CN1073190C - Method of shifting frame house - Google Patents
Method of shifting frame house Download PDFInfo
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- CN1073190C CN1073190C CN 98108534 CN98108534A CN1073190C CN 1073190 C CN1073190 C CN 1073190C CN 98108534 CN98108534 CN 98108534 CN 98108534 A CN98108534 A CN 98108534A CN 1073190 C CN1073190 C CN 1073190C
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- reinforcing bar
- deck structure
- suspended deck
- dispersion plate
- pillar
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Abstract
The present invention relates to a method of shifting a whole frame house, which is a method of horizontally shifting a building. Pillars, bearing platforms, concentration force dispersion plate, rollers and a walking foundation are used as a universal means. The present invention is characterized in that the present invention comprises the following steps: making the walking foundation, installing the lower concentration force dispersion plate, placing the rollers, installing the upper concentration force dispersion plate, making a lower bearing platform structure, installing a damping energy dissipation layer, making an upper bearing platform structure, cutting the pillars, repairing a damping energy dissipation layer, pushing or pulling a house by a jack, welding a bearing platform structure system and the permanent foundation, and injecting concrete with high mark number. The present invention has the advantage that the weight-bearing capacity of the pillars is not changed or weakened. After being shifted, the house has the function of shock resistance. The method is simple and reliable.
Description
The present invention relates to a kind of extraordinary building engineering construction method, the whole method that moves of the frame house of particularly a kind of industry and civilian construction.
At present, in the building translation, translation high-rise and superelevation layer frame house does not appear in the newspapers as yet.To moving of low layer frame house, as application number be: 92111913.5 patent is to move after the allowable ratio of height to sectional thickness of masonry wall or column load-bearing is changed in the post load-bearing again, and remove allowable ratio of height to sectional thickness of masonry wall or column after putting in place again, not only take a lot of work, time-consuming, expense material, and changed the stressing conditions of former housing bottom post and beam, and post and reinforcement do not have fixed, and reinforcement and basis do not have fixed yet, building structure is caused the damage of different Cheng Du, the shake-proof ability and the application life of having reduced former house.
It is simple and reliable to the objective of the invention is to disclose at aforementioned the deficiencies in the prior art a kind of house method when translation, move into place rear pillar and reinforcement is fixed, reinforcement and basis are fixed, and can satisfy the whole method that moves of a kind of frame house of the shockproof requirement in house.
The present invention realizes as follows: the whole method that moves of a kind of frame house, and as instrument, it comprises the steps: to make shifting foundation with pillar, suspended deck structure system, concentrated force dispersion plate, roller, shifting foundation for it; The concentrated force dispersion plate is installed on shifting foundation; Shown in place roller on the concentrated force dispersion plate; The concentrated force dispersion plate is installed on this roller; Suspended deck structure under making on this concentrated force dispersion plate is reserved the secondary pouring hole; The shock-damping energy-dissipating layer is installed on this suspended deck structure, is reserved the secondary pouring hole; On this shock-damping energy-dissipating layer, make suspended deck structure, reserve the secondary pouring hole; Cut off the pillar of roller position; With jack pushing tow or traction house; With reinforcing bar suspended deck structure system and permanent basis are welded; From above-mentioned secondary pouring hole perfusion high-grade concrete; Shifting foundation is that it comprises permanent basis with design of existing building design specifications and construction, on permanent basis built-in fitting is arranged, and built-in fitting welds on put in place back and the suspended deck structure system;
Making down, the step of suspended deck structure is:
(1) pillar is taken off at the topping of the post reinforcing bar of cushion cap position, exposed the post reinforcing bar, on the concentrated force dispersion plate, put and the corresponding built-in fitting of the built-in fitting of shifting foundation.
(2) welding " " shape reinforcing bar on every post reinforcing bar of pillar.
(3), suspended deck structure reinforcing bar under the colligation, colligation cushion cap linking beam reinforcing bar.
(4), water and pour down the suspended deck structure concrete, stay the secondary pouring hole.
The step of suspended deck structure is in the making:
(1), pillar is taken off at the topping of the post reinforcing bar of last cushion cap position, expose reinforcing bar, welding " " reinforcing bar on reinforcing bar,
(2), suspended deck structure reinforcing bar in the colligation, colligation cushion cap linking beam reinforcing bar stays the secondary pouring hole.
(3), suspended deck structure concrete in the cast.
It is that jack is arranged and can also can be distributed in the house before and after the house according to frictional force on every axis on the moving direction that the jack tonnage is selected.
Cutting off pillar is the pillar that will cut off shock-damping energy-dissipating layer position and roller position.
Good effect of the present invention is: energy and suspended deck structure system firmly are welded as a whole by " " reinforcing bar in (1) pillar moving process, the back cushion cap structural system that puts in place can firmly be welded as a whole by built-in fitting with the basis, does not change or weaken the former design weight capacity of pillar.(2) high-story house moves has shockproof function after neutralization puts in place.(3) moving method is simple and reliable.
Description of drawings is as follows:
Fig. 1: be the embodiments of the invention foundation plans.
Fig. 2: be the shifting foundation layout plan.
Fig. 3: be suspended deck structure system plan view.
Fig. 4: be cushion cap plane detail drawing.
Fig. 5: 1-1 sectional drawing.
Fig. 6: 2-2 sectional drawing.
Fig. 7: the allowable ratio of height to sectional thickness of masonry wall or column of carrying out cushion cap.
Fig. 8: the 1m left and right sides allowable ratio of height to sectional thickness of masonry wall or column of dismantling.
Fig. 9: cast 1m left and right sides cushion cap linking beam.
Figure 10: concrete wall are reinforced profile.
Figure 11: facade is reinforced in the load-bearing of allowable ratio of height to sectional thickness of masonry wall or column arch.
Figure 12: facade is reinforced in the load-bearing of allowable ratio of height to sectional thickness of masonry wall or column multiple arch.
Wherein: 1, pillar 2, pillar basis 3, shifting foundation 4, concentrated force dispersion plate 5, built-in fitting 6, jacked pile 7, suspended deck structure system 7a, last suspended deck structure 7b, following suspended deck structure 8, cushion cap linking beam 9, fill orifice 10, " " shape reinforcing bar 11, cushion cap linking beam reinforcing bar 12, shock-damping energy-dissipating layer 13, the anchoring knot 14 of built-in fitting 5, concentrated force dispersion plate 15, roller 16, allowable ratio of height to sectional thickness of masonry wall or column 17, post reinforcing bar 18, interim support 19, reinforcing bar 20 high-strength mortars 21 through walls, concrete wall 22, arch 23, pull bar
Below in conjunction with accompanying drawing the present invention is described in further detail:
As shown in drawings, the whole method that moves of frame house is with pillar 1, suspended deck structure system 7, and concentrated force dispersion plate (4,14), roller 15, shifting foundation 3 are as instrument, and it comprises the steps: to make shifting foundation 3; Concentrated force dispersion plate 4 is installed on shifting foundation; Shown in place roller 15 on the concentrated force dispersion plate 4; Concentrated force dispersion plate 14 is installed on this roller 15; Suspended deck structure 7b reserves secondary pouring hole 9 under making on this concentrated force dispersion plate 14; Shock-damping energy-dissipating layer 12 is installed on this suspended deck structure, is reserved secondary pouring hole 9; On this shock-damping energy-dissipating layer 12, make suspended deck structure 7a, reserve secondary pouring hole 9; Cut off the pillar of roller 15 positions; With jack pushing tow or traction house; With reinforcing bar suspended deck structure system 7 and permanent basis are welded; The 9 perfusion high-grade concretes from above-mentioned secondary pouring hole.
Make shifting foundation 3 (as shown in Figure 2): according to existing design specifications, go out the materials and the size of shifting foundation 3 by the bearing capacity calculation of the weight in house and ground, construction then, different loads and different bearing capacity of foundation soil there is different shifting foundation lines, among the figure 5 is built-in fittings, waits the built-in fitting 5 welding one of put in place back and suspended deck structure system 7 bottoms.
Concentrated force dispersion plate 4 is installed: on shifting foundation 3, lay 1: 2 high-strength mortar 20, broken-up laying concentrated force dispersion plate 4 then, the absolute altitude error is+0.5 millimeter (as Fig. 2).Concentrated force dispersion plate 4 can be used high-strength materials such as steel plate, shaped steel, engineering plastics, nylon.
Put roller 15: put roller 15 on concentrated force dispersion plate 4 equably, each roller 15 is according to the bearing capacity and the fatigue data of test, calculates the permission bearing capacity, goes out the spacing of roller 15 then according to the permission bearing capacity calculation of the weight in house and roller 15.The material of roller 15 can be high-strength high-abrasive materials such as steel, engineering plastics, nylon.
Concentrated force dispersion plate 14 is installed: settle concentrated force dispersion plate 14 on roller 15, the absolute altitude error is+0.5 millimeter, and the material of concentrated force dispersion plate 14 is identical with the material of concentrated force dispersion plate 4.
Make under the following suspended deck structure 7b:
(1), pillar 1 is taken off at the topping of the post reinforcing bar 17 of cushion cap position, expose post reinforcing bar 17, on concentrated force dispersion plate 14, put built-in fitting 5 corresponding built-in fittings 5 (as Fig. 4,5,6) with shifting foundation 3.
(2) weld " " shape reinforcing bar 10 on pillar 1 every post reinforcing bar 17.
(3), suspended deck structure 7b reinforcing bar under the colligation, colligation cushion cap linking beam 8 reinforcing bars.
(4), water and pour down suspended deck structure 7b concrete, stay secondary pouring hole 9.
Damping is installed swings energy dissipating layer 12:
Shock-damping energy-dissipating layer 12 is isolation rubber pad (also available publication number is the CN140222A patented technology), stays secondary pouring hole 9.
Suspended deck structure 7a in the making:
(1), take off, the topping of pillar 1 reinforcing bar is taken off, exposed post reinforcing bar 17 in the position of last suspended deck structure 7a, welding " " shape reinforcing bar 10 on post reinforcing bar 17,
(2), suspended deck structure 7a reinforcing bar in the colligation, colligation cushion cap linking beam reinforcing bar 11 stays secondary pouring hole 9.
(3), suspended deck structure 7a concrete in the cast.
The cutting pillar:
After suspended deck structure system 7 reaches the design label, the position of pillar 1 at roller 15 cut off pillar 1 with pneumatic pick or diamond facility, and this moment, the weight transmitting mode in house was: pillar 1-goes up suspended deck structure 7a-shock-damping energy-dissipating layer 12-T suspended deck structure 7b-concentrated force dispersion plate 14-roller 15-concentrated force dispersion plate 4-shifting foundation 3.
With jack pushing tow or traction mobile house, jack is in front and back, house or intermediate arrangement.Select the tonnage of jack according to frictional force size on every axis of moving direction.
It is fixing: after the house puts in place, with reinforcing bar the built-in fitting 5 usefulness reinforcing bars weldering on the built-in fitting 5 of shifting foundation 3 and the following suspended deck structure 7b is lived, concentrated force dispersion plate 4,14 (also can not removing) is removed in segmentation, segmentation is propped up with temporary support, with strong concrete from fill orifice 9 pour into, ram-jolt, pour into and highly be no more than shock-damping energy-dissipating layer 12.
For the reinforced concrete wall in the frame construction 21, can regard the combination (as Figure 10) of a plurality of pillars 1 as, increase globality that reinforcing bar be used for strengthen suspended deck structure system 7 in the upper and lower suspended deck structure arrangement of reinforcement this moment.
For 16 parts of the allowable ratio of height to sectional thickness of masonry wall or column in the frame construction, can do suspended deck structure system 7 earlier, cushion cap linking beam 8 reinforcing bars are exposed one section, be used for welding (as Fig. 7) the allowable ratio of height to sectional thickness of masonry wall or column hole, the 1m left and right sides of dismantling toward next position next time and lay concentrated force dispersion plate 4, again linking beam 8 reinforcing bars burn-on (as Fig. 8), water then and pour down cushion cap linking beam 8, put shock-damping energy-dissipating layer 12, water cushion cap linking beam 8 again, last cushion cap linking beam 8 and allowable ratio of height to sectional thickness of masonry wall or column 16 close proximity (as Fig. 9), more than be a casting process, use the same method and repeatedly finish the cast of linking beam 8.The load of allowable ratio of height to sectional thickness of masonry wall or column 16 is born by cushion cap linking beam 8, and 18 among Fig. 9 is temporary support, removes when mobile.
After also can carrying out suspended deck structure system 7 earlier for allowable ratio of height to sectional thickness of masonry wall or column 16, between two suspended deck structure systems 7, concrete or steel work arch 22 are done in the two sides of allowable ratio of height to sectional thickness of masonry wall or column 16, the arch 22 usefulness reinforcing bar 19 through walls or the shaped steel on wall two sides are fixed, the bottom of arch 22 is provided with pull bar 23, make the weight of the body 16 of building a wall pass to suspended deck structure system 7 by encircleing 22, when span is big (as Figure 12), can make several arches 22, the junction is provided with suspended deck structure system 7 and gets final product between arch and the arch, dismantles when mobile to encircle 22 times bodies 16 of building a wall and get final product.
Need not shockproof energy dissipating layer 12 in the middle of the low-rise building suspended deck structure system 7.
Claims (6)
1, the whole method that moves of a kind of frame house, as instrument, it comprises the steps: to make shifting foundation (3) with pillar (1), suspended deck structure system (7), concentrated force dispersion plate (4,14), roller (15), shifting foundation (3) for it; Concentrated force dispersion plate (4) is installed on shifting foundation; Shown in concentrated force dispersion plate (4) go up to place roller (15); Go up installation concentrated force dispersion plate (14) at this roller (15); Go up suspended deck structure (7b) under the making at this concentrated force dispersion plate (14), reserve secondary pouring hole (9); Shock-damping energy-dissipating layer (12) is installed on this suspended deck structure, is reserved secondary pouring hole (9); On this shock-damping energy-dissipating layer (12), make suspended deck structure (7a), reserve secondary pouring hole (9): the pillar that cuts off roller (15) position; With jack pushing tow or traction house; With reinforcing bar suspended deck structure system (7) and permanent basis are welded; From above-mentioned secondary pouring hole (9) perfusion high-grade concrete.
2, the whole method that moves of frame house according to claim 1, it is characterized in that: shifting foundation (3) is with design of existing building design specifications and construction, it comprises permanent basis, on permanent basis built-in fitting (5) is arranged, put in place back and suspended deck structure system (7) go up built-in fitting (5) and weld.
3, the whole method that moves of frame house according to claim 2 is characterized in that: making down, the step of suspended deck structure 7b is:
(1), pillar (1) is taken off at the topping of the post reinforcing bar (17) of cushion cap position, expose post reinforcing bar (17), on concentrated force dispersion plate (14), put and the corresponding built-in fitting of built-in fitting (5) (5) of shifting foundation (3)).
(2) every post reinforcing bar of pillar (1) (17) is gone up welding " " shape reinforcing bar (10).
(3), suspended deck structure (7b) reinforcing bar under the colligation, colligation cushion cap linking beam (8) reinforcing bar.
(4), water and pour down suspended deck structure (7b) concrete, stay secondary pouring hole (9).
4, the whole method that moves of frame house according to claim 2, it is characterized in that: the step of suspended deck structure 7a is in the making:
(1), pillar 1 is taken off at the post reinforcement cover of last cushion cap (7a) position, expose reinforcing bar (17), go up welding " " reinforcing bar (10) at reinforcing bar (17),
(2), suspended deck structure (7a) reinforcing bar in the colligation, colligation cushion cap linking beam reinforcing bar (11) stays secondary pouring hole (9).
(3), suspended deck structure (7a) concrete in the cast.
5, the whole method that moves of frame house according to claim 1 is characterized in that: it is that jack is arranged and can also can be distributed in the house before and after the house according to frictional force on every axis on the moving direction that the jack tonnage is selected.
6, the whole method that moves of frame house according to claim 1 is characterized in that: cut off pillar (1) and be the pillar of shock-damping energy-dissipating layer (12) position and roller (15) position of will breaking.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 98108534 CN1073190C (en) | 1998-05-06 | 1998-05-06 | Method of shifting frame house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 98108534 CN1073190C (en) | 1998-05-06 | 1998-05-06 | Method of shifting frame house |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1197141A CN1197141A (en) | 1998-10-28 |
| CN1073190C true CN1073190C (en) | 2001-10-17 |
Family
ID=5219643
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 98108534 Expired - Fee Related CN1073190C (en) | 1998-05-06 | 1998-05-06 | Method of shifting frame house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1073190C (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102979317B (en) * | 2012-12-19 | 2015-04-15 | 山东建筑大学 | Displacement and location method of building with bidirectional rollers and shock-insulation supports |
| CN103061530B (en) * | 2013-01-18 | 2015-01-21 | 大连久鼎特种建筑工程有限公司 | Quantitative deviation correcting method for building translation |
| CN103552800B (en) * | 2013-10-31 | 2016-01-20 | 中国化学工程第三建设有限公司 | Large-scale can-like equipment shift method |
| CN105888292B (en) * | 2014-05-10 | 2017-12-12 | 河南省建设集团有限公司 | Frame structure building is without underpining integral translating method |
-
1998
- 1998-05-06 CN CN 98108534 patent/CN1073190C/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN1197141A (en) | 1998-10-28 |
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