阅读说明：本技术 既有下沉老建筑同步抬升及隔震结构及其施工方法 (The synchronous lifting of existing sinking old building and isolation structure and its construction method ) 是由 徐磊 王彬楠 于 2019-07-18 设计创作，主要内容包括：本发明提供了一种既有下沉老建筑同步抬升及隔震结构及其施工方法,本发明包括：设置于所述条形基础的底面的两侧的土体内的桩基；包覆下部条形基础的顶面和侧面的承台,所述承台的底部与所述桩基的顶部连接成一体；设置于上部墙体结构的底面的上托盘梁,设置于承台的顶面的下托盘梁；设置于上托盘梁的两侧壁和上部墙体结构的下部两侧壁的夹墙梁墩；设置于千斤顶顶升后在上托盘梁和下托盘梁之间空出的第二空间内的橡胶支座。本发明采用了千斤顶顶升及设置橡胶支座的技术,提出了集基础加固、整体顶升及隔震于一体的既有建筑改造施工方案,解决了控制大面积既有建筑物整体顶升同步性的技术难题,具有先进性及经济性。(The present invention provides a kind of synchronous lifting of existing sinking old building and isolation structure and its construction method, the present invention includes: to be set to the intracorporal pile foundation of soil of the two sides of the bottom surface of the strip footing；The top surface of lower part strip footing and the cushion cap of side are coated, is linked into an integrated entity at the top of the bottom of the cushion cap and the pile foundation；It is set to the top tray beam of the bottom surface of upper wall body structure, is set to the lower tray beam of the top surface of cushion cap；It is set to the sandwich wall Liang Dun of the two sidewalls of top tray beam and the lower part two sidewalls of upper wall body structure；The rubber support being set in the second space vacated between top tray beam and lower tray beam after jack jacking.Present invention employs jack jacking and the technologies of setting rubber support, propose the reconstruction of existing building arrangement and method for construction for integrating strengthening of foundation, integral jacking and shock insulation, it solves the technical problem of control large area existing building integral jacking synchronism, there is advanced and economy.)

1. a kind of existing sinking old building synchronizes lifting and isolation structure characterized by comprising

The upper wall body structure and lower part strip footing of existing sinking old building, wherein the upper wall body structure and lower bar Shape basis is after cutting separation, and the upper wall body structure and lower part strip footing are there are the first spaces in-between；

It is set to the intracorporal pile foundation of soil of the two sides of the bottom surface of the lower part strip footing；

The top surface of the lower part strip footing and the cushion cap of side are coated, the bottom of the cushion cap is connect with the top of the pile foundation Integrally；

Be set to the top tray beam of the bottom surface of upper wall body structure, be set to the lower tray beam of the top surface of the cushion cap, it is described on Pallet beam and lower tray beam are set in first space, and the top tray beam and lower tray beam are oppositely arranged up and down, and on Under be separated by the first pre-determined distance；

It is set to the sandwich wall Liang Dun of the two sidewalls of the top tray beam and the lower part two sidewalls of upper wall body structure, the sandwich wall beam The bottom surface of pier is opposite with the top surface of the cushion cap, and is separated by the second pre-determined distance up and down, and second pre-determined distance is greater than described First pre-determined distance；

The top surface of jack, each jack is contacted with the bottom surface of sandwich wall Liang Dun, the bottom surface of each jack and the cushion cap Top surface contact；

The rubber being set in the second space vacated between the top tray beam and lower tray beam after the jack jacking Support, the top surface of the rubber support is opposite up and down with the bottom surface of the top tray beam, the bottom surface of the rubber support with it is described The top surface of lower tray beam contacts.

2. existing sinking old building as described in claim 1 synchronizes lifting and isolation structure, which is characterized in that the top tray The bottom surface of beam is embedded with the first fixing steel plate, and the top surface of the rubber support and first fixing steel plate are opposite up and down, described The top surface of lower tray beam is embedded with the second fixing steel plate, and the bottom surface of the rubber support is contacted with second fixing steel plate.

3. existing sinking old building as claimed in claim 2 synchronizes lifting and isolation structure, which is characterized in that the rubber branch Seat include:

Interval stacking fixed rubber layer and interlayer of steel plate；

It is fixed on the first steel plate sealing of the upper surface of the rubber layer of top layer, the first steel plate sealing and the first positioning steel Plate is opposite up and down；

It is fixed on the second steel plate sealing of the lower surface of the rubber layer of bottom, the second steel plate sealing and the second positioning steel Plate contact.

4. existing sinking old building as claimed in claim 3 synchronizes lifting and isolation structure, which is characterized in that first steel Plate sealing is connected and fixed with first fixing steel plate by the first bolt, the first nut；

The second steel plate sealing is connected and fixed with second fixing steel plate by the second bolt, the second nut.

5. existing sinking old building as described in claim 1 synchronizes lifting and isolation structure, which is characterized in that the sandwich wall beam The bottom surface of pier is embedded with the first fixation steel plate, and the top surface of the cushion cap is embedded with the second fixation steel plate, first fixation steel plate Opposite up and down with second fixation steel plate, the top surface of the jack is contacted with first fixation steel plate, the jack Bottom surface contacted with second fixation steel plate.

6. the construction method that a kind of existing sinking old building synchronizes lifting and isolation structure characterized by comprising

The upper wall body structure of existing sinking old building is lifted using static(al) cutting and jack technology, so that upper wall body structure With lower part strip footing there are the first spaces in-between, and upper wall body structure is reinforced；

Pile foundation is set in the soil body of the two sides of the bottom surface of the lower part strip footing；

It is arranged and coats the top surface of the lower part strip footing and the cushion cap of side, by the top of the bottom of the cushion cap and the pile foundation Portion links into an integrated entity；

Using the dynamic characteristics of acceleration transducer measurement upper wall body structure and lower part strip footing, and to upper wall body structure Structure Calculation is carried out with the quality of the existing sinking old building of determination and natural vibration period, by quality and self-vibration week with lower part strip footing Phase compares, and determines the shock insulation scheme of existing sinking old building；

Anti-seismic performance calculating is carried out to existing sinking old building based on the shock insulation scheme, it is true according to the anti-seismic performance being calculated Determine the parameters of rubber support and determines the installation site of rubber support；

Specification, quantity and the position of jacking jack used are determined according to the stress performance of existing sinking old building；

Existing sinking old building is divided into several construction sections, is constructed in batches the rubber support of each construction section according to storehouse principle is jumped The top tray beam and lower tray beam of installation site, wherein top tray beam is set on the bottom surface of upper wall body structure, is held described Lower tray beam is arranged in the top surface of platform, and the top tray beam and lower tray beam are set in first space, on described Pallet beam and lower tray beam are oppositely arranged up and down, and are separated by the first pre-determined distance up and down；

Sandwich wall Liang Dun is set in the two sidewalls of the top tray beam and the lower part two sidewalls of upper wall body structure, wherein will be described The bottom surface of sandwich wall Liang Dun is opposite with the top surface of the cushion cap, and is separated by the second pre-determined distance up and down, and second pre-determined distance is big In first pre-determined distance；

Steel structure support is set in the two sides to position of the jack, wherein by the top of the steel structure support It is connect with the sandwich wall Liang Dun, and the bottom of the steel structure support is connect with the cushion cap；

The jack is installed in the position, wherein the top surface of each jack is contacted with the bottom surface of sandwich wall Liang Dun, The bottom surface of each jack is contacted with the top surface of the cushion cap, and each jack is synchronized pre- jacking to guarantee upper wall body structure Uniform stressed；

The steel structure support is gradually removed using jump storehouse principle and observes the stability of the oil cylinder of each jack；

Upper wall body structure is jacked to the above 8mm of predetermined absolute altitude by each jack；

It is arranged in the second space vacated between the top tray beam and lower tray beam after upper wall body structure jacking Rubber support, wherein the top surface of the rubber support is opposite up and down with the bottom surface of the top tray beam, by the rubber support Bottom surface contacted with the top surface of the lower tray beam, and using level check rubber support gradient；

Each jack is recycled, by upper wall body structure dropping place to predetermined absolute altitude.

7. the construction method that existing sinking old building as claimed in claim 6 synchronizes lifting and isolation structure, which is characterized in that Top tray beam is set on the bottom surface of upper wall body structure, in the top surface of cushion cap setting lower tray beam,

The first fixing steel plate is buried in the bottom surface of the top tray beam, in the embedded second positioning steel in the top surface of the lower tray beam Plate；

It is arranged in the second space vacated between the top tray beam and lower tray beam after upper wall body structure jacking In rubber support,

The top surface of the rubber support and first fixing steel plate is opposite up and down, by the bottom surface of the rubber support with it is described The contact of second fixing steel plate.

8. the construction method that existing sinking old building as claimed in claim 7 synchronizes lifting and isolation structure, which is characterized in that The parameters of rubber support are determined according to the anti-seismic performance being calculated, comprising:

Every layer of rubber layer, the interlayer of steel plate, the first steel plate sealing, second of rubber support are determined according to the anti-seismic performance being calculated Thickness, the diameter of steel plate sealing steel plate；

It is arranged in the second space vacated between the top tray beam and lower tray beam after upper wall body structure jacking Before rubber support, further includes:

Every layer of rubber layer of rubber support, the thickness of interlayer of steel plate, interval between diameters layer are determined according to the anti-seismic performance being calculated Fold fixed rubber layer and interlayer of steel plate；

According to the anti-seismic performance being calculated determine the first steel plate sealing of rubber support, the thickness of the second steel plate sealing steel plate, Diameter fixes the first steel plate sealing in the upper surface of the rubber layer of top layer, fixes the second steel plate in the lower surface of the rubber layer of bottom Sealing, to obtain the rubber support；

It is arranged in the second space vacated between the top tray beam and lower tray beam after upper wall body structure jacking In rubber support,

First steel plate sealing of the rubber support and first fixing steel plate is opposite up and down, by the of the rubber support Two steel plate sealings are contacted with second fixing steel plate.

9. the construction method that existing sinking old building as claimed in claim 8 synchronizes lifting and isolation structure, which is characterized in that First steel plate sealing of the rubber support and first fixing steel plate is opposite up and down, by the second steel of the rubber support After plate sealing is contacted with second fixing steel plate, further includes:

The first steel plate sealing is connected and fixed with first fixing steel plate by the first bolt, the first nut；

The second steel plate sealing is connected and fixed with second fixing steel plate by the second bolt, the second nut.

10. existing sinking old building as claimed in claim 6 synchronizes the construction method of lifting and isolation structure, feature exists In, in the two sidewalls of the top tray beam and the lower part two sidewalls setting sandwich wall beam pier of upper wall body structure,

In pre-buried first fixation steel plate in the bottom surface of the sandwich wall Liang Dun, in pre-buried second fixation steel plate in the top surface of the cushion cap, In, first fixation steel plate and second fixation steel plate is opposite up and down；

In the two sides setting steel structure support to position of the jack,

The top of the steel structure support and first fixation steel plate are connected and fixed, the bottom of the steel structure support and institute The second fixation steel plate is stated to be connected and fixed；

It is installed in the jack in the position,

The top surface of the jack is contacted with first fixation steel plate, the bottom surface of the jack and described second are fixed Steel plate contact.

Technical field

The present invention relates to a kind of synchronous lifting of existing sinking old building and isolation structure and its construction methods.

Background technique

Since generation existing building design year is more remote, the case where lacking Aseismic Design, and be usually present sinking.Existing rank Section about integral jacking Historical Buildings occupied area it is usually smaller, and combine base isolation reinforcement in one improvement project more It is deficient.

Summary of the invention

The purpose of the present invention is to provide a kind of existing sinking old buildings to synchronize lifting and isolation structure and its construction method, It is able to solve the case where existing building lacks Aseismic Design and there are problems that.

To solve the above problems, the present invention provides a kind of synchronous lifting of existing sinking old building and isolation structure, comprising:

The upper wall body structure and lower part strip footing of existing sinking old building, wherein the upper wall body structure is under Portion's strip footing is after cutting separation, and the upper wall body structure and lower part strip footing are there are the first spaces in-between；

It is set to the intracorporal pile foundation of soil of the two sides of the bottom surface of the lower part strip footing；

Coat the top surface of the lower part strip footing and the cushion cap of side, the top of the bottom of the cushion cap and the pile foundation It links into an integrated entity；

It is set to the top tray beam of the bottom surface of upper wall body structure, is set to the lower tray beam of the top surface of the cushion cap, institute It states top tray beam and lower tray beam is set in first space, the top tray beam and lower tray beam are oppositely arranged up and down, And it is separated by the first pre-determined distance up and down；

It is set to the sandwich wall Liang Dun of the two sidewalls of the top tray beam and the lower part two sidewalls of upper wall body structure, the folder The bottom surface of wall beam pier is opposite with the top surface of the cushion cap, and is separated by the second pre-determined distance up and down, and second pre-determined distance is greater than First pre-determined distance；

The top surface of jack, each jack is contacted with the bottom surface of sandwich wall Liang Dun, and the bottom surface of each jack is held with described The top surface of platform contacts；

It is set in the second space vacated between the top tray beam and lower tray beam after the jack jacking Rubber support, the top surface of the rubber support is opposite up and down with the bottom surface of the top tray beam, the bottom surface of the rubber support with The top surface of the lower tray beam contacts.

Further, in said structure, the bottom surface of the top tray beam is embedded with the first fixing steel plate, the rubber branch The top surface and first fixing steel plate of seat are opposite up and down, and the top surface of the lower tray beam is embedded with the second fixing steel plate, described The bottom surface of rubber support is contacted with second fixing steel plate.

Further, in said structure, the rubber support includes:

Interval stacking fixed rubber layer and interlayer of steel plate；

It is fixed on the first steel plate sealing of the upper surface of the rubber layer of top layer, the first steel plate sealing is fixed with described first Position steel plate is opposite up and down；

It is fixed on the second steel plate sealing of the lower surface of the rubber layer of bottom, the second steel plate sealing is fixed with described second Position steel plate contact.

Further, in said structure, the first steel plate sealing and first fixing steel plate by the first bolt, First nut is connected and fixed；

The second steel plate sealing is connected and fixed with second fixing steel plate by the second bolt, the second nut.

Further, in said structure, the bottom surface of the sandwich wall Liang Dun is embedded with the first fixation steel plate, the cushion cap Top surface is embedded with the second fixation steel plate, and first fixation steel plate and second fixation steel plate are opposite up and down, the jack Top surface contacted with first fixation steel plate, the bottom surface of the jack is contacted with second fixation steel plate.

Another side according to the present invention also provides the construction party of a kind of synchronous lifting of existing sinking old building and isolation structure Method, comprising:

The upper wall body structure of existing sinking old building is lifted using static(al) cutting and jack technology, so that upper wall body Structure and lower part strip footing reinforce upper wall body structure there are the first spaces in-between；

Pile foundation is set in the soil body of the two sides of the bottom surface of the lower part strip footing；

It is arranged and coats the top surface of the lower part strip footing and the cushion cap of side, by the bottom of the cushion cap and the pile foundation Top link into an integrated entity；

Using the dynamic characteristics of acceleration transducer measurement upper wall body structure and lower part strip footing, and to upper wall body Structure and lower part strip footing carry out Structure Calculation with the quality of the existing sinking old building of determination and natural vibration period, by quality and certainly The vibration period compares, and determines the shock insulation scheme of existing sinking old building；

Anti-seismic performance calculating is carried out to existing sinking old building based on the shock insulation scheme, according to the shock resistance being calculated It can determine that the parameters of rubber support and determine the installation site of rubber support；

Specification, quantity and the cloth set of jacking jack used are determined according to the stress performance of existing sinking old building It sets；

Existing sinking old building is divided into several construction sections, is constructed in batches the rubber branch of each construction section according to storehouse principle is jumped The top tray beam and lower tray beam of the installation site of seat, wherein top tray beam is set on the bottom surface of upper wall body structure, in institute The top surface setting lower tray beam of cushion cap is stated, and the top tray beam and lower tray beam are set in first space, by institute It states top tray beam and lower tray beam is oppositely arranged up and down, and be separated by the first pre-determined distance up and down；

Sandwich wall Liang Dun is set in the two sidewalls of the top tray beam and the lower part two sidewalls of upper wall body structure, wherein will The bottom surface of the sandwich wall Liang Dun is opposite with the top surface of the cushion cap, and is separated by the second pre-determined distance up and down, described second it is default away from From greater than first pre-determined distance；

Steel structure support is set in the two sides to position of the jack, wherein by the steel structure support Top is connect with the sandwich wall Liang Dun, and the bottom of the steel structure support is connect with the cushion cap；

The jack is installed in the position, wherein by the bottom surface of the top surface of each jack and sandwich wall Liang Dun Contact, the bottom surface of each jack are contacted with the top surface of the cushion cap, and each jack is synchronized pre- jacking to guarantee top wall Body structure uniform stressed；

The steel structure support is gradually removed using jump storehouse principle and observes the stability of the oil cylinder of each jack；

Upper wall body structure is jacked to the above 8mm of predetermined absolute altitude by each jack；

In the second space vacated between the top tray beam and lower tray beam after upper wall body structure jacking Rubber support is set, wherein the top surface of the rubber support is opposite up and down with the bottom surface of the top tray beam, by the rubber The bottom surface of support is contacted with the top surface of the lower tray beam, and the gradient of rubber support is checked using level；

Each jack is recycled, by upper wall body structure dropping place to predetermined absolute altitude.

Further, in the above-mentioned methods, top tray beam is set on the bottom surface of upper wall body structure, in the cushion cap Top surface is arranged in lower tray beam,

The first fixing steel plate is buried in the bottom surface of the top tray beam, in embedded second positioning in the top surface of the lower tray beam Steel plate；

In the second space vacated between the top tray beam and lower tray beam after upper wall body structure jacking It is arranged in rubber support,

The top surface of the rubber support and first fixing steel plate is opposite up and down, by the bottom surface of the rubber support with The second fixing steel plate contact.

Further, in the above-mentioned methods, the parameters of rubber support are determined according to the anti-seismic performance being calculated, and are wrapped It includes:

According to the anti-seismic performance being calculated determine every layer of rubber layer of rubber support, interlayer of steel plate, the first steel plate sealing, Thickness, the diameter of second steel plate sealing steel plate；

In the second space vacated between the top tray beam and lower tray beam after upper wall body structure jacking It is arranged before rubber support, further includes:

It is determined between every layer of rubber layer of rubber support, the thickness of interlayer of steel plate, diameter according to the anti-seismic performance being calculated Interlayer folds fixed rubber layer and interlayer of steel plate；

The first steel plate sealing of rubber support, the thickness of the second steel plate sealing steel plate are determined according to the anti-seismic performance being calculated Degree, diameter fix the first steel plate sealing in the upper surface of the rubber layer of top layer, fix second in the lower surface of the rubber layer of bottom Steel plate sealing, to obtain the rubber support；

In the second space vacated between the top tray beam and lower tray beam after upper wall body structure jacking It is arranged in rubber support,

First steel plate sealing of the rubber support and first fixing steel plate is opposite up and down, by the rubber support The second steel plate sealing contacted with second fixing steel plate.

Further, in the above-mentioned methods, by the first steel plate sealing of the rubber support and first fixing steel plate It is opposite up and down, after the second steel plate sealing of the rubber support is contacted with second fixing steel plate, further includes:

The first steel plate sealing is connected and fixed with first fixing steel plate by the first bolt, the first nut；

The second steel plate sealing is connected and fixed with second fixing steel plate by the second bolt, the second nut.

Further, in the above-mentioned methods, in the two sidewalls of the top tray beam and the lower part two sides of upper wall body structure Wall is arranged in sandwich wall beam pier,

In pre-buried first fixation steel plate in the bottom surface of the sandwich wall Liang Dun, in the fixed steel in the top surface of the cushion cap pre-buried second Plate, wherein first fixation steel plate and second fixation steel plate is opposite up and down；

In the two sides setting steel structure support to position of the jack,

The top of the steel structure support and first fixation steel plate are connected and fixed, the bottom of the steel structure support It is connected and fixed with second fixation steel plate；

It is installed in the jack in the position,

The top surface of the jack is contacted with first fixation steel plate, by the bottom surface of the jack and described second Fixation steel plate contact.

Compared with prior art, the present invention includes: the upper wall body structure and lower part strip footing of existing sinking old building, Wherein, the upper wall body structure and lower part strip footing are after cutting separation, the upper wall body structure and lower part bar shaped base Plinth is there are the first spaces in-between；It is set to the intracorporal pile foundation of soil of the two sides of the bottom surface of the lower part strip footing；Packet The top surface of the lower part strip footing and the cushion cap of side are covered, connects into one at the top of the bottom of the cushion cap and the pile foundation Body；It is set to the top tray beam of the bottom surface of upper wall body structure, is set to the lower tray beam of the top surface of the cushion cap, the pop-up Pan Liang and lower tray beam are set in first space, and the top tray beam and lower tray beam are oppositely arranged up and down, and up and down It is separated by the first pre-determined distance；It is set to the sandwich wall beam of the two sidewalls of the top tray beam and the lower part two sidewalls of upper wall body structure The bottom surface of pier, the sandwich wall Liang Dun is opposite with the top surface of the cushion cap, and is separated by the second pre-determined distance up and down, and described second is default Distance is greater than first pre-determined distance；The top surface of jack, each jack is contacted with the bottom surface of sandwich wall Liang Dun, each very heavy The bottom surface on top is contacted with the top surface of the cushion cap；Be set to after jack jacking the top tray beam and lower tray beam it Between rubber support in the second space vacated, the top surface of the rubber support is opposite up and down with the bottom surface of the top tray beam, The bottom surface of the rubber support is contacted with the top surface of the lower tray beam.Present invention employs jack jacking and setting rubber branch The technology of seat, proposes the reconstruction of existing building arrangement and method for construction for integrating strengthening of foundation, integral jacking and shock insulation, solves control The technical problem of large area existing building integral jacking synchronism processed has advanced and economy.

Detailed description of the invention

Fig. 1 is that storehouse construction schematic diagram is jumped in the masonry wall segmentation cutting of the existing sinking old building of one embodiment of the invention；

Fig. 2 is the existing sinking old building integral jacking front plan views of one embodiment of the invention；

Fig. 3 be one embodiment of the invention existing sinking old building integral jacking before sectional view；

Fig. 4 is the jack synchronization of jacking up sectional view in place of one embodiment of the invention；

Fig. 5 be one embodiment of the invention existing sinking old building integral jacking after add lead for retractable pencil support sectional view；

Fig. 6 be one embodiment of the invention existing sinking old building Overall Reconstruction after sectional view；

Fig. 7 is the lead for retractable pencil support detail drawing of one embodiment of the invention.

Specific embodiment

In order to make the foregoing objectives, features and advantages of the present invention clearer and more comprehensible, with reference to the accompanying drawing and specific real Applying mode, the present invention is described in further detail.

As shown in Fig. 1~7, the present invention provides a kind of synchronous lifting of existing sinking old building and isolation structure, comprising:

The upper wall body structure 1 and lower part strip footing 2 of existing sinking old building, wherein 1 He of upper wall body structure Lower part strip footing 2 is after cutting separation, and the upper wall body structure 1 and lower part strip footing 2 are there are first in-between Space 3；

Here, the upper wall body structure of existing sinking old building can be masonry structure, lower wall body basis uses bar shaped Basis；

It is set to the intracorporal pile foundation 4 of soil of the two sides of the bottom surface of the lower part strip footing 2；

Here, the pile foundation 4 can use anchor jacked pile；

Coat the top surface of the lower part strip footing 2 and the cushion cap 5 of side, the bottom of the cushion cap 5 and the pile foundation 5 Top links into an integrated entity；

Here, the cushion cap 5 links into an integrated entity with the pile foundation 4, to reinforce original lower part strip footing 2；

It is set to the top tray beam 6 of the bottom surface of upper wall body structure 1, is set to the lower tray beam 7 of the top surface of the cushion cap, The top tray beam 6 and lower tray beam 7 are set in first space 3, about 7 phase of the top tray beam 6 and lower tray beam To setting, and it is separated by the first pre-determined distance up and down；

It is set to the sandwich wall beam pier 8 of the two sidewalls of the top tray beam 6 and the lower part two sidewalls of upper wall body structure 1, institute The bottom surface for stating sandwich wall beam pier 8 is opposite with the top surface of the cushion cap 5, and is separated by the second pre-determined distance up and down, described second it is default away from From greater than first pre-determined distance；

The top surface of jack 9, each jack 9 is contacted with the bottom surface of sandwich wall beam pier 8, the bottom surface of each jack 9 and institute State the top surface contact of cushion cap 5；

It is set in the second space vacated between the top tray beam and lower tray beam after the jack 9 jacks Rubber support 10, the top surface of the rubber support 10 is opposite up and down with the bottom surface of the top tray beam 6, the rubber support 10 Bottom surface is contacted with the top surface of the lower tray beam 7.

Here, proposing collection strengthening of foundation, entirety present invention employs jack jacking and the technology of setting rubber support It is synchronous to solve control large area existing building integral jacking in the reconstruction of existing building arrangement and method for construction of one for jacking and shock insulation Property technical problem, there is advanced and economy.

In the synchronous lifting of existing sinking old building of the invention and one embodiment of isolation structure, the bottom of the top tray beam 6 Face is embedded with the first fixing steel plate 61, and the top surface of the rubber support 10 and about 61 first fixing steel plate are opposite, described The top surface of lower tray beam 7 is embedded with the second fixing steel plate 71, the bottom surface of the rubber support 10 and second fixing steel plate 71 Contact.

In the synchronous lifting of existing sinking old building of the invention and one embodiment of isolation structure, the bottom of the sandwich wall beam pier 8 Face is embedded with the first fixation steel plate, and the top surface of the cushion cap 5 is embedded with the second fixation steel plate, first fixation steel plate with it is described Second fixation steel plate is opposite up and down, and the top surface of the jack 9 is contacted with first fixation steel plate, the bottom of the jack 9 Face is contacted with second fixation steel plate.

In the synchronous lifting of existing sinking old building of the invention and one embodiment of isolation structure, the rubber support 10 is wrapped It includes:

Interval stacking fixed rubber layer and interlayer of steel plate；

Be fixed on the first steel plate sealing 101 of the upper surface of the rubber layer of top layer, the first steel plate sealing 101 with it is described First about 61 fixing steel plate is opposite；

Be fixed on the second steel plate sealing 102 of the lower surface of the rubber layer of bottom, the second steel plate sealing 102 with it is described The contact of second fixing steel plate 71.

In the synchronous lifting of existing sinking old building of the invention and one embodiment of isolation structure, the first steel plate sealing 101 are connected and fixed with first fixing steel plate 61 by the first bolt, the first nut；

The second steel plate sealing 102 is connected and fixed with second fixing steel plate 71 by the second bolt, the second nut.

As shown in Fig. 1~7, the present invention provides the construction party of a kind of synchronous lifting of existing sinking old building and isolation structure Method, comprising:

Step S1 is lifted the upper wall body structure 1 of existing sinking old building using static(al) cutting and jack technology, so that Upper wall body structure 1 and lower part strip footing 2 add upper wall body structure 1 there are the first spaces 3 in-between Gu；

Here, the upper wall body structure of existing sinking old building can be masonry structure, lower wall body basis uses bar shaped Basis；

Pile foundation 4 is arranged in step S2 in the soil body of the two sides of the bottom surface of the lower part strip footing 2；

Here, the pile foundation can use anchor jacked pile；

Step S3, setting coats the top surface of the lower part strip footing 2 and the cushion cap 5 of side, by the bottom of the cushion cap 5 It links into an integrated entity with the top of the pile foundation 4；

Here, the cushion cap links into an integrated entity with the pile foundation, to reinforce original lower part strip footing；

Step S4, using the dynamic characteristics of acceleration transducer measurement upper wall body structure 1 and lower part strip footing 2, and Structure Calculation is carried out with the quality of the existing sinking old building of determination and self-vibration week to upper wall body structure 1 and lower part strip footing 2 Phase compares quality and natural vibration period, determines the shock insulation scheme of existing sinking old building；

Step S5 carries out anti-seismic performance calculating to existing sinking old building based on the shock insulation scheme, according to being calculated Anti-seismic performance determine rubber support 10 parameters and determine rubber support 10 installation site；

Step S6, according to the stress performance of existing sinking old building determine the specification of jacking jack used, quantity and Position；

Existing sinking old building is divided into several construction sections by step S7, is constructed in batches each construction section according to storehouse principle is jumped Rubber support 10 installation site top tray beam 6 and lower tray beam 7, wherein be arranged on the bottom surface of upper wall body structure 1 Top tray beam 6 is arranged lower tray beam 7 in the top surface of the cushion cap 5, and the top tray beam 6 and lower tray beam 7 is set to institute It states in the first space 3, the top tray beam 6 and about 7 lower tray beam is oppositely arranged, and be separated by the first pre-determined distance up and down；

Sandwich wall Liang Dun is arranged in the two sidewalls of the top tray beam 6 and the lower part two sidewalls of upper wall body structure 1 in step S8 8, wherein the bottom surface of the sandwich wall beam pier 8 is opposite with the top surface of the cushion cap 5, and it is separated by the second pre-determined distance up and down, it is described Second pre-determined distance is greater than first pre-determined distance；

Here, the position of jack adds sandwich wall Liang Dun；

Steel structure support 11 is arranged in the two sides to position of the jack 9, wherein by the steel in step S9 The top of structural support 11 is connect with the sandwich wall beam pier 8, and the bottom of the steel structure support 11 is connect with the cushion cap 5；

Step S10 installs the jack 9 in the position, wherein by the top surface of each jack 9 and sandwich wall The bottom surface of beam pier 8 contacts, and the bottom surface of each jack 9 is contacted with the top surface of the cushion cap 5, and each jack 9 is synchronized pre- top It rises to guarantee upper wall body structure uniform stressed；

Step S11 gradually removes the steel structure support 11 using jump storehouse principle and observes the oil cylinder of each jack 9 Stability；

Step S12 is jacked upper wall body structure 1 to the above 8mm of predetermined absolute altitude by each jack 9；

Step S13 is vacated between the top tray beam 6 and lower tray beam 7 after the upper wall body structure 1 jacking Rubber support 10 is set in second space, wherein above and below the top surface of the rubber support 10 and the bottom surface of the top tray beam 6 Relatively, the bottom surface of the rubber support 10 is contacted with the top surface of the lower tray beam 7, and rubber support is checked using level 10 gradient；

Step S14 recycles each jack 9, by 1 dropping place of upper wall body structure to predetermined absolute altitude.

Here, the subsequent acceleration transducer that can be used moves the existing sinking old building after upper wall body structure dropping place Force characteristic test guarantees that building key parameter is consistent with calculated result；When there is inconsistency, the specification of rubber support is adjusted, really Protect its isolating affection and stress performance.And the sedimentation and displacement of rubber support are observed, it adjusts in time.It finally can successively remove very heavy Top and sandwich wall Liang Dun.

Present invention employs jack jacking and the technologies of setting rubber support, propose collection strengthening of foundation, integral jacking And shock insulation solves control large area existing building integral jacking synchronism in the reconstruction of existing building arrangement and method for construction of one Technical problem has advanced and economy.

In one embodiment of construction method of the synchronous lifting of existing sinking old building of the invention and isolation structure, in top wall Top tray beam 6 is set on the bottom surface of body structure 1, in the top surface of the cushion cap 5 setting lower tray beam 7,

The first fixing steel plate 61 is buried in the bottom surface of the top tray beam 6, in the top surface of the lower tray beam 7 embedded second Fixing steel plate 71；

Here, the concrete parts smash on the basis of upper wall body structure and lower part bar shaped can be poured, by concrete from first, By manually shoveling into using minor diameter vibrator vibration compacting, in concrete initial set in second fixing steel plate and template edge gap Before using the flatness of level amendment fixing steel plate, finally surface concrete is smoothed out, fixing steel plate is permanently secured to, In lower coagulation pallet beam；

Step S13 is vacated between the top tray beam 6 and lower tray beam 7 after the upper wall body structure 1 jacking In second space in setting rubber support 10,

The top surface of the rubber support 10 and about 61 first fixing steel plate is opposite, by the rubber support 10 Bottom surface is contacted with second fixing steel plate 71.

In one embodiment of construction method of the synchronous lifting of existing sinking old building of the invention and isolation structure, step S8, In the two sidewalls of the top tray beam 6 and the lower part two sidewalls setting sandwich wall beam pier 8 of upper wall body structure,

In pre-buried first fixation steel plate in bottom surface of the sandwich wall beam pier 8, in the fixed steel in the top surface of the cushion cap 5 pre-buried second Plate, wherein first fixation steel plate and second fixation steel plate is opposite up and down；

Step S9, in the two sides setting steel structure support 11 to position of the jack 9,

The top of the steel structure support 11 and first fixation steel plate are connected and fixed, the steel structure support 11 Bottom is connected and fixed with second fixation steel plate；

Step S10 is installed in the jack 9 in the position,

The top surface of the jack 9 is contacted with first fixation steel plate, by the bottom surface of the jack and described the The contact of two fixation steel plates.

In one embodiment of construction method of the synchronous lifting of existing sinking old building of the invention and isolation structure, according to calculating Obtained anti-seismic performance determines the parameters of rubber support 10, comprising:

Every layer of rubber layer, interlayer of steel plate, the first steel plate envelope of rubber support 10 are determined according to the anti-seismic performance being calculated Thickness, the diameter of layer, the second steel plate sealing steel plate；

Step S13 is vacated between the top tray beam 8 and lower tray beam 7 after the upper wall body structure 1 jacking In second space before setting rubber support 10, further includes:

Every layer of rubber layer of rubber support 10, the thickness of interlayer of steel plate, diameter are determined according to the anti-seismic performance being calculated Interval stacking fixed rubber layer and interlayer of steel plate；

The first steel plate sealing 101, the second steel plate sealing steel plate of rubber support are determined according to the anti-seismic performance being calculated 102 thickness, diameter fix the first steel plate sealing 101 in the upper surface of the rubber layer of top layer, in the following table of the rubber layer of bottom The second steel plate sealing 102 is fixed in face, to obtain the rubber support 10；

In the second space vacated between the top tray beam and lower tray beam after upper wall body structure jacking It is arranged in rubber support,

First steel plate sealing 101 of the rubber support is opposite with about 61 first fixing steel plate, by the rubber Second steel plate sealing 102 of glue support 10 is contacted with second fixing steel plate 71.

Here, in the top surface assembling reinforcement mesh sheet 12 of upper wall body structure upper bottom surface and lower part strip footing, and will be multiple Foundation bolt and reinforced mesh 12 are bound securely, and cover top nut；First, second fixing steel plate is set by circular hole across bolt In top, and cover another nut；By the central axes of the first, second fixing steel plate alignment upper wall body structure, school is carried out after fixed Just.

In one embodiment of construction method of the synchronous lifting of existing sinking old building of the invention and isolation structure, by the rubber First steel plate sealing 101 of glue support 10 is opposite with about 61 first fixing steel plate, by the second of the rubber support 10 After steel plate sealing 102 is contacted with second fixing steel plate 71, further includes:

The first steel plate sealing 101 is connect admittedly with first fixing steel plate 61 by the first bolt, the first nut It is fixed；

The second steel plate sealing 102 is connect admittedly with second fixing steel plate 71 by the second bolt, the second nut It is fixed.

Here, rubber support can be installed after the concrete curing of upper and lower pallet beam；By the quadrangle of the second steel plate sealing It across foundation bolt, is tightened using nut, the second steel plate sealing and second fixing steel plate is passed through into the second spiral shell Bolt, the second nut are connected and fixed；Foundation bolt is passed through into first steel plate sealing quadrangle, is fallen after rise to existing sinking old building to predetermined After absolute altitude, fastening nut connects the first steel plate sealing and first fixing steel plate by the first bolt, the first nut Connect fixation.

Each embodiment in this specification is described in a progressive manner, the highlights of each of the examples are with other The difference of embodiment, the same or similar parts in each embodiment may refer to each other.

Obviously, those skilled in the art can carry out various modification and variations without departing from spirit of the invention to invention And range.If in this way, these modifications and changes of the present invention belong to the claims in the present invention and its equivalent technologies range it Interior, then the invention is also intended to include including these modification and variations.