CN2440891Y - Lower railing mechanism for horizontal movement of construction - Google Patents
Lower railing mechanism for horizontal movement of construction Download PDFInfo
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- CN2440891Y CN2440891Y CN 00237962 CN00237962U CN2440891Y CN 2440891 Y CN2440891 Y CN 2440891Y CN 00237962 CN00237962 CN 00237962 CN 00237962 U CN00237962 U CN 00237962U CN 2440891 Y CN2440891 Y CN 2440891Y
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- lower railway
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Abstract
The utility model relates to a tool-shaped lower orbit mechanism for horizontal movement of a construction, which is characterized in that the utility model is composed of a plurality of easily detachable steel girders 1 which are fixed on a construction foundation 4. Tool-shaped segment shape steels 2 are connected to form the steel girders 1 which are respectively arranged on both sides of columns 3 of a construction, and the steel girders 1 of the both sides of each line of columns 3 form a lower orbit. A plurality of lower orbits which have same structures and are nearly parallel form a lower orbit mechanism, and the upper surfaces of all steel girders 1 of the lower orbit mechanism are positioned on one same horizontal plane. The utility model has the advantages of simple assembling and disassembling, repeated use, short design and construction period, low cost, etc., and is suitable for the whole movement of various constructions.
Description
The utility model relates to a kind of building translation tool-type lower railway mechanism, belongs to the building moving equipment technical field.
At present, row is to extensive use for the building moving technology, and the technical scheme that is adopted has multiple.Scheme 1), 95231206.9 (call in the following text: scheme 2), 95231438.X (calls in the following text: scheme 3) and 93118856.3 (call in the following text: scheme 4) four technical schemes for example the Chinese patent communique discloses 95223447.5 and (has called in the following text:.Wherein: scheme 1 is " a high-rise building integral moving device ", comprise running gear, bracing or strutting arrangement, draw-gear, draw-gear is made up of wire rope and jack, it is characterized in that: running gear is become by the lower carriage and the cylindrical steel ball set of cuboid, running gear and bracing or strutting arrangement generally comprise parallel upper bracket and assembly and lower carriage and the assembly of placing thereof of two covers, are fixed with prismatoid strip bloom respectively on two the parallel upper brackets and the sidewall of two lower carriages.Scheme 2 is " the parallel moving apparatus of building ", it is characterized in that: by structure folder beam, sliding way, roll the bar glide path and the slideway pedestal is formed, structure folder beam links to each other with fabric structure spare by turnbuckle, tie-beam, pass through turnbuckle during use, tie-beam bar structure folder beam and fabric structure spare are fixed together, behind cutting fabric structure spare, just can be by promoting the whole parallel migration building in building otch top.Scheme 3 is " a kind of building integrated translation devices ", it is characterized in that: the lower railway that is made of channel-section steel and steel plate being set on the pedestal, filling concrete in the channel-section steel, install tubulose on the lower railway and roll bar, is obturator in the pipe, and the top of rolling bar is to get on the right track ...Scheme 4 is " method for moving house ", it is characterized in that: between basis and the new basis and roller support below moving track is set; Moving track is meant and adds pea gravel concreten or the high grade mortar is smeared into the horizontal rail beam on original base beam below the roller support, perhaps makes steel concrete track that placing of concrete is formed by connecting piecemeal and is connected new basis and basal orbit beam and forms ...
The common drawback that scheme 1, scheme 2, scheme 3 exist is:
(1) running gear or lower railway are discrete stripe shape girder construction, and its rigidity, globality difference are not suitable for moving between soft foundation or the deep foundation and move narrow application range so that a little less than the bearing capacity, can only move on the ground of shallow foundation.
(2) owing to do not form the integral plane structure, therefore in the translation process, cause lower railway distortion or dislocation easily, be difficult to guarantee that all device causes being moved construction cracking at grade easily.The shortcoming of scheme 4 is:
(1) the steel concrete track that is formed by connecting by pea gravel concreten or placing of concrete of lower railway needs to remove after once migration finishes, and can not reuse, and not only construction costs height, and construction period is long.
(2) in a single day lower railway waters moulding, just is difficult to adjust.Because in the pouring process, be difficult to make all steel concrete tracks all to be in same plane, so whole lower railway mechanism's surface irregularity and leveling difficulty, thereby cause described rail damage easily and moved construction cracking.
The purpose of this utility model is for a kind of building translation tool-type lower railway mechanism is provided, and this lower railway mechanism has that rigidity is strong, bearing capacity reaches leveling characteristics easily by force.
The purpose of this utility model can reach by taking following measure: a kind of building translation tool-type lower railway mechanism, its design feature is: be made up of a plurality of easy-dismount steel trusss that are fixed on the building foundation, described steel truss is formed by connecting by the segmentation shaped steel of tool-type, be divided into the both sides of building pillar, the steel truss of the sub-both sides of every colonnade constitutes a lower railway, many same structure, approximately parallel lower railway constitute lower railway mechanism, and the upper surface of all steel trusss of lower railway mechanism is on the same horizontal plane.
The purpose of this utility model also can reach by taking following measure:
The tools type section steel that constitutes steel truss is prefabricated standard paragraphs, also can assembles spreading at the scene, and lower railway mechanism can infinitely be extended as required, and the junction between each standard paragraphs has enough tensions, resistance to compression, shear resistance, and can regulate.
Whenever a steel truss is installed in the be disbursed from the cost and expenses both sides of post, connects into space net rack by scaffold revotating card and steel pipe between the steel truss, constitutes three-dimensional lower railway.
Steel truss can infinitely prolong by connector, and can use by connector is in parallel, to improve its supporting capacity.
Couple together by scaffold revotating card and steel pipe between related all steel trusss of lower railway, constitute unified space net rack, whole lower railway mechanism is a rigid body.
Compared with prior art, the utlity model has following outstanding advantage:
1. rigidity is strong because lower railway mechanism has constituted, leveling plane or space truss rigid body easily, so the utility model bearing capacity is strong, can guarantee that quilt moves building and is in same plane, makes and is moved building each several part synchronous migration, can not produce slight crack.
2. because used steel work is the tool-type steel work, therefore assemble at the scene and to dismantle operation simple, can be repeatedly used, not only can reduce cost greatly, increase economic efficiency, and can reduce the difficulty of design and construction, and alleviated designer and constructor's workload, shortened the cycle (also can reduce cost) of design and construction.
3. adopt steel work to replace reinforced concrete structure, not only can carry out simultaneously a plurality of operations construction, shortened construction period, and reduced the danger that steel bar concrete quality discreteness is brought.
4. reduce the discharging of construction noise and surplus mud, help environmental protection.
Below in conjunction with accompanying drawing the utility model is described in detail:
Fig. 1 is a structure vertical view of the present utility model.
Fig. 2 is a structure side view of the present utility model.
Fig. 3 is an A-A cut-away view among Fig. 2.
Fig. 1 to Fig. 3 constitutes embodiment 1 of the present utility model.As can be seen from Figure 1, present embodiment is made up of a plurality of easy-dismount steel trusss 1 that are fixed on the building foundation 4, described steel truss 1 is formed by connecting by the segmentation shaped steel 2 of tool-type, the tools type section steel 2 that constitutes steel truss 1 for prefabricated standard paragraphs, and can assemble spreading at the scene, the junction between each standard paragraphs has enough tension, resistance to compression, shear resistance.Whenever a row steel truss 1 is installed in the be disbursed from the cost and expenses both sides of post 3, connects into space net rack by scaffold revotating card 5 and steel pipe 6 between the steel truss 1, constitutes three-dimensional lower railway.In order to improve the supporting capacity of lower railway, can be by connector with lower railway use in parallel.
As can be seen from Figure 1, steel truss 1 is divided into the both sides of building pillar 3, the steel truss 1 of every colonnade 3 both sides constitutes a lower railway, the steel truss 1 of same colonnade 3 both sides connects into space networks posture lower railway by scaffold revotating card 5 and steel pipe 6, many same structure, approximately parallel lower railway constitute lower railway mechanism, and the upper surface of all steel trusss 1 of lower railway mechanism is on the same horizontal plane by leveling.
As can be seen from Figure 2, the steel truss 1 of lower railway is made standard paragraphs, and each standard paragraphs is made of the steel stringer 9 of upper and lower two shaped steel plates 7,8 and connecting- type steel plate 7,8, can assemble spreading at the scene, section with section between the junction have enough tension, resistance to compression, shear resistance, and can regulate.
As can be seen from Figure 3, a row steel truss 1 is respectively installed in the both sides of each colonnade 3, is connected three-dimensional single-row lower railway with steel pipe 6 by scaffold revotating card 5 between each steel truss 1, guarantees that every row lower railway has globality.
Present embodiment is applicable to the integral translation of the building of frame construction.
Be the specific implementation process of this real utility model below:
(1) do new basis in the building translation destination, the institute new basis of doing is identical with the building original base.
(2) assembly unit lower railway mechanism.On new basis and original platform of hole digging pile, use mortar levelling earlier, and pre-embedded steel slab, to constitute steel truss 1 bearing, the bearing width requirement is no less than 1.2m.The steel truss standard paragraphs is placed on the levelling steel plate and by bolt steel truss is fixed in the substrate, and a joint connects the prolongation that saves land.Steel pipe clothing revotating card with certain diameter connects into three-dimensional grid with steel truss at last.Steel truss designs by 8.0m span, 130t traveling load, requires interventral distance closeer, to guarantee under any circumstance all have enough web members to go to bear end reaction on the stand.
Claims (5)
1. building translation tool-type lower railway mechanism, it is characterized in that: form by a plurality of easy-dismount steel trusss (1) that are fixed on the building foundation (4), described steel truss (1) is formed by connecting by the segmentation shaped steel (2) of tool-type, be divided into the both sides of building pillar (3), the steel truss (1) of every colonnade (3) both sides constitutes a lower railway, many same structure, approximately parallel lower railway constitute lower railway mechanism, and the upper surface of all steel trusss (1) of lower railway mechanism is on the same horizontal plane.
2. a kind of building translation tool-type lower railway according to claim 1 mechanism, it is characterized in that: the tools type section steel (2) that constitutes steel truss (1) is prefabricated standard paragraphs, also can assembles spreading at the scene, lower railway mechanism can infinitely be extended as required, junction between each standard paragraphs has enough tensions, resistance to compression, shear resistance, and can regulate.
3. a kind of building translation tool-type lower railway according to claim 1 and 2 mechanism, it is characterized in that: a steel truss (1) is installed in the both sides of every colonnade (3), connect into space net rack by scaffold revotating card (5) and steel pipe (6) between the steel truss (1), constitute three-dimensional lower railway.
4. a kind of building translation tool-type lower railway according to claim 1 and 2 mechanism, it is characterized in that: steel truss (1) can infinitely prolong by connector, and can use by connector is in parallel, to improve its supporting capacity.
5. a kind of building translation tool-type lower railway according to claim 1 mechanism, it is characterized in that: couple together by scaffold revotating card (5) and steel pipe (6) between related all steel trusss (1) of lower railway, constitute unified space net rack, whole lower railway mechanism is a rigid body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00237962 CN2440891Y (en) | 2000-08-16 | 2000-08-16 | Lower railing mechanism for horizontal movement of construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00237962 CN2440891Y (en) | 2000-08-16 | 2000-08-16 | Lower railing mechanism for horizontal movement of construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2440891Y true CN2440891Y (en) | 2001-08-01 |
Family
ID=33599118
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 00237962 Expired - Fee Related CN2440891Y (en) | 2000-08-16 | 2000-08-16 | Lower railing mechanism for horizontal movement of construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2440891Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102364012A (en) * | 2011-05-26 | 2012-02-29 | 浙江精工钢结构有限公司 | Method for expanding existing large-span truss |
| CN102587690A (en) * | 2012-03-12 | 2012-07-18 | 河海大学 | Rolling device for building translation engineering and using method thereof |
| CN112726979A (en) * | 2020-12-25 | 2021-04-30 | 武汉神华军建筑工程有限公司 | Net frame type ramp module |
-
2000
- 2000-08-16 CN CN 00237962 patent/CN2440891Y/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102364012A (en) * | 2011-05-26 | 2012-02-29 | 浙江精工钢结构有限公司 | Method for expanding existing large-span truss |
| CN102364012B (en) * | 2011-05-26 | 2013-07-31 | 浙江精工钢结构有限公司 | Method for expanding existing large-span truss |
| CN102587690A (en) * | 2012-03-12 | 2012-07-18 | 河海大学 | Rolling device for building translation engineering and using method thereof |
| CN102587690B (en) * | 2012-03-12 | 2014-06-25 | 河海大学 | Rolling device for building translation engineering and using method thereof |
| CN112726979A (en) * | 2020-12-25 | 2021-04-30 | 武汉神华军建筑工程有限公司 | Net frame type ramp module |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |