CN114319929A - Integral jacking device for house - Google Patents
Integral jacking device for house Download PDFInfo
- Publication number
- CN114319929A CN114319929A CN202111625276.5A CN202111625276A CN114319929A CN 114319929 A CN114319929 A CN 114319929A CN 202111625276 A CN202111625276 A CN 202111625276A CN 114319929 A CN114319929 A CN 114319929A
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- CN
- China
- Prior art keywords
- channel
- house
- jacking
- bolt
- section
- 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.)
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Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 71
- 239000010959 steel Substances 0.000 claims abstract description 71
- 230000007246 mechanism Effects 0.000 claims abstract description 11
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 36
- 229910052742 iron Inorganic materials 0.000 claims description 18
- 235000000396 iron Nutrition 0.000 claims description 9
- 230000009194 climbing Effects 0.000 claims description 7
- 235000008331 Pinus X rigitaeda Nutrition 0.000 claims description 6
- 235000011613 Pinus brutia Nutrition 0.000 claims description 6
- 241000018646 Pinus brutia Species 0.000 claims description 6
- 238000005266 casting Methods 0.000 claims 3
- 238000010276 construction Methods 0.000 abstract description 14
- 238000000034 method Methods 0.000 abstract description 10
- 230000008569 process Effects 0.000 abstract description 6
- 239000000463 material Substances 0.000 abstract description 4
- 239000002699 waste material Substances 0.000 abstract description 3
- 238000005516 engineering process Methods 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 4
- 229910000746 Structural steel Inorganic materials 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 2
- QNRATNLHPGXHMA-XZHTYLCXSA-N (r)-(6-ethoxyquinolin-4-yl)-[(2s,4s,5r)-5-ethyl-1-azabicyclo[2.2.2]octan-2-yl]methanol;hydrochloride Chemical compound Cl.C([C@H]([C@H](C1)CC)C2)CN1[C@@H]2[C@H](O)C1=CC=NC2=CC=C(OCC)C=C21 QNRATNLHPGXHMA-XZHTYLCXSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 230000004083 survival effect Effects 0.000 description 1
- 238000009424 underpinning Methods 0.000 description 1
- 238000003466 welding 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
Abstract
The invention discloses a house integral jacking device, and relates to the technical field of jacking devices. The invention comprises a house body, two jacking mechanisms are arranged at the bottom of the house body, and each jacking mechanism comprises: the two jacks are positioned at the lower side of the house body, and two first channel steels are arranged between output ends of the two jacks; two second channel steels are arranged on the upper side of the first channel steel, a first bolt is arranged between the two second channel steels, and the first bolt is matched with the bottom of the house body. According to the first channel steel, when the jacking support member is built, the used materials are few, the situations of labor waste and time waste are reduced, the complexity of the construction process is reduced, the integral jacking difficulty of the house is reduced, the integral jacking safety of the house is improved, and the integral construction period of the house is shortened.
Description
Technical Field
The invention belongs to the technical field of jacking devices, and particularly relates to a house integral jacking device.
Background
The integral house jacking device is used for integrally jacking a house, and the house is a building formed by reinforced concrete for people or things. The house is a base body of a family, and the house is a trusting for human survival, so that people can avoid all interference from the outside, and can enjoy free and free feeling with own relatives.
When the jacking supporting member is built, the used materials are more, the labor and the time are wasted, the construction process is complex, the difficulty is high, the safety is poor, the construction period is long, and the existing heightening workshop technology has the defects, so the method is not ideal in actual use.
Disclosure of Invention
The invention aims to provide a house integral jacking device, which solves the technical problems of complex construction process, high difficulty, poor safety and long construction period in the prior art.
In order to achieve the purpose, the invention is realized by the following technical scheme:
the utility model provides a whole jacking device in house, includes the house body, two climbing mechanisms have been installed to the bottom of house body, and climbing mechanism includes: the two jacks are positioned at the lower side of the house body, and two first channel steels are arranged between output ends of the two jacks;
two second channel steels are arranged on the upper side of the first channel steel, a first bolt is arranged between the two second channel steels, and the first bolt is matched with the bottom of the house body;
the bottom of jack is installed first round beam of pouring, and the pine post is installed to the bottom of first round beam of pouring.
Optionally, the second is installed to the upside of first round beam of pouring, the base has been installed to the upside of second round beam of pouring, and the bottom of jack is installed at the upside of base, install two third channel-section steels between two bases, the second bolt has been installed between two third channel-section steels, the band steel has been installed to one side of third channel-section steel, and the second bolt runs through the band steel, the band steel runs through first channel-section steel, the one end and the cooperation of second channel-section steel of band steel, first bolt runs through the band steel, the cross-section of first channel-section steel is rectangle, the third channel-section steel, the cross-section of second channel-section steel all is the U-shaped, made things convenient for and fixed the support column.
Optionally, the house body includes: back eaves wall, preceding eaves wall, and preceding eaves wall is located one side of back eaves wall, and the support column has been installed to the bottom of back eaves wall, preceding eaves wall, and support column one end is located between two second channel-section steels, and support column one end is located first bolt, and climbing mechanism still includes: a plurality of first band irons and a plurality of second band irons are uniformly distributed between the two fourth channel steels and are arranged on the first band irons, the cross sections of the first band irons are rectangular, the cross sections of the second band irons are rhombic, the cross sections of the fourth channel steels are rectangular, a plurality of third bolts are arranged on one sides of the fourth channel steels and are matched with the first band irons, and the first band irons are conveniently fixed through the third bolts.
The embodiment of the invention has the following beneficial effects:
according to the first channel steel provided by the embodiment of the invention, when the jacking support member is built, the used materials are less, the situations of labor and time waste are reduced, the complexity of the construction process is reduced, the difficulty in jacking the whole house is reduced, the safety of jacking the whole house is improved, and the construction period of the whole house is reduced.
Of course, it is not necessary for any product in which the invention is practiced to achieve all of the above-described advantages at the same time.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of this application, illustrate embodiments of the invention and, together with the description, serve to explain the invention and not to limit the invention. In the drawings:
FIG. 1 is a schematic cross-sectional view of an embodiment of the present invention;
FIG. 2 is a schematic structural view of a first cast circular beam and a second cast circular beam according to an embodiment of the present invention;
fig. 3 is a schematic structural view of a fourth channel steel according to an embodiment of the present invention;
fig. 4 is a schematic structural diagram of a first flat iron according to an embodiment of the present invention.
Wherein the figures include the following reference numerals:
pine post 1, second bolt 2, jack 3, third channel steel 4, first channel steel 5, second channel steel 6, first bolt 7, band steel 8, first round beam 9 of pouring, round beam 10 is pour to the second, base 11, back eave wall 12, preceding eave wall 13, fourth channel steel 14, second band iron 15, first band iron 16, fifth channel steel 17, third bolt 18, support column 19.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. The following description of at least one exemplary embodiment is merely illustrative in nature and is in no way intended to limit the invention, its application, or uses.
To maintain the following description of the embodiments of the present invention clear and concise, a detailed description of known functions and known components of the invention have been omitted.
Referring to fig. 1-4, in the present embodiment, there is provided a device for lifting a whole house, including: two climbing mechanisms have been installed to the bottom of house body, and climbing mechanism includes: two jacks 3 positioned at the lower side of the house body, and two first channel steel 5 are arranged between the output ends of the two jacks 3;
two second channel steels 6 are arranged on the upper side of the first channel steel 5, a first bolt 7 is arranged between the two second channel steels 6, and the first bolt 7 is matched with the bottom of the house body;
the bottom of jack 3 is equipped with first round beam 9 of pouring, and pine post 1 is equipped with to the bottom of first round beam 9 of pouring.
Firstly, pine post 1 is inserted into the ground, then install the first round beam of pouring 9 in the upper end of pine post 1, install the second round beam of pouring 10 at the upside of first round beam of pouring 9, then install base 11 on the second round beam of pouring 10, install jack 3 on base 11, install first channel-section steel 5 at the output of two jacks 3, then pass through second channel-section steel 6 to support column 19, first bolt 7 is fixed at the upside of first channel-section steel 5, then install back eaves wall 12, preceding eaves wall 13 respectively on two support columns 19, and then accomplish the use of the whole jacking device in house.
The first channel-section steel 5 that sets up, when putting up jacking supporting member, the material of use is few, the condition that takes a lot of work and time has been reduced, it is complicated to have reduced construction process, the whole jacking degree of difficulty in house has been reduced, the security of the whole jacking in house has been improved, the holistic time limit for a project in house has been reduced, the whole jacking construction technology in house is indoor to original house, the outer use highly can not satisfy the requirement or need carry out the basis and lift up the reinforcement, under the prerequisite of not demolising house superstructure, carry out horizontal cutting to the house, whole jacking, do a reinforced construction method of basis again. Through the application of the technology, the original appearance of the ancient building is effectively protected, and the huge investment of dismantling and rebuilding the house is reduced.
The integral house jacking construction technology is a construction method for horizontally cutting, integrally jacking and remaking foundation reinforcement on the premise of not dismantling the upper structure of a house aiming at the problem that the indoor and outdoor use heights of the original house cannot meet the requirements or need to lift and reinforce the foundation. During specific construction, a pond is arranged around a house, foundation reinforcement is carried out in a foundation timber pile reinforcement mode, a first layer of concrete foundation is arranged, a steel frame is welded to surround a wall body up and down, a hydraulic jack is installed, the wall body is cut and separated by static cutting equipment, the wall body is separated from columns by adopting a manual chiseling method, the jacks are controlled to be synchronously jacked, the weight above the cutting line of the wall body is transmitted to the jacks and the reinforced concrete layer of foundation by a node underpinning method in the jacking process, and the foundation is reworked for the second time.
For guaranteeing the stability of jacking in-process, avoid the house to take place translation and rotation, house four corner post embracing post roof beam both sides set up limit structure, and each post is drawn as the tie-beam with the channel-section steel in the middle of to guarantee the overall stability of structure, stop device: the angle iron is mainly formed by welding L160X 14 angle steel and flat iron, the lower part of the angle iron is welded with embedded iron of a lower column-embracing beam, a side support is the L160X 14 angle steel, the verticality of the limit height must be within 2 mm, the inner side face must be abutted against the side of an upper column-embracing beam, and if a gap exists, the angle iron is tightly plugged by the flat iron. After the installation is limited, the I-shaped steel connecting beam is welded, each person controls one jack, jacking is started simultaneously by listening to a command, and after jacking trial jacking, if no problem exists after observation, formal jacking is carried out.
Please refer to fig. 2, in this embodiment, a second round beam 10 is installed on an upper side of a first round beam 9, a base 11 is installed on an upper side of the second round beam 10, a bottom of a jack 3 is installed on an upper side of the base 11, two third channel steels 4 are installed between the two bases 11, a second bolt 2 is installed between the two third channel steels 4, a flat steel 8 is installed on one side of the third channel steel 4, the second bolt 2 penetrates through the flat steel 8, the flat steel 8 penetrates through the first channel steel 5, one end of the flat steel 8 is matched with the second channel steel 6, the first bolt 7 penetrates through the flat steel 8, a cross section of the first channel steel 5 is rectangular, cross sections of the third channel steel 4 and the second channel steel 6 are both U-shaped, and the house body includes: back eaves wall 12, preceding eaves wall 13, and preceding eaves wall 13 is located one side of back eaves wall 12, and support column 19 has been installed to the bottom of back eaves wall 12, preceding eaves wall 13, and support column 19 one end is located between two second channel-section steels 6, and support column 19 one end is located first bolt 7, has made things convenient for and has fixed support column 19 through first bolt 7.
Referring to fig. 2, the jacking mechanism of the present embodiment further includes: two fourth channel-section steels 14, a plurality of first band iron 16, a plurality of second band iron 15 have been installed to the equipartition between two fourth channel-section steels 14, second band iron 15 is installed on first band iron 16, the cross-section of first band iron 16 is rectangle, the cross-section of second band iron 15 is the rhombus, the cross-section of fourth channel-section steel 14 is rectangle, a plurality of third bolts 18 have been installed to one side of fourth channel-section steel 14, and third bolt 18 and the cooperation of first band iron 16, made things convenient for to fix first band iron 16 through third bolt 18.
The above embodiments may be combined with each other.
It should be noted that the terms "first," "second," and the like in the description and claims of this application and in the drawings described above are used for distinguishing between similar elements and not necessarily for describing a particular sequential or chronological order. It is to be understood that the data so used is interchangeable under appropriate circumstances such that the embodiments of the application described herein are capable of operation in sequences other than those illustrated or described herein.
In the description of the present invention, it is to be understood that the orientation or positional relationship indicated by the orientation words such as "front, rear, upper, lower, left, right", "lateral, vertical, horizontal" and "top, bottom", etc. are usually based on the orientation or positional relationship shown in the drawings, and are only for convenience of description and simplicity of description, and in the case of not making a reverse description, these orientation words do not indicate and imply that the device or element being referred to must have a specific orientation or be constructed and operated in a specific orientation, and therefore, should not be considered as limiting the scope of the present invention; the terms "inner and outer" refer to the inner and outer relative to the profile of the respective component itself.
Claims (10)
1. The utility model provides a whole jacking device in house which characterized in that includes: two climbing mechanisms have been installed to the bottom of house body, and climbing mechanism includes: two jacks (3) positioned at the lower side of the house body, and two first channel steel (5) are arranged between the output ends of the two jacks (3);
two second channel steels (6) are arranged on the upper side of the first channel steel (5), a first bolt (7) is arranged between the two second channel steels (6), and the first bolt (7) is matched with the bottom of the house body;
the bottom of the jack (3) is provided with a first pouring round beam (9), and the bottom of the first pouring round beam (9) is provided with a pine column (1).
2. The jacking device for the whole house as claimed in claim 1, wherein the upper side of the first casting round beam (9) is provided with a second casting round beam (10), the upper side of the second casting round beam (10) is provided with a base (11), and the bottom of the jack (3) is arranged on the upper side of the base (11).
3. A jacking apparatus for house as claimed in claim 2, wherein two third channels (4) are installed between the two bases (11), and the second bolt (2) is installed between the two third channels (4).
4. A jacking apparatus for house as claimed in claim 3, wherein the third channel (4) is provided with a flat bar (8) on one side, and the second bolt (2) passes through the flat bar (8), the flat bar (8) passes through the first channel (5), one end of the flat bar (8) is engaged with the second channel (6), and the first bolt (7) passes through the flat bar (8).
5. A jacking device for houses as claimed in claim 4, wherein the first channel (5) is rectangular in cross-section, and the third channel (4) and the second channel (6) are U-shaped in cross-section.
6. The apparatus of claim 1, wherein the house body comprises: back eaves wall (12), preceding eaves wall (13), and preceding eaves wall (13) are located one side of back eaves wall (12), and support column (19) have been installed to the bottom of back eaves wall (12), preceding eaves wall (13), and support column (19) one end is located between two second channel-section steels (6), and support column (19) one end is located first bolt (7).
7. The apparatus of claim 1, wherein the jacking mechanism further comprises: a plurality of first flat irons (16) and a plurality of second flat irons (15) are uniformly distributed between the two fourth channel steels (14).
8. A jacking system for houses as claimed in claim 7, wherein the second iron plate (15) is mounted on the first iron plate (16), the first iron plate (16) being rectangular in cross-section and the second iron plate (15) being diamond-shaped in cross-section.
9. A jacking system for houses as claimed in claim 7, wherein the fourth channel (14) is rectangular in cross-section.
10. A jacking system for houses as claimed in claim 7, wherein the fourth channel (14) is provided with a plurality of third bolts (18) on one side thereof, the third bolts (18) engaging the first flat bar (16).
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111625276.5A CN114319929A (en) | 2021-12-28 | 2021-12-28 | Integral jacking device for house |
| PCT/CN2022/108975 WO2023124058A1 (en) | 2021-12-28 | 2022-07-29 | Integral jacking apparatus for house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111625276.5A CN114319929A (en) | 2021-12-28 | 2021-12-28 | Integral jacking device for house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN114319929A true CN114319929A (en) | 2022-04-12 |
Family
ID=81015121
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111625276.5A Pending CN114319929A (en) | 2021-12-28 | 2021-12-28 | Integral jacking device for house |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN114319929A (en) |
| WO (1) | WO2023124058A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2023124058A1 (en) * | 2021-12-28 | 2023-07-06 | 上海建为历保科技股份有限公司 | Integral jacking apparatus for house |
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| CN1314534A (en) * | 2001-04-30 | 2001-09-26 | 贵阳铝镁设计研究院 | Integrated raising method for self-supporting house roof and its equipment |
| JP2002303051A (en) * | 2001-04-09 | 2002-10-18 | Katsutoshi Imanaga | Building tension holding instrument, building tension holding method using the same, and building jacking-up method |
| CN1948669A (en) * | 2005-10-13 | 2007-04-18 | 祝应红 | Method of lifting whole house |
| CN101476397A (en) * | 2009-01-15 | 2009-07-08 | 二十三冶建设集团有限公司 | Integral jacking method for steel roof frame and concrete column articulated factory house cover |
| CN205935188U (en) * | 2016-08-19 | 2017-02-08 | 陈先牛 | Combination formula building structure based on stone steel matter |
| CN111075223A (en) * | 2019-12-19 | 2020-04-28 | 江苏鼎达建筑新技术有限公司 | Jacking construction method and jacking device for house reinforcement and deviation rectification |
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| JP2000170395A (en) * | 1998-12-08 | 2000-06-20 | Fujita Corp | Column pushing-up jig |
| CN101092850A (en) * | 2006-06-22 | 2007-12-26 | 张准胜 | Method and installation for rising building or historical building / cluster of historical building integrally |
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| CN208702197U (en) * | 2018-07-27 | 2019-04-05 | 广东华科大建筑技术开发有限公司 | A kind of big displacement integral jacking Compact Mounts |
| CN114319929A (en) * | 2021-12-28 | 2022-04-12 | 上海建为历保科技股份有限公司 | Integral jacking device for house |
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2021
- 2021-12-28 CN CN202111625276.5A patent/CN114319929A/en active Pending
-
2022
- 2022-07-29 WO PCT/CN2022/108975 patent/WO2023124058A1/en unknown
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| JP2002303051A (en) * | 2001-04-09 | 2002-10-18 | Katsutoshi Imanaga | Building tension holding instrument, building tension holding method using the same, and building jacking-up method |
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| CN1948669A (en) * | 2005-10-13 | 2007-04-18 | 祝应红 | Method of lifting whole house |
| CN101476397A (en) * | 2009-01-15 | 2009-07-08 | 二十三冶建设集团有限公司 | Integral jacking method for steel roof frame and concrete column articulated factory house cover |
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| CN111075223A (en) * | 2019-12-19 | 2020-04-28 | 江苏鼎达建筑新技术有限公司 | Jacking construction method and jacking device for house reinforcement and deviation rectification |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2023124058A1 (en) * | 2021-12-28 | 2023-07-06 | 上海建为历保科技股份有限公司 | Integral jacking apparatus for house |
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| Publication number | Publication date |
|---|---|
| WO2023124058A1 (en) | 2023-07-06 |
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Application publication date: 20220412 |