported (104) keeps level, A, frame type B support (104) interlaced arrangement, the frame supported of same types (104) absolute altitude is controlled at ± 3mm, and the use parallels that can not meet the demands is adjusted absolute altitude;
When installation frame supports (104) the high end face in frame supported (104) top in the outside, low end face is placed inner frame (2) in the inboard at inner crest face; On the outside, place middle frame (3);
Inner frame (2) is installed to carry out after frame supported (104) installation;
Middle frame (3) is installed is carried out after finishing in inner frame (2) installation, correction, middle frame (3) is installed, is adjusted according to the identical mounting method of inner frame (2);
Outside framework (4) is installed is installed at middle frame (3), proofread and correct and carry out after finishing, outside framework (4) is the burst foundation by the suspension column that the basis is installed, each suspension column a slice, and totally 8 basic suspension columns, 4 covers are hung steel rope sleeve.
Connecting frame comprises pillar (105) between the fastening and installation frame of high-strength bolt;
Balance weight body (101) is installed after installing all steel cables and removing frame supported, carries out, hang and install balance weight body (101);
Remove pillar and 4 balance weight body bearings between framework at last; Driving shaft core (106) is installed.
2. the method for lifting, hanging and installing frames of anti-vibration device for buildings as claimed in claim 1 is characterized in that: adopt hydraulic jack as the jacking instrument.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200810208077 CN101769076B (en) | 2008-12-29 | 2008-12-29 | Method for lifting, hanging and installing frames of anti-vibration device for buildings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200810208077 CN101769076B (en) | 2008-12-29 | 2008-12-29 | Method for lifting, hanging and installing frames of anti-vibration device for buildings |
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| Publication Number | Publication Date |
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| CN101769076A true CN101769076A (en) | 2010-07-07 |
| CN101769076B CN101769076B (en) | 2012-12-12 |
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| CN 200810208077 Active CN101769076B (en) | 2008-12-29 | 2008-12-29 | Method for lifting, hanging and installing frames of anti-vibration device for buildings |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105040990A (en) * | 2015-06-30 | 2015-11-11 | 上海市机械施工集团有限公司 | Construction method and construction device of pendulum electric eddy current tuned mass damper |
| CN107740506A (en) * | 2017-10-17 | 2018-02-27 | 中建局集团建设发展有限公司 | Large-tonnage HMD damper systems and its construction method |
| CN110424563A (en) * | 2019-08-12 | 2019-11-08 | 哈尔滨工业大学（深圳） | A kind of multi-functional vibration control damper for expanding module |
| CN110539846A (en) * | 2019-04-22 | 2019-12-06 | 深圳海油工程水下技术有限公司 | Gravity base |
| CN112282068A (en) * | 2020-11-02 | 2021-01-29 | 台州学院 | Assembled concrete building connection structure |
| CN112878694A (en) * | 2021-01-18 | 2021-06-01 | 中国建筑第八工程局有限公司 | Method for mounting spherical mass block of large ATMD (atom transfer printing machine) |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5469684A (en) * | 1993-08-10 | 1995-11-28 | Franklin; James W. | Concrete building frame construction method |
| CN1080801C (en) * | 1996-10-07 | 2002-03-13 | 邓庚厚 | Top-lifting building method of building from upper to lower |
| CN1987020B (en) * | 2005-12-20 | 2010-05-26 | 上海市机械施工有限公司 | Attached climbing type high mast structure mounting method and constructing device |
-
2008
- 2008-12-29 CN CN 200810208077 patent/CN101769076B/en active Active
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105040990A (en) * | 2015-06-30 | 2015-11-11 | 上海市机械施工集团有限公司 | Construction method and construction device of pendulum electric eddy current tuned mass damper |
| CN107740506A (en) * | 2017-10-17 | 2018-02-27 | 中建局集团建设发展有限公司 | Large-tonnage HMD damper systems and its construction method |
| CN107740506B (en) * | 2017-10-17 | 2023-08-22 | 中建一局集团建设发展有限公司 | Large-tonnage HMD damper system and construction method thereof |
| CN110539846A (en) * | 2019-04-22 | 2019-12-06 | 深圳海油工程水下技术有限公司 | Gravity base |
| CN110424563A (en) * | 2019-08-12 | 2019-11-08 | 哈尔滨工业大学（深圳） | A kind of multi-functional vibration control damper for expanding module |
| CN110424563B (en) * | 2019-08-12 | 2021-05-18 | 哈尔滨工业大学（深圳） | Vibration control damper of multifunctional expandable module |
| CN112282068A (en) * | 2020-11-02 | 2021-01-29 | 台州学院 | Assembled concrete building connection structure |
| CN112878694A (en) * | 2021-01-18 | 2021-06-01 | 中国建筑第八工程局有限公司 | Method for mounting spherical mass block of large ATMD (atom transfer printing machine) |
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| Publication number | Publication date |
|---|---|
| CN101769076B (en) | 2012-12-12 |
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