CN203846793U - Active reinforcing support rack used during monolithic movement of tower building - Google Patents
Active reinforcing support rack used during monolithic movement of tower building Download PDFInfo
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- CN203846793U CN203846793U CN201420099325.5U CN201420099325U CN203846793U CN 203846793 U CN203846793 U CN 203846793U CN 201420099325 U CN201420099325 U CN 201420099325U CN 203846793 U CN203846793 U CN 203846793U
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Abstract
The utility model discloses an active reinforcing support rack used during monolithic movement of a tower building. The active reinforcing support rack refers to a reinforcing support truss which applies pretightening force to a to-be-reinforced structure in advance before the structure bears external load so as to increase structural integrity. The active reinforcing support rack comprises an inner support rack body and an outer support rack body which are fixed on the inner side and the outer side of a tower body. The bottoms of the inner support rack body and the outer support rack body are connected with the tower base at the bottom of the tower body. The inner support rack body and the outer support rack body are of a truss structure. The active reinforcing support rack has the advantages that by the continuous truss structures respectively disposed on the outer side and the inner side of the tower building, the rigidity of the tower body is enhanced during underpinning and monolithic movement, internal force and deformation of the tower body are controlled, tower body damage during underpinning and monolithic movement is reduced, the inner and outer truss structures and the tower body are in contact connection instead of actual connection, and damage to the tower body is avoided.
Description
Technical field
The utility model relates to structure trunk resist technology field in building translation process, relate in particular in a kind of Tower Building integrated translation process, use initiatively reinforce bracing frame.
Background technology
Chinese ancient architecture is the important component part of Chinese civilization, is the important carrier that passes on and develop China's culture in 5,000 years, at aspects such as history, art, culture, science, all has important value.At present, China is in the urbanization accelerated development stage, and in urban construction, protection is comparatively outstanding with the contradiction of exploitation.Along with society carries out the consciousness enhancing of effectively protection to city traditional style and historical building; and will continue history culture; the idea that makes traditional culture become the organic component in our urban environment is applied in urban construction; building translation technology is as a kind of emerging construction technology; along with the quickening of urban renewal, obtain applying more and more widely.
Ancient tower is one of main Types of Chinese ancient architecture, is high-rise buildings, mostly is brick or stone masonry construction, from great, intensity is low, floor space is little, center of gravity is high, globality is poor, deformability is also poor.In the work progresss such as foundation underpinning, translation, ground produces larger disturbance, thereby easily produces differential settlement, inclination and vibration damage, need to before translation, to building, reinforce, and the historical relic that traditional reinforcement means easily destroys building is worth.
Utility model content
Technical problem to be solved in the utility model be to provide in a kind of Tower Building integrated translation process, use initiatively reinforce bracing frame, by initiatively reinforcing underpining with the translation row that advances tower, inner support frame and outer support frame peacefully have certain clamping force to building itself in moving past journey underpining, improve its structural entity Rigidity and strength, prevent in translation process because building discontinuity causes damage, the active reinforcement system and the tower body that increase do not have direct connection relational simultaneously, prevent secondary damage, guarantee that building is harmless in whole process is constructed in translation.
For solving the problems of the technologies described above, technical solution adopted in the utility model is: that in a kind of Tower Building integrated translation process, uses initiatively reinforces bracing frame, comprise the outer support frame that is fixedly located in tower body outside, described outer support frame bottom is connected with the column foot of tower body bottom, described outer support frame is trussed construction, it comprise perpendicular to the triangular truss of the outer facade of tower body with for being connected the rectangle truss of adjacent triangular truss, described outer support frame inner side is provided with the counter-force supporting mechanism being evenly arranged along tower body short transverse.
Also comprise inner support frame, described inner support frame is the trussed construction that cross sectional shape is identical with tower body inner wall section shape, between described inner support frame outboard beam and tower body inwall, is also provided with counter-force supporting mechanism.
Described counter-force supporting mechanism comprises the horizontal batten that is adjacent to tower body sidewall, for compressing the angle steel of batten, be laterally fixed at channel-section steel, the bolt vertical with angle steel and the swivel nut coordinating with bolt of rectangle truss inner side, described bolt is through the through hole arranging on channel-section steel, through hole on described swivel nut and channel-section steel is coaxially fixing, every cover counter-force supporting mechanism arranges the above bolt of two covers and swivel nut, between described angle steel and batten, is provided with steel plate.
Described every layer of tower body inner side and outside all arrange two cover counter-force supporting mechanisms, described in be positioned at inside tower body relative with the counter-force supporting mechanism position in outside.
Described outer support frame is all fixedly connected with column foot with inner support frame bottom.
Described rectangle truss comprises outboard beam, interior side lever and web member, the channel-section steel level of described counter-force supporting mechanism is located on interior side lever, between described interior side lever, outboard beam and web member, weld, described triangular truss comprises outboard beam, interior side lever and web member, the outboard beam of the outboard beam of described triangular truss and rectangle truss shares, the interior side lever of described triangular truss and the interior side lever of rectangle truss share, the web member outer end of described triangular truss and the weldering of triangular truss outboard beam, its inner and interior side lever welding of triangular truss.
Described inner support frame comprises outboard beam and interior side lever, and its outboard beam is adjacent to by means of counter-force supporting mechanism and tower body inwall, and in it, side lever is the spoke-like structure evenly arranging along tower body short transverse.
The beneficial effect that adopts technique scheme to produce is: by continuous trussed construction being set respectively in tower building outside and inner side, between inside and outside trussed construction and tower body inner and outer wall, counter-force supporting mechanism is set, and the counter-force supporting mechanism of inside and outside setting is corresponding, inside and outside pretension after counter-force supporting mechanism, to tower body, there is certain pretightning force in inside and outside trussed construction, housing structure is initiatively reinforced, play a supporting role, underpining peaceful moving past in journey, inside and outside trussed construction is born the structural capacity of a part of tower body, prevent from causing damage because of tower body discontinuity, and inside and outside trussed construction itself belongs to contact with tower body and is connected, there is no actual syndeton, avoid housing structure to cause damage, guarantee the integrality in tower building translation process, improve efficiency of construction.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation;
Fig. 2 is the utility model sectional schematic diagram;
Fig. 3 is counter-force supporting mechanism structural representation;
Fig. 4 is the A-A sectional drawing of Fig. 3.
In the accompanying drawings: 1, outer support frame; 1-1, rectangle truss; 1-2, triangular truss; 2, column foot; 3, tower body; 4, batten; 5, inner support frame; 6, swivel nut; 7, bolt; 8, channel-section steel; 9, steel plate; 10, angle steel.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
Ancient tower is one of main Types of Chinese ancient architecture, is high-rise buildings, mostly is brick or stone masonry construction, from great, intensity is low, floor space is little, center of gravity is high, globality is poor, deformability is also poor.At foundation underpinning, in the work progresss such as translation, ground produces larger disturbance, thereby easily produce differential settlement, tilt and vibration damage, need to after translation, to building, carry out second consolidation, the historical relic that destroys building is worth, for this reason, the utility model discloses in a kind of Tower Building integrated translation process, use initiatively reinforce bracing frame, it is by arranging respectively in tower body inner side and outside inner support frame and the outer support frame that can bear the structural capacity of tower body in translation process, the local damage that prevents that tower body local pressure is inhomogeneous and cause, what the inner support frame in the utility model and outer support frame adopted is conventional trussed construction, its key is also the syndeton (referring to accompanying drawing 1-4) of trussed construction and tower body, its primary structure comprises the outer support frame 1 that is fixedly located in tower body 3 outsides, described outer support frame 1 bottom is connected with the column foot 2 of tower body 3 bottoms, between described outer support frame 1 and tower body 3, belonging to contact is connected, there is no actual syndeton, for stepping up in advance to reinforce, support, described outer support frame 1 is trussed construction, it comprise perpendicular to the triangular truss 1-2 of tower body 3 outer facades with for being connected the rectangle truss 1-1 of adjacent triangular truss, described rectangle truss 1-1 inner side is provided with the counter-force supporting mechanism being evenly arranged along tower body 3 short transverses, inner support frame 5, described inner support frame 5 is the trussed construction that cross sectional shape is identical with tower body 3 inner wall section shapes, between described inner support frame 5 outboard beam and tower body 3 inwalls, be also provided with counter-force supporting mechanism, in tower body inner side and outside, counter-force supporting mechanism is all set, and the counter-force supporting mechanism in interior outside is oppositely arranged, tower body surrounding all arranges rectangle truss, every cover rectangle truss evenly arranges many cover counter-force supporting mechanisms in short transverse, counter-force supporting mechanism holds out against rectangle truss and tower body, the counter-force supporting mechanism of inner side holds out against inner support frame and tower body, form and make a concerted effort, can bear tower body multidirectional stressed in translation process, play a supporting role, described counter-force supporting mechanism comprises the horizontal batten 4 being adjacent to tower body 3 sidewalls, for compressing the angle steel 10 of batten 4, laterally be fixed at the channel-section steel 8 of rectangle truss 1-1 inner side, the bolt 7 vertical with angle steel 10 and the swivel nut 6 coordinating with bolt 7, described bolt 7 is through the through hole arranging on channel-section steel 8, described swivel nut 6 is coaxially fixed on channel-section steel with the through hole on channel-section steel 8, every cover counter-force supporting mechanism setting at least two cover bolt 7 and swivel nuts 6, between described angle steel 10 and batten 4, be provided with steel plate 9, batten is directly fitted with tower body outer wall or inwall, avoid initiatively reinforcing bracing frame damage tower body, in installation process, can first in tower body surrounding, rectangle truss and triangular truss be installed, then at correspondence position, counter-force supporting mechanism is installed, bolt is wherein through the through hole on channel-section steel, when swivel bolt, bolt compresses angle steel, the other one end of bolt is by coordinating with swivel nut, compress channel-section steel.
Every layer of tower body 3 inner side and outside all arrange two cover counter-force supporting mechanisms, the described counter-force supporting mechanism position that is positioned at tower body 3 inner sides and outside is relative, counter-force supporting mechanism can arrange according to this body structure of tower body, should be normally, in every layer of bottom and top, counter-force supporting mechanism is all set, the density of counter-force supporting mechanism is larger, it is larger that inner support frame and outer support frame are born housing structure power, more even, can guarantee to a greater extent the safety of tower body.
Described outer support frame 1 is all fixedly connected with column foot 2 with inner support frame 5 bottoms, in the utility model, the column foot of indication is the carrying basis of again building according to housing structure before translation, this carries basic structural strength should carry tower body weight completely, inner support frame is connected with column foot with outer support frame bottom, can effectively strengthen tower body stability, inner support frame and outer support frame form the structure of surrounding to tower body, tower body is placed in the supporting and space of inner support frame and outer support frame formation, has reduced and underpined the peaceful damage that journey causes tower body that moves past.
Described rectangle truss 1-1 comprises outboard beam, interior side lever and web member, channel-section steel 8 levels of described counter-force supporting mechanism are located on interior side lever, described interior side lever, between the dry and web member in outside, weld, described triangular truss 1-2 comprises outboard beam, interior side lever and web member, the outboard beam of the outboard beam of described triangular truss 1-2 and rectangle truss 1-1 shares, the interior side lever of the interior side lever of described triangular truss 1-2 and rectangle truss 1-1 shares, the web member outer end of described triangular truss 1-2 and the weldering of triangular truss 1-2 outboard beam, its inner and interior side lever welding of triangular truss 1-2, described inner support frame 5 comprises outboard beam and interior side lever, its outboard beam is adjacent to by means of counter-force supporting mechanism and tower body 3 inwalls, in it, side lever is the spoke-like structure evenly arranging along tower body 3 short transverses, in every cover, side lever position is corresponding with the counter-force supporting mechanism arranging in outboard beam, inner support frame and outer support frame all adopt double-deck trussed construction, internal layer is mainly for the protection of tower body, skin is mainly used in carrying tower body weight, in translation process, can pass through internal layer rod member, web member and outer rod member transfer the load to again on cast-in-place column foot, the trussed construction that utilizes inner support frame and outer support frame to form is guaranteed the safety in tower body translation process.
In a word, the utility model is by arranging respectively continuous trussed construction in tower building outside and inner side, between inside and outside trussed construction and tower body inner and outer wall, counter-force supporting mechanism is set, and the counter-force supporting mechanism of inside and outside setting is corresponding, inside and outside pretension after counter-force supporting mechanism, to tower body, there is certain pretightning force in inside and outside trussed construction, housing structure is played a supporting role, in translation process, inside and outside trussed construction is born the structural capacity of a part of tower body, prevent from causing damage because of tower body discontinuity, and inside and outside trussed construction itself belongs to contact with tower body and is connected, there is no actual syndeton, avoid housing structure to cause damage, guarantee the integrality in tower building translation process, improve efficiency of construction, inner support frame structure of the present utility model and outer support frame form of structure can be selected according to different tower structures simultaneously, mainly that rod member shape will adapt with tower body outer wall and inner wall shape outside the inner side rod member shape of outer support frame and inner support frame, and bracing frame disclosed in the utility model has obtained verification experimental verification in practice of construction process, can guarantee tower body working security and integrality, be worth popularization in the field of business.
Claims (7)
1. that in a Tower Building integrated translation process, uses initiatively reinforces bracing frame, it is characterized in that: comprise the outer support frame (1) that is fixedly located in tower body (3) outside, described outer support frame (1) bottom is connected with the column foot (2) of tower body (3) bottom, described outer support frame (1) is trussed construction, it comprise perpendicular to the triangular truss (1-2) of the outer facade of tower body with for being connected the rectangle truss (1-1) of adjacent triangular truss (1-2), between the interior side lever of described outer support frame (1) and tower body (3), be provided with the counter-force supporting mechanism of arranging along tower body (3) short transverse.
2. that in Tower Building integrated translation process according to claim 1, uses initiatively reinforces bracing frame, it is characterized in that: also comprise inner support frame (5), described inner support frame (5) is the space truss structure that cross sectional shape is identical with tower body (3) inner wall section shape, between described inner support frame (5) outboard beam and tower body (3) inwall, is also provided with counter-force supporting mechanism.
3. that in Tower Building integrated translation process according to claim 1 and 2, uses initiatively reinforces bracing frame, it is characterized in that: described counter-force supporting mechanism comprises the horizontal batten (4) being adjacent to tower body (3) sidewall, be used for compressing the angle steel (10) of batten (4), laterally be fixed at the channel-section steel (8) of rectangle truss (1-1) inner side, the bolt (7) vertical with angle steel (10) and the swivel nut (6) coordinating with bolt (7), described bolt (7) is through the upper through hole arranging of channel-section steel (8), described swivel nut (6) is coaxially fixing with the through hole on channel-section steel (8), every cover counter-force supporting mechanism arranges the above bolt of two covers (7) and swivel nut (6), between described angle steel (10) and batten (4), be provided with steel plate (9).
4. that in Tower Building integrated translation process according to claim 3, uses initiatively reinforces bracing frame, it is characterized in that: inner side, each limit of every layer of tower body (3) and outside all arrange two cover counter-force supporting mechanisms, described in be positioned at inside tower body (3) relative with the counter-force supporting mechanism position in outside.
5. that in Tower Building integrated translation process according to claim 4, uses initiatively reinforces bracing frame, it is characterized in that: described outer support frame (1) is all fixedly connected with column foot (2) with inner support frame (5) bottom.
6. that in Tower Building integrated translation process according to claim 4, uses initiatively reinforces bracing frame, it is characterized in that: described rectangle truss (1-1) comprises outboard beam, interior side lever and web member, the channel-section steel of described counter-force supporting mechanism (8) level is located on interior side lever, described interior side lever, between outboard beam and web member, weld, described triangular truss (1-2) comprises outboard beam, interior side lever and web member, the outboard beam of the outboard beam of described triangular truss (1-2) and rectangle truss (1-1) shares, the interior side lever of the interior side lever of described triangular truss (1-2) and rectangle truss (1-1) shares, the web member outer end of described triangular truss (1-2) and the welding of triangular truss (1-2) outboard beam, its inner and interior side lever welding of triangular truss (1-2).
7. that in Tower Building integrated translation process according to claim 4, uses initiatively reinforces bracing frame, it is characterized in that: described inner support frame (5) comprises outboard beam and interior side lever, its outboard beam is adjacent to by means of counter-force supporting mechanism and tower body (3) inwall, and in it, side lever is the space truss structure evenly arranging along tower body (3) short transverse.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420099325.5U CN203846793U (en) | 2014-03-06 | 2014-03-06 | Active reinforcing support rack used during monolithic movement of tower building |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420099325.5U CN203846793U (en) | 2014-03-06 | 2014-03-06 | Active reinforcing support rack used during monolithic movement of tower building |
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| CN203846793U true CN203846793U (en) | 2014-09-24 |
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| CN201420099325.5U Expired - Fee Related CN203846793U (en) | 2014-03-06 | 2014-03-06 | Active reinforcing support rack used during monolithic movement of tower building |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107842212A (en) * | 2017-11-29 | 2018-03-27 | 中国建筑局（集团）有限公司 | A kind of architecture heritage push pipe cutting protection structure and its construction method |
| CN107934213A (en) * | 2017-12-26 | 2018-04-20 | 上海建工四建集团有限公司 | A kind of protective device and guard method for figure of buddha displacement |
| CN107956295A (en) * | 2017-12-06 | 2018-04-24 | 北京房修建筑工程有限公司 | A kind of Gu booth entirety lift structure and method |
-
2014
- 2014-03-06 CN CN201420099325.5U patent/CN203846793U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107842212A (en) * | 2017-11-29 | 2018-03-27 | 中国建筑局（集团）有限公司 | A kind of architecture heritage push pipe cutting protection structure and its construction method |
| CN107956295A (en) * | 2017-12-06 | 2018-04-24 | 北京房修建筑工程有限公司 | A kind of Gu booth entirety lift structure and method |
| CN107934213A (en) * | 2017-12-26 | 2018-04-20 | 上海建工四建集团有限公司 | A kind of protective device and guard method for figure of buddha displacement |
| CN107934213B (en) * | 2017-12-26 | 2023-05-09 | 上海建工四建集团有限公司 | Protection device and protection method for Buddha statue shift |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140924 Termination date: 20200306 |
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| CF01 | Termination of patent right due to non-payment of annual fee |