CN109610882A - A kind of support construction and its construction method for building translation - Google Patents
A kind of support construction and its construction method for building translation Download PDFInfo
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- CN109610882A CN109610882A CN201811600819.6A CN201811600819A CN109610882A CN 109610882 A CN109610882 A CN 109610882A CN 201811600819 A CN201811600819 A CN 201811600819A CN 109610882 A CN109610882 A CN 109610882A
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- sleeve
- support column
- support
- construction
- top surface
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- 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
A kind of a kind of support construction for building translation of support construction and its construction method for building translation, is arranged in the top of Base isolation system or isolated footing；It include support column and basement roof；The top surface of the support column and the either flush of basement roof；The top of main reinforcement in the support column is lower than the top surface of support column, and is socketed with sleeve on the top of main reinforcement；The top absolute altitude of the sleeve is mutually adapted with the top surface absolute altitude of basement roof.The technical issues of present invention solves traditional construction method during existing building migration is in place, and planning driving path can not be migrated normally by obstacle.
Description
Technical field
The invention belongs to the realm of building construction, especially a kind of support construction and its construction party for building translation
Method.
Background technique
In moving building entirely construction, frequently encounters basement support column and such as construct according to code requirement, will make to prop up
The main reinforcement connector of dagger is located at the position Ju Li≤Hn/6 Qie≤Hc Qie≤500mm of plate face or more, wherein Hn is column clear height, Hc
It is wide for column；During this structure type will lead to existing building migration in place, the main reinforcement joint location of support column must be avoided
Disconnected area, planning driving path can not be carried out the problem for normally migrating construction by obstacle.
Summary of the invention
The object of the present invention is to provide a kind of support constructions and its construction method for building translation, to solve tradition
Construction method during existing building migration is in place, the technology that planning driving path can not be migrated normally by obstacle is asked
Topic.
To achieve the above object, the present invention adopts the following technical scheme that.
A kind of support construction for building translation, is arranged in the top of Base isolation system or isolated footing；It include branch
Dagger and basement roof；The top surface of the support column and the either flush of basement roof；Main reinforcement in the support column
Top is lower than the top surface of support column, and is socketed with sleeve on the top of main reinforcement；The top absolute altitude of the sleeve and support column
Top surface absolute altitude is mutually adapted.
Preferably, main ribs have one group, and one group of main reinforcement is along the edge arranged for interval of support column.
Preferably, the spacing between the top of main ribs and support column top surface is equal to the 1/2 of sleeve height.
Preferably, the support construction further includes having structural beams；The structural beams are connected between adjacent two support columns；
The basement roof rides upon in structural beams.
A kind of construction method of the support construction for building translation, including steps are as follows.
Step 1 is supported the reinforcing bar binding of column, the master of support column after the completion of Base isolation system or isolated footing are constructed
Top rib end is lower than the top surface of basement roof, and the gap length between the top of main reinforcement and basement roof top surface is equal to set
The 1/2 of cylinder height；Wherein, the top of main reinforcement processes mantle fiber according to the model of sleeve to be connected.
Step 2 carries out the installation of template: being supported the mould of the template of column, the template of structural beams and basement roof
Plate installation is reinforced.
Step 3 carries out the binding of the reinforcing bar of structural beams and the reinforcing bar of basement roof after the completion of reinforcing.
Step 4, before concreting, in the top installation sleeve of main reinforcement, the top absolute altitude of sleeve and basement roof
Top surface absolute altitude is mutually adapted, while being wrapped up with sealing material sleeve, prevents mud when concreting from penetrating into sleeve, shadow
Ring subsequent construction.
Step 5 is supported the concreting of column, while carrying out the concrete of structural beams and mixing for basement roof
Solidifying soil pours, and vibrating spear vibration compacting is used when concreting.
Step 6, after the completion of the concreting in step 5, and when intensity reaches 1.2MPa, by the sealing on sleeve
Material is picked out, it is ensured that sleeve is not damaged, penetrates into without cement slurry.
Step 7 migrates building along the path of design.
Step 8 after the completion of building moving, carries out sleeve using the reinforcing bars of structural columns with mantle fiber and mounted sleeve
Then mechanical connection carries out the construction of succeeding body structure.
Preferably, the specification, spacing of the stirrup of the specification of the main reinforcement of the support column in step 1, spacing and support column are by figure
Paper construction, is connected using tying up silk and carrying out binding with stirrup to the main reinforcement in support column.
Preferably, the length of the sleeve in step 1 is 100mm~120mm.
Preferably, the template in step 2 uses the overlay film multi-layer board of 15mm~25mm thickness, and back cord is arranged in the outside of template
It is reinforced.
Preferably, and the top surface absolute altitude of basement roof is identical or the top of sleeve is marked for the top absolute altitude of step 4 middle sleeve
Height is 1mm~2mm lower than the top surface absolute altitude of support column.
Preferably, in step 5, when carrying out concreting, the top of support column, the sleeve portion of installation are carried out
Protection, prevents over vibration or leakage.
Compared with prior art the invention has the characteristics that and beneficial effect.
1, in traditional construction, the vertical muscle processing length of support column needs be higher by migration Gong Zuo Mian≤Hn/6 Qie≤Hc and
≤ 500mm(Hn is column clear height, Hc is that column is wide), since the reinforcing bar of support column hinders migration path beyond migration working face, need
Reinforcing bar, which is cut off, can carry out building moving, cause waste of material, carry out superstructure column after the completion of migration and apply man-hour requirement
It takes bar planting mode to take root, needs to carry out bar planting pull-out test after the completion of bar planting, cause increased costs；And building of the invention
When translation, it is only worked into migration working face in the vertical muscle processing of support column, after the completion of migration, takes pre-buried sleeve straight
It connects the vertical muscle of installation top structural column and takes level-one connector, be not required to the construction content such as bar planting；Construction method of the invention, which simplifies, to be applied
Work process avoids the secondary cut of reinforcing bar, saves material, not only ensures building and smoothly translates in place, also ensures
The construction quality requirement of building, smoothly solves the technical problem that encounters in migration construction, and material can be saved by having, save at
Originally, the advantages of saving the duration and guaranteeing quality.
Construction method in 2 present invention is connected within the scope of the vertical muscle mounting height of newly-built basement support column using sleeve
It connects, indulges the plane absolute altitude when absolute altitude at muscle sleeve connection is building moving, the vertical muscle connector for reducing original support column is high
Degree, that constructs when ensure that moving building entirely construction middle orbit beam, trailer tire chance support column goes on smoothly.
3, in method of the invention, when being migrated to building, due to the top absolute altitude and basement roof of sleeve
Top surface absolute altitude is identical or slightly lower 1m~2mm, thus when building moving process will not top to support column and sleeve generate destruction
It influences.
Detailed description of the invention
The present invention will be further described in detail with reference to the accompanying drawing.
Fig. 1 is the schematic view of facade structure of support construction of the invention.
Fig. 2 is that reinforcing bars of structural columns is connected to the schematic diagram at the top of support construction in the present invention.
Fig. 3 is the horizontal section structural schematic diagram of support column of the invention.
Appended drawing reference: 1- support column, 1.1- main reinforcement, 1.2- stirrup, 2- basement roof, 3- structural beams, 4- set
Cylinder, 5- wheel, 6- reinforcing bars of structural columns.
Specific embodiment
As shown in Figure 1-3, this support construction for building translation, is arranged in the top of Base isolation system or isolated footing
Portion；It include support column 1 and basement roof 2；The top surface of the support column 1 and the either flush of basement roof 2；The branch
The top of main reinforcement 1.1 in dagger 1 is lower than the top surface of support column 1, and is socketed with sleeve 4 on the top of main reinforcement 1.1；The set
The top absolute altitude and the top surface absolute altitude of support column 1 of cylinder 4 are mutually adapted.
In the present embodiment, main ribs 1.1 have one group, and one group of main reinforcement 1.1 is along the edge interval cloth of support column 1
It sets；Thickness of protection tier between main reinforcement 1.1 and support column 1 is depending on drawing or specification, between generally 20-30mm,
Depending on different soil properties.
In the present embodiment, the spacing between 1 top surface of top and support column of main ribs 1.1 is equal to the 1/ of 4 height of sleeve
2。
In the present embodiment, the support construction further includes having structural beams 3；The structural beams 3 are connected to adjacent two supports
Between column 1；The basement roof 2 rides upon in structural beams 3.
In the present embodiment, the construction method of this support construction for building translation is in newly-built basement branch
It is connected within the scope of the vertical muscle mounting height of dagger 1 using sleeve 4, the plane mark when absolute altitude at 4 top of sleeve is building moving
Height reduces the height of the vertical muscle connector of original support column 1, ensure that moving building entirely construction middle orbit beam, trailer
Tire 5 can pass through at the setting position of support column 1.
The construction method of this support construction for building translation, including steps are as follows.
Step 1 is supported the reinforcing bar binding of column 1 after the completion of Base isolation system or isolated footing are constructed, support column 1
1.1 top of main reinforcement is lower than the top surface of basement roof 2, and the spacing between 2 top surface of the top of main reinforcement 1.1 and basement roof
Length is equal to the 1/2 of 4 height of sleeve, wherein height L=100~120mm of sleeve 4；Wherein, the top of main reinforcement 1.1 according to
The model of the sleeve 4 of connection processes mantle fiber, and the specification of the middle main reinforcement 1.1 of support column 1 and specification, the spacing of stirrup 1.2 press drawing
Construction buckles binding to main reinforcement 1.1 and eight words of progress of stirrup 1.2 using silk is tied up.
Step 2 carries out the installation of template: being supported the template of column 1, the template of structural beams 3 and basement roof 2
Template install reinforce.
Step 3 carries out the binding of the reinforcing bar of structural beams 3 and the reinforcing bar of basement roof 2, bar gauge after the completion of reinforcing
And spacing carries out the binding of eight word buttons securely to reinforcing bar using silk is tied up according to drawing construction.
Step 4, before concreting, mantle fiber position installation sleeve 4 on the top of main reinforcement 1.1, sleeve 4 uses level-one
Sleeve；The top absolute altitude of sleeve 4 is mutually adapted with the top surface absolute altitude of basement roof 2, while being carried out with sealing material to sleeve 4
Package prevents mud when concreting from penetrating into sleeve 4, influences subsequent construction.
Step 5 is supported the concreting of column 1, while carrying out the concrete and basement roof 2 of structural beams 3
Concreting uses vibrating spear vibration compacting when concreting, pays attention to the progress of 1 end installation sleeve of support column, 4 position
Protection, prevents over vibration or leakage.
Step 6 will be close on sleeve 4 after the completion of the concreting in step 5, and when intensity reaches 1.2MPa
Closure material is picked out, positive unscrewed sleeve 4, it is ensured that sleeve 4 is not damaged, penetrates into without cement slurry.
Step 7 migrates building along the path of design.
Step 8, after the completion of building moving, using the reinforcing bars of structural columns 6 with mantle fiber and 4 sets of mounted sleeve
Cylinder mechanical connection, then carries out the construction of succeeding body structure.
In the present embodiment, the stirrup 1.2 of the specification of the main reinforcement 1.1 of the support column 1 in step 1, spacing and support column 1
Specification, spacing press drawing construction, are connected using tying up silk and carrying out binding with stirrup 1.2 to the main reinforcement 1.1 in support column 1.
In the present embodiment, the length of the sleeve 4 in step 1 is 100mm~120mm.
In the present embodiment, template in step 2 uses the overlay film multi-layer board of 18mm thickness, the outside setting back cord of template into
Row is reinforced, and back cord uses steel pipe, and steel pipe arranges one every 350mm~450mm.
Certainly in other embodiments, the thickness of the template in step 2 can adjust according to the actual situation, generally
15mm~25mm is thick.
In the present embodiment, the top absolute altitude of the step 4 middle sleeve 4 and top surface absolute altitude of basement roof 2 is identical or sleeve 4
Top absolute altitude it is 1mm~2mm lower than the top surface absolute altitude of support column 1, therefore in building moving process, wheel 5 can be by ground
Smoothly walk on the migration face that lower ceiling plate 2 provides, will not top to support column 1 and sleeve 4 generate destroying infection.
In the present embodiment, in step 5, when carrying out concreting, to the position at the top of support column 1, installation sleeve 4
It sets and is protected, prevent over vibration or leakage.
Above-described embodiment is not the exhaustion of specific embodiment, can also there is other embodiments, and above-described embodiment purpose exists
In illustrating the present invention, the protection scope being not intended to limit the present invention, all applications from simple change of the present invention all fall within this
In the protection scope of invention.
Claims (10)
1. a kind of support construction for building translation, is arranged in the top of Base isolation system or isolated footing；It is characterized by:
It include support column (1) and basement roof (2)；The top surface of the support column (1) and the either flush of basement roof (2)；
The top of main reinforcement (1.1) in the support column (1) is lower than the top surface of support column (1), and is socketed on the top of main reinforcement (1.1)
There are sleeve (4)；The top absolute altitude and the top surface absolute altitude of support column (1) of the sleeve (4) are mutually adapted.
2. the support construction according to claim 1 for building translation: main ribs (1.1) have one group, and one
Main reinforcement (1.1) are organized along the edge arranged for interval of support column (1).
3. the support construction according to claim 1 for building translation: the top of main ribs (1.1) and support column
(1) spacing between top surface is equal to the 1/2 of sleeve (4) height.
4. the support construction according to claim 1 for building translation: the support construction further includes having structural beams
(3)；The structural beams (3) are connected between adjacent two support columns (1)；The basement roof (2) rides upon structural beams (3)
On.
5. the construction method of the support construction for building translation described in a kind of any one of claim 1-4, special
Sign is, comprises the following steps that
Step 1 is supported the reinforcing bar binding of column (1) after the completion of Base isolation system or isolated footing are constructed, support column (1)
Main reinforcement (1.1) top is lower than the top surface of basement roof (2), and the top of main reinforcement (1.1) and basement roof (2) top surface it
Between gap length be equal to sleeve (4) height 1/2；Wherein, the top of main reinforcement (1.1) is according to the type of sleeve (4) to be connected
Number processing mantle fiber；
Step 2 carries out the installation of template: being supported the template of column (1), the template and basement roof of structural beams (3)
(2) template, which is installed, reinforces；
Step 3 carries out the binding of the reinforcing bar of structural beams (3) and the reinforcing bar of basement roof (2) after the completion of reinforcing；
Step 4, before concreting, in the top installation sleeve (4) of main reinforcement (1.1), the top absolute altitude of sleeve (4) and underground
The top surface absolute altitude of ceiling plate (2) is mutually adapted, while being wrapped up with sealing material sleeve (4), when preventing concreting
Mud penetrates into sleeve (4), influences subsequent construction；
Step 5 is supported the concreting of column (1), while carrying out the concrete and basement roof (2) of structural beams (3)
Concreting, vibrating spear vibration compacting is used when concreting；
Step 6, after the completion of the concreting in step 5, and when intensity reaches 1.2MPa, by the sealing on sleeve (4)
Material is picked out, it is ensured that sleeve (4) is not damaged, penetrates into without cement slurry；
Step 7 migrates building along the path of design；
Step 8 after the completion of building moving, is covered using the reinforcing bars of structural columns (6) with mantle fiber with mounted sleeve (4)
Cylinder mechanical connection, then carries out the construction of succeeding body structure.
6. the construction method of the support construction according to claim 5 for building translation, it is characterised in that: step 1
In the specification of main reinforcement (1.1) of support column (1), specification, the spacing of stirrup (1.2) of spacing and support column (1) applied by drawing
Work is connected using tying up silk and carrying out binding with stirrup (1.2) to the main reinforcement (1.1) in support column (1).
7. a kind of construction method of the support construction for building translation according to claim 5, it is characterised in that: step
The length of sleeve (4) in one is 100mm~120mm.
8. the construction method of the support construction according to claim 5 for building translation, it is characterised in that: step 2
In template use the overlay film multi-layer board of 15mm~25mm thickness, the outside of template is arranged back cord and is reinforced.
9. the construction method of the support construction according to claim 5 for building translation, it is characterised in that: step 4
The top absolute altitude of middle sleeve (4) is identical as the top surface absolute altitude of support column (1) or the top absolute altitude of sleeve (4) compares basement roof
(2) the low 1mm~2mm of top surface absolute altitude.
10. the construction method of the support construction according to claim 5 for building translation, it is characterised in that: step
In five, when carrying out concreting, the top of support column (1), the position of installation sleeve (4) is protected, over vibration is prevented
Or leakage.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811600819.6A CN109610882B (en) | 2018-12-26 | 2018-12-26 | Support structure for building translation and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811600819.6A CN109610882B (en) | 2018-12-26 | 2018-12-26 | Support structure for building translation and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109610882A true CN109610882A (en) | 2019-04-12 |
| CN109610882B CN109610882B (en) | 2020-09-29 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201811600819.6A Active CN109610882B (en) | 2018-12-26 | 2018-12-26 | Support structure for building translation and construction method thereof |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103216114A (en) * | 2013-04-18 | 2013-07-24 | 朱奎 | Translation construction method for building |
| CN104060829A (en) * | 2014-05-22 | 2014-09-24 | 中国建筑第四工程局有限公司 | Construction method and construction device for house beam pillar |
| CN106193644A (en) * | 2016-07-26 | 2016-12-07 | 朱奎 | Basement reconstruction structure with raft foundation building |
| CN108999427A (en) * | 2018-10-15 | 2018-12-14 | 北京建工四建工程建设有限公司 | The support construction and its construction method of traveling load when a kind of building moving is in place |
| CN109083442A (en) * | 2018-10-15 | 2018-12-25 | 北京建工四建工程建设有限公司 | The construction method of dynamic load bearing structure when existing building is docked with newly-built basis |
-
2018
- 2018-12-26 CN CN201811600819.6A patent/CN109610882B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103216114A (en) * | 2013-04-18 | 2013-07-24 | 朱奎 | Translation construction method for building |
| CN104060829A (en) * | 2014-05-22 | 2014-09-24 | 中国建筑第四工程局有限公司 | Construction method and construction device for house beam pillar |
| CN106193644A (en) * | 2016-07-26 | 2016-12-07 | 朱奎 | Basement reconstruction structure with raft foundation building |
| CN108999427A (en) * | 2018-10-15 | 2018-12-14 | 北京建工四建工程建设有限公司 | The support construction and its construction method of traveling load when a kind of building moving is in place |
| CN109083442A (en) * | 2018-10-15 | 2018-12-25 | 北京建工四建工程建设有限公司 | The construction method of dynamic load bearing structure when existing building is docked with newly-built basis |
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| Publication number | Publication date |
|---|---|
| CN109610882B (en) | 2020-09-29 |
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