CN112252767A - Translation building device and method for soft foundation - Google Patents
Translation building device and method for soft foundation Download PDFInfo
- Publication number
- CN112252767A CN112252767A CN202011183349.5A CN202011183349A CN112252767A CN 112252767 A CN112252767 A CN 112252767A CN 202011183349 A CN202011183349 A CN 202011183349A CN 112252767 A CN112252767 A CN 112252767A
- Authority
- CN
- China
- Prior art keywords
- translation
- building
- precast concrete
- underpinning
- jack
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000000034 method Methods 0.000 title claims abstract description 37
- 241001669679 Eleotris Species 0.000 claims abstract description 68
- 239000011178 precast concrete Substances 0.000 claims abstract description 54
- 238000009424 underpinning Methods 0.000 claims abstract description 41
- 229910000831 Steel Inorganic materials 0.000 claims description 56
- 239000010959 steel Substances 0.000 claims description 56
- 230000009471 action Effects 0.000 claims description 7
- 238000010276 construction Methods 0.000 abstract description 20
- 230000008569 process Effects 0.000 abstract description 13
- 230000008901 benefit Effects 0.000 abstract description 11
- 239000002699 waste material Substances 0.000 abstract description 9
- 239000011513 prestressed concrete Substances 0.000 abstract description 4
- 230000005540 biological transmission Effects 0.000 description 3
- 239000004567 concrete Substances 0.000 description 3
- 239000007788 liquid Substances 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000004904 shortening Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 210000000078 claw Anatomy 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005098 hot rolling Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/06—Separating, lifting, removing of buildings; Making a new sub-structure
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Machines For Laying And Maintaining Railways (AREA)
Abstract
The invention provides a translation building device for a soft foundation and a method thereof, the translation building device comprises a translation building, a plurality of underpinning rails are arranged below the translation building, a plurality of jacking devices are arranged below the underpinning rails, the jacking devices are in sliding connection with the underpinning rails, the translation rails are arranged below the jacking devices, the translation building is prevented from sinking, precast concrete sleeper beams can be recycled, prestressed concrete can be adopted, the engineering quantity of the lower rails in the translation process of the building is reduced, when the translation building passes through the soft foundation, the precast concrete sleeper beams which can be repeatedly used are temporarily arranged in the range of the soft foundation, the construction waste discharge can be effectively reduced, the cost is saved, the construction period is shortened, the translation building device is more environment-friendly than the common method, the translation building device is widely applied to various construction translation projects, the translation building device has the advantages of reducing the construction waste, better economic benefit and social benefit can be obtained.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a translation building device for a soft foundation and a method thereof.
Background
In the process of urbanization building, a large number of normally used buildings have to be dismantled in advance, the buildings can be prevented from being dismantled due to integral translation of the buildings, the urban construction needs are met, the service lives of the buildings can be prolonged, resource waste and building waste discharge are reduced, in addition, the buildings are protected by a large number of cultural relics under the influence of urban new planning, and the buildings are protected easily by adopting a building translation technology. Generally, the concrete lower rail needs to be poured on a translation route in the integral translation of the building, the concrete lower rail with a larger section is needed when the building meets a soft foundation, particularly, when the translation process needs to be suspended in translation, the translation building stays on the soft foundation for a long time to cause sinking, the safety of the translation building is affected due to uneven sinking, difficulty is brought to subsequent translation work after the concrete lower rail partially sinks, and the translation rail partially sinks when the translation building stays for a long time.
Disclosure of Invention
In order to solve the problems, the invention provides a soft foundation translation building device and a method thereof.
The object of the invention is achieved in the following way:
the utility model provides a soft foundation translation building device, includes the translation building, translation building below is equipped with a plurality of underpins track, underpinning track below is equipped with a plurality of jacking device, jacking device and underpinning track sliding connection, is equipped with the translation track in jacking device below, translation track one side is equipped with thrustor, thrustor passes through the fixed plate and connects the translation track, is equipped with the sleeper beam in translation track one side, is equipped with the girder steel above the sleeper beam, the girder steel top is equipped with strutting arrangement, strutting arrangement top translation building tightly.
The jacking device is a sliding foot jack, and the working end of the sliding foot jack jacks the underpinning track tightly.
The pushing device is a pushing jack, and the supporting device is a supporting jack.
The sleeper beam is a precast concrete sleeper beam, and the steel beam is connected with the precast concrete sleeper beam through a bolt.
A soft foundation translation building method comprises the following steps:
the first step is as follows: a underpinning track is arranged below the translation building, a sliding foot jack is arranged below the underpinning track, and the translation building moves under the action of a pushing jack;
the second step is that: when the translation operation needs to be stopped temporarily or a soft foundation is passed, placing precast concrete sleeper beams between the translation rails and below the underpinning rails, mounting steel beams on the precast concrete sleeper beams, connecting a plurality of continuous precast concrete sleeper beams together through bolts by the steel beams, and temporarily supporting the translation building 1 on the precast concrete sleeper beams and the steel beams by the temporary supporting jacks;
the third step: before the translation operation is restarted, the temporary support jack is detached, the steel beam and the precast concrete sleeper beam are dismantled, the translation building translates forwards again, when the translation operation needs to be paused again or meets a soft foundation again, the precast concrete sleeper beam, the steel beam and the support jack are installed at the next pause position or the soft foundation again, the translation building is supported on the precast concrete sleeper beam again, and the steps are repeated until the translation building reaches the translation end point.
Compared with the prior art, the invention has the advantages that the precast concrete sleeper beams are arranged at the temporary stop positions, the translation building is temporarily supported on the precast concrete sleeper beams, the translation building is prevented from sinking, the precast concrete sleeper beams can be recycled, the prestressed concrete can be adopted, the engineering quantity of the lower rail in the translation process of the building is reduced, when the translation building passes through a soft foundation, the reusable precast concrete sleeper beams are temporarily arranged in the range of the soft foundation, the construction waste discharge can be effectively reduced, the cost is saved, the construction period is shortened, the method is more environment-friendly than the common method, the method is widely suitable for various construction translation projects, the method has the advantages of reducing the construction waste discharge, saving the cost, shortening the construction period and the like, is more environment-friendly than the traditional method, and can obtain better economic benefit and social benefit.
Drawings
FIG. 1 is a schematic view of the translation of the building of the present invention
FIG. 2 is a schematic side view of the building with translation pause according to the present invention
FIG. 3 is a schematic view of the front of the building during the pause of translation according to the present invention
FIG. 4 is a plan view of a precast concrete sleeper beam
FIG. 5 is a schematic view of a precast concrete sleeper beam structure
Fig. 6 is a schematic view of an installed elevation of a precast concrete sleeper beam. .
The method comprises the following steps of 1, translation building, 2, underpinning of a track, 3, a sliding foot jack, 4, a pushing jack, 5, translation track, 6, a precast concrete sleeper beam, 7, a steel beam, 8, a supporting jack and 9, bolts.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
In order to make the objects, technical solutions and advantages of the embodiments of the present invention more apparent, the technical solutions of the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings of the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all embodiments of the present invention. All other embodiments, which can be obtained by a person skilled in the art without any inventive step based on the embodiments of the present invention, are within the scope of the present invention.
Thus, the following detailed description of the embodiments of the present invention, presented in the figures, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. All other embodiments, which can be obtained by a person skilled in the art without any inventive step based on the embodiments of the present invention, are within the scope of the present invention.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", and the like, indicate orientations and positional relationships based on those shown in the drawings, and are used only for convenience of description and simplicity of description, and do not indicate or imply that the equipment or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be considered as limiting the present invention.
In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "connected," "secured," and the like are to be construed broadly and can, for example, be fixedly connected, detachably connected, or integrally formed; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
In the present invention, unless otherwise expressly stated or limited, "above" or "below" a first feature means that the first and second features are in direct contact, or that the first and second features are not in direct contact but are in contact with each other via another feature therebetween. Also, the first feature being "on," "above" and "over" the second feature includes the first feature being directly on and obliquely above the second feature, or merely indicating that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature includes the first feature being directly under and obliquely below the second feature, or simply meaning that the first feature is at a lesser elevation than the second feature.
As shown in the attached figures 1 to 6, a soft foundation translation building 1 device comprises a translation building 1, a plurality of underpinning tracks 2 are arranged below the translation building 1, at least three underpinning tracks 2 are arranged, a plurality of jacking devices are arranged below the underpinning tracks 2, the number of the jacking devices is determined according to actual needs, the jacking devices are in sliding connection with the underpinning tracks 2, translation tracks 5 are arranged below the jacking devices, the number of the translation tracks 5 is determined according to the number of the underpinning tracks 2, if five underpinning tracks 2 are arranged, five corresponding translation tracks 5 are arranged, a jacking device is arranged on one side of each translation track 5, the jacking device is connected with the translation track 5 through a fixing plate, one end of each fixing plate is hinged with the jacking device, the other end of each translation track 5 is hinged with the translation track 5, a sleeper beam is arranged on one side of each translation track 5, a steel, the supporting device tightly supports the translation building 1, the jacking device pushes the underpinning track 2 in a working mode, the underpinning track 2 is fixed below the translation building 1, namely the jacking device pushes the translation building 1 to move, a slidable jacking device is arranged below the underpinning track 2, the jacking device pushes the jacking device to slide along the translation track 5, the jacking device is a jacking jack 4, the process shifts for one jack stroke along the arrow direction in the attached drawing 1, after the jacking jack 4 retracts a cylinder, the jacking jack 4 and a support connected with the jacking jack 4 are moved forwards and fixed, the next stroke is jacked again, and the translation building 1 is moved to a new site in a circulating reciprocating mode; the pushing jack 4 moves forwards along with the building, one stroke of pushing is about 1 m, then the pushing jack 4 is retracted and moves forwards, the next stroke of pushing is extended, and the operation is repeated in such a circulating way; when a soft foundation is temporarily or met, a sleeper beam is arranged between the translation rails 5, a steel beam 7 is arranged on the sleeper beam, a supporting device for supporting the translation building 1 is arranged on the steel beam 7, before the translation operation is restarted, a temporary supporting jack 8 is detached, the steel beam 7 and the sleeper beam are dismantled, the translation building 1 translates forwards again, when the translation operation needs to be stopped again or meets the soft foundation again, the precast concrete sleeper beam 6, the steel beam 7 and the supporting jack 8 are installed at the next stopping position or the soft foundation again, the translation building 1 is supported on the precast concrete sleeper beam 6 temporarily through a plurality of circulation steps until the translation building 1 reaches the translation end point, the translation building 1 is prevented from sinking, the precast concrete sleeper beam 6 can be recycled, prestressed concrete can be adopted, the construction translation process is reduced and the amount of the lower track engineering is reduced, when the translation building 1 passes through the soft foundation, the reusable precast concrete sleeper beams 6 are temporarily arranged in the range of the soft foundation, so that the construction waste discharge can be effectively reduced, the cost is saved, the construction period is shortened, and the construction translation process is more environment-friendly than the common method and widely applicable to various construction translation projects.
The jacking device is a sliding foot jack 3, the working end of the sliding foot jack 3 jacks the underpinning track 2 tightly, the sliding foot jack is in the prior art, and the jacking device specifically refers to CN201921425837.5 and is named as a sliding foot and Chinese patent literature of a translation method of an existing building.
The jacking device is a jacking jack 4, the supporting device is a supporting jack 8, the supporting jack 8 and the jacking jack 4 are both in the prior art, detailed description is omitted in the specification, specific jacks are divided into a mechanical jack, a hydraulic jack and the like, and the principles are different. In principle, the most basic principle on which a hydraulic transmission is based is pascal's law, that is, the pressure is uniform throughout the liquid; thus, in a balanced system, a relatively small piston exerts a relatively small pressure on it, while a large piston exerts a relatively large pressure on it, which keeps the liquid still. Therefore, different pressures on different ends can be obtained through the transmission of the liquid, and the purpose of conversion can be achieved; the common hydraulic jack utilizes the principle to achieve the force transmission; the screw jack pulls the handle in a reciprocating way, the claw pushes the ratchet wheel to rotate in a clearance way, the bevel pinion drives the bevel pinion to rotate the lifting screw rod, and therefore the lifting sleeve can be lifted or descended to achieve the function of lifting tension, but the screw jack is not as simple as a hydraulic jack.
The sleeper beam is a precast concrete sleeper beam 6, and the steel beam 7 is connected with the precast concrete sleeper beam 6 through a bolt 9; the steel beams 7 are beams made of steel, crane beams and working platform beams in a factory building, floor beams in a multi-storey building, purlins in a roof structure and the like, and can be steel beams, the steel beams comprise section steel beams and combination beams, the section steel beams are made of I-shaped steel or channel steel formed by hot rolling (see hot-rolled section steel), and light beams such as the purlins can also be Z-shaped steel and channel steel formed by cold bending (see cold-bent section steel); the section steel beam is simple to process and low in cost, but the section size of the section steel is limited by a certain specification. When the load and the span are large and the section of the adopted section steel cannot meet the requirements on strength, rigidity or stability, a combined beam is adopted; the combined beam is formed by welding or riveting steel plates or section steel. Since riveting is labor and material consuming, welding is often the main task. The common welding combination beam is an I-shaped section and a box section which are composed of an upper flange plate, a lower flange plate and a web plate, the latter is more material-consuming and has more complex manufacturing procedures, but has larger bending rigidity and torsional rigidity, and is suitable for the conditions of higher requirements on lateral load and torsional rigidity, limited beam height and the like.
A soft foundation translation building method comprises the following steps:
the first step is as follows: a underpinning track 2 is arranged below the translation building 1, a sliding foot jack 3 is arranged below the underpinning track 2, the translation building 1 moves under the action of a jacking jack 4 and moves for a jack stroke along the arrow direction shown in the attached drawing 1, after the jacking jack 4 retracts, the jacking jack 4 and a support connected with the jacking jack 4 move forwards and are fixed, the next stroke is jacked again, and the translation building 1 is moved to a new site in a circulating reciprocating mode; the pushing jack 4 moves forwards along with the building, one stroke of pushing is about 1 m, then the pushing jack 4 is retracted and moves forwards, the next stroke of pushing is extended, and the steps are repeated in such a way
The second step is that: when the translation operation needs to be stopped temporarily or a soft foundation is passed, placing precast concrete sleeper beams 6 between translation rails 5 and below underpinning rails 2, mounting steel beams 7 on the precast concrete sleeper beams 6, connecting a plurality of continuous precast concrete sleeper beams 6 together through bolts 9 by the steel beams 7, and temporarily supporting translation buildings 11 on the precast concrete sleeper beams 6 and the steel beams 7 by temporary supporting jacks 8;
the third step: before the translation operation is restarted, the temporary supporting jacks 8 are detached, the steel beams 7 and the precast concrete sleeper beams 6 are dismantled, the translation building 1 translates forwards again, when the translation operation needs to be paused again or meets a soft foundation again, the precast concrete sleeper beams 6, the steel beams 77 and the supporting jacks 8 are installed at the next pause position or the soft foundation again, the translation building 1 is supported on the precast concrete sleeper beams 6 again, and the steps are repeated until the translation building 1 reaches the translation end point.
The working process of the invention is as follows: a plurality of underpinning tracks 2 are arranged below the translation building 1, at least three underpinning tracks 2 are arranged, a plurality of jacking devices are arranged below the underpinning tracks 2, the number of the jacking devices is determined according to actual needs, the jacking devices are slidably connected with the underpinning tracks 2, translation tracks 5 are arranged below the jacking devices, the translation tracks 5 are determined according to the number of the underpinning tracks 2, if five underpinning tracks 2 are arranged, five corresponding translation tracks 5 are arranged, one sides of the translation tracks 5 are provided with the jacking devices, the jacking devices are connected with the translation tracks 5 through fixing plates, one ends of the fixing plates are hinged with the jacking devices, the other ends of the fixing plates are hinged with the translation tracks 5, one sides of the translation tracks 5 are provided with sleepers, steel beams 7 are arranged above the sleepers, supporting devices are arranged above the steel beams 7, the supporting devices tightly support the translation, the underpinning track 2 is fixed below the translation building 1, namely the jacking device pushes the translation building 1 to move, a slidable jacking device is arranged below the underpinning track 2, the jacking device pushes the jacking device to slide along the translation track 5, the jacking device is a jacking jack 4, the process is shifted by one jack stroke along the arrow direction in the figure 1, after the jacking jack 4 receives a cylinder, the jacking jack 4 and a support connected with the jacking jack 4 are moved forwards and fixed, the next stroke is jacked again, and the translation building 1 is moved to a new site by cyclic reciprocation; the pushing jack 4 moves forwards along with the building, one stroke of pushing is about 1 m, then the pushing jack 4 is retracted and moves forwards, the next stroke of pushing is extended, and the operation is repeated in such a circulating way; when a soft foundation is temporarily or encountered, arranging a sleeper beam between the translation rails 5, arranging a steel beam 7 on the sleeper beam, arranging a supporting device for supporting the translation building 1 on the steel beam 7, before the translation operation is restarted, dismounting the temporary supporting jack 8, dismounting the steel beam 7 and the sleeper beam, translating the translation building 1 forwards again, when the translation operation needs to be paused again or encountered again, installing the precast concrete sleeper beam 6, the steel beam 7 and the supporting jack 8 at the next paused position or the soft foundation again, re-supporting the translation building 1 on the precast concrete sleeper beam 6, and repeatedly circulating the steps until the translation building 1 reaches the translation end point;
the method comprises the following specific steps: a underpinning track 2 is arranged below the translation building 1, a sliding foot jack 3 is arranged below the underpinning track 2, the translation building 1 moves under the action of a jacking jack 4 and moves for a jack stroke along the arrow direction shown in the attached drawing 1, after the jacking jack 4 retracts, the jacking jack 4 and a support connected with the jacking jack 4 move forwards and are fixed, the next stroke is jacked again, and the translation building 1 is moved to a new site in a circulating reciprocating mode; the pushing jack 4 moves forwards along with the building, one stroke of pushing is about 1 m, then the pushing jack 4 is retracted and moves forwards, the next stroke of pushing is extended, and the steps are repeated in such a way
The second step is that: when the translation operation needs to be stopped temporarily or a soft foundation is passed, placing precast concrete sleeper beams 6 between translation rails 5 and below underpinning rails 2, mounting steel beams 7 on the precast concrete sleeper beams 6, connecting a plurality of continuous precast concrete sleeper beams 6 together through bolts 9 by the steel beams 7, and temporarily supporting the translation building 1 on the precast concrete sleeper beams 6 and the steel beams 7 by temporary supporting jacks 8;
the third step: before the translation operation is restarted, the temporary supporting jacks 8 are detached, the steel beams 7 and the precast concrete sleeper beams 6 are dismantled, the translation building 1 translates forwards again, when the translation operation needs to be paused again or meets a soft foundation again, the precast concrete sleeper beams 6, the steel beams 7 and the supporting jacks 8 are installed at the next pause position or the soft foundation again, the translation building 1 is supported on the precast concrete sleeper beams 6 again, and the steps are circulated for many times until the translation building 1 reaches the translation end point.
According to the invention, the 'precast concrete sleeper beams 6' are arranged at the temporary stopping positions, the translation building 1 is temporarily supported on the precast concrete sleeper beams 6, the translation building 1 is prevented from sinking, the precast concrete sleeper beams 6 can be recycled, prestressed concrete can be adopted, the engineering quantity of a lower rail in the translation process of the building is reduced, when the translation building 1 passes through a soft foundation, the reusable precast concrete sleeper beams 6 are temporarily arranged in the range of the soft foundation, the construction waste discharge can be effectively reduced, the cost is saved, the construction period is shortened, the method is more environment-friendly than the common method, the method is widely applicable to various construction translation projects, the method has the advantages of reducing the construction waste discharge, saving the cost, shortening the construction period and the like, is more environment-friendly than the conventional method, and better economic benefit and social benefit can be obtained.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
The technical features of the embodiments described above may be arbitrarily combined, and for the sake of brevity, all possible combinations of the technical features in the embodiments described above are not described, but should be considered as being within the scope of the present specification as long as there is no contradiction between the combinations of the technical features. Where combinations of features are mutually inconsistent or impractical, such combinations should not be considered as being absent and not within the scope of the claimed invention. Also, it will be apparent to those skilled in the art that various changes, modifications, substitutions and alterations can be made to the embodiments without departing from the spirit of the principles of the invention.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, various changes and modifications can be made without departing from the overall concept of the present invention, and these should also be considered as the protection scope of the present invention.
Claims (5)
1. The utility model provides a soft ground translation building device, includes translation building, its characterized in that: the translation building is provided with a plurality of underpinning tracks below, a plurality of jacking devices below the underpinning tracks, the jacking devices are in sliding connection with the underpinning tracks, translation tracks are arranged below the jacking devices, a jacking device is arranged on one side of each translation track and connected with the corresponding translation track through a fixing plate, a sleeper beam is arranged on one side of each translation track, a steel beam is arranged above the sleeper beam, a supporting device is arranged above the steel beam, and the supporting device tightly props the translation building.
2. The soft foundation translational building device according to claim 1, characterized in that: the jacking device is a sliding foot jack, and the working end of the sliding foot jack jacks the underpinning track tightly.
3. The soft foundation translational building device according to claim 1, characterized in that: the pushing device is a pushing jack, and the supporting device is a supporting jack.
4. The soft foundation translational building device according to claim 1, characterized in that: the sleeper beam is a precast concrete sleeper beam, and the steel beam is connected with the precast concrete sleeper beam through a bolt.
5. A soft foundation translation building method is characterized by comprising the following steps:
the first step is as follows: a underpinning track is arranged below the translation building, a sliding foot jack is arranged below the underpinning track, and the translation building moves under the action of a pushing jack;
the second step is that: when the translation operation needs to be stopped temporarily or a soft foundation is passed, placing precast concrete sleeper beams between the translation rails and below the underpinning rails, mounting steel beams on the precast concrete sleeper beams, connecting a plurality of continuous precast concrete sleeper beams together through bolts by the steel beams, and temporarily supporting the translation building 1 on the precast concrete sleeper beams and the steel beams by the temporary supporting jacks;
the third step: before the translation operation is restarted, the temporary support jack is detached, the steel beam and the precast concrete sleeper beam are dismantled, the translation building translates forwards again, when the translation operation needs to be paused again or meets a soft foundation again, the precast concrete sleeper beam, the steel beam and the support jack are installed at the next pause position or the soft foundation again, the translation building is supported on the precast concrete sleeper beam again, and the steps are repeated until the translation building reaches the translation end point.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011183349.5A CN112252767A (en) | 2020-10-29 | 2020-10-29 | Translation building device and method for soft foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011183349.5A CN112252767A (en) | 2020-10-29 | 2020-10-29 | Translation building device and method for soft foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112252767A true CN112252767A (en) | 2021-01-22 |
Family
ID=74267439
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011183349.5A Pending CN112252767A (en) | 2020-10-29 | 2020-10-29 | Translation building device and method for soft foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112252767A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113338661A (en) * | 2021-05-25 | 2021-09-03 | 中国五冶集团有限公司 | Integral translation method for building |
| CN114737788A (en) * | 2022-04-26 | 2022-07-12 | 中建六局华南建设有限公司 | Device for building soft foundation by horizontal movement |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2774102Y (en) * | 2004-12-31 | 2006-04-26 | 喻寿南 | Load-bearing and anti-sinking device for field machinery |
| CN106760619A (en) * | 2016-12-23 | 2017-05-31 | 河北省建筑科学研究院 | A kind of building translation apparatus and its construction method |
| CN206528461U (en) * | 2017-02-28 | 2017-09-29 | 周雨君 | Offroad vehicle falls into car and got rid of poverty system |
| CN109863851A (en) * | 2019-03-28 | 2019-06-11 | 埃森农机常州有限公司 | Anti- subside in paddy field improves handling capacity device |
| CN110939292A (en) * | 2019-12-29 | 2020-03-31 | 河南文博建设工程有限公司 | Segment assembly type building translation track and translation method |
| CN210519141U (en) * | 2019-06-29 | 2020-05-12 | 任金豹 | Electrical box for constructional engineering |
| CN213980039U (en) * | 2020-10-29 | 2021-08-17 | 河南文博建设工程有限公司 | Translation building device for soft foundation |
-
2020
- 2020-10-29 CN CN202011183349.5A patent/CN112252767A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2774102Y (en) * | 2004-12-31 | 2006-04-26 | 喻寿南 | Load-bearing and anti-sinking device for field machinery |
| CN106760619A (en) * | 2016-12-23 | 2017-05-31 | 河北省建筑科学研究院 | A kind of building translation apparatus and its construction method |
| CN206528461U (en) * | 2017-02-28 | 2017-09-29 | 周雨君 | Offroad vehicle falls into car and got rid of poverty system |
| CN109863851A (en) * | 2019-03-28 | 2019-06-11 | 埃森农机常州有限公司 | Anti- subside in paddy field improves handling capacity device |
| CN210519141U (en) * | 2019-06-29 | 2020-05-12 | 任金豹 | Electrical box for constructional engineering |
| CN110939292A (en) * | 2019-12-29 | 2020-03-31 | 河南文博建设工程有限公司 | Segment assembly type building translation track and translation method |
| CN213980039U (en) * | 2020-10-29 | 2021-08-17 | 河南文博建设工程有限公司 | Translation building device for soft foundation |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113338661A (en) * | 2021-05-25 | 2021-09-03 | 中国五冶集团有限公司 | Integral translation method for building |
| CN114737788A (en) * | 2022-04-26 | 2022-07-12 | 中建六局华南建设有限公司 | Device for building soft foundation by horizontal movement |
| CN114737788B (en) * | 2022-04-26 | 2023-11-17 | 中建六局华南建设有限公司 | Device for translating building on soft foundation |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106948268B (en) | Variable-section steel box girder pushing combined device and using method thereof | |
| CN112252767A (en) | Translation building device and method for soft foundation | |
| CN102995571B (en) | Method for prepressing single large-tonnage temporary steel pipe support and then resisting beam bottom during dismantling bridge beam body, and device thereof | |
| CN104264706B (en) | External elevator steel beam foundation structure and construction method thereof | |
| CN213980039U (en) | Translation building device for soft foundation | |
| CN102286932B (en) | Construction method for off-site assembling and automatic mounting on bridge of mobile mould bridge abutment | |
| CN100362200C (en) | Supporting displacement method for lifting component and supporting system thereof | |
| CN209779634U (en) | Assembled reinforced concrete bearing structure suitable for subway station foundation ditch | |
| CN108999427B (en) | Support structure for moving load during building migration in place and construction method thereof | |
| CN211141349U (en) | Track panel well gantry crane foundation fixing structure | |
| CN205839594U (en) | Over-and-under type construction system that bridge superstructure construction used | |
| CN112609966B (en) | Construction method for constructing super-thick concrete top plate by utilizing simple latticed column laminated slab system | |
| CN103726449A (en) | Automatic beam placement platform device and construction method of replacing railway beams thereby | |
| CN211285076U (en) | Railway track overhead reinforcing structure | |
| CN210917052U (en) | Large-tonnage pushing device | |
| CN211421883U (en) | Prestressed tensioning jack lifting device | |
| CN206844680U (en) | Steel gallery ground assembly load transfer device | |
| CN112320630A (en) | Supporting beam for hoisting heat absorber | |
| CN216339675U (en) | Hole week edge side wall template bearing structure is reserved to subway station medium plate | |
| RU2061181C1 (en) | Movable concrete form for concreting floors | |
| CN111516137A (en) | Hydraulic integral movable prefabricated box girder web plate reinforcing steel bar jig frame and construction method | |
| CN206319485U (en) | Segmental slipping roof system steel truss and assembled supplementary structure | |
| CN111305443A (en) | Horizontal warehouse prestressed arch bar installation construction method | |
| CN217517655U (en) | Vertical shaft for water conservancy pipe jacking crossing construction | |
| CN218522169U (en) | Movable assembly type steel structure mounting and supporting platform |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |