CN105672471A - Construction lifting machine foundation and construction method thereof - Google Patents
Construction lifting machine foundation and construction method thereof Download PDFInfo
- Publication number
- CN105672471A CN105672471A CN201610152310.4A CN201610152310A CN105672471A CN 105672471 A CN105672471 A CN 105672471A CN 201610152310 A CN201610152310 A CN 201610152310A CN 105672471 A CN105672471 A CN 105672471A
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- China
- Prior art keywords
- end bearing
- building
- foundation
- foundation structure
- building hoist
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/0007—Base structures; Cellars
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/44—Foundations for machines, engines or ordnance
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- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Paleontology (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The invention discloses a construction lifting machine foundation and a construction method thereof. The construction lifting machine foundation comprises a foundation structure and an end supporting seat which is formed on a building structure; a construction lifting machine is erected on the foundation structure; the foundation structure is fixed to the building structure through the end supporting seat, wherein the end supporting seat is mounted on the side surface of a vertical structure of the building structure; or the end supporting seat is a structural beam of the building structure. According to the construction lifting machine foundation and the construction method thereof disclosed by the invention, a constructed shear wall and the structural beam can be utilized, so that the cost can be reduced. The construction lifting machine is mounted on the foundation structure on the surface of a floor slab of a basement, so that a reserved hole is prevented from being formed in the floor slab of a basement structure in a mounting process, and the construction is facilitated. The influence on the process of mounting electromechanical pipelines and equipment in the space of the basement and the like caused by the lifting machine which penetrates through the basement is avoided.
Description
Technical field
The present invention relates to building engineering field, espespecially a kind of building hoist basis and constructional method thereof.
Background technology
Building hoist installation process, often because of the relation of architecture structure form and the scale of construction, elevator is installed to be needed to pass through basement structure floor, then a lot of vault electromechanical pipeline laying is intricate, equipment is numerous, this way causes very big difficulty can to undoubtedly the insertion of follow-up vault working procedure, and later stage reserved hole construction quality is difficult to ensure simultaneously.
Summary of the invention
In order to solve the problems of the technologies described above, the present invention provides a kind of building hoist basis and constructional method thereof, and the building hoist basis of the present invention and constructional method thereof can solve problems of the prior art.
The technical scheme of the present invention provides a kind of building hoist basis, comprising:
Foundation structure, described building hoist is set up in described foundation structure;
The end bearing being formed in building structure, described foundation structure is fixed in building structure by described end bearing;
Wherein, described end bearing is installed on the side of the vertical structure of building structure;
Or described end bearing is the structural beams of building structure.
The further improvement on the building hoist basis of the present invention is: described foundation structure comprises two case beams being parallel to each other, and is connected by channel-section steel between two described case beams.
The further improvement on the building hoist basis of the present invention is: described foundation structure comprises two joist steel being parallel to each other, and is connected by channel-section steel between two described case beams.
The further improvement on the building hoist basis of the present invention is: described vertical structure is shear wall, and described end bearing is bracket or pre-embedded steel slab, and the end of described foundation structure is connected to described end bearing by the mode of welding.
The further improvement on the building hoist basis of the present invention is: described end bearing is structural beams, and the lower section of described end bearing is provided with support top column; The top of described support top column stays on the lap-joint of described end bearing and described foundation structure, and the bottom of described support top column extends downwards and is connected at least one described structural beams.
The technical scheme of the present invention also provides a kind of building hoist foundation construction method, and it comprises the following steps:
1) construct in the process of construction building structure end bearing simultaneously;
2) two ends of described foundation structure are connected to described end bearing;
3) described building hoist is installed on the upper surface of described foundation structure.
The further improvement of the building hoist foundation construction method of the present invention is:
Described end bearing is the pre-embedded steel slab of the side of the vertical structure being installed on building structure;
Or described end bearing is the structural beams of building structure.
The further improvement of the building hoist foundation construction method of the present invention is: described vertical structure is shear wall, and described end bearing is pre-embedded steel slab, and the end of described foundation structure is connected to described end bearing by the mode of welding.
The further improvement of the building hoist foundation construction method of the present invention is: described end bearing is structural beams, support top column of constructing below structural beams while constructing structure beam; The top of described support top column stays on the lap-joint of described end bearing and described foundation structure, and the bottom of described support top column extends downwards and is connected at least one described structural beams.
The building hoist of the present invention useful effect that is basic and constructional method is: the building hoist basis of the present invention can utilize the shear wall and structural beams constructed, by reserved embedded part or bracket, it is possible to reduce costs. Building hoist is installed on the foundation structure of vault slab surfaces, avoids in installation process like this and basement structure floor is offered hole to be provided, facilitate construction. Avoid the elevator through vault to the impact of the operations such as the electromechanical pipeline of basement space and equipment installation, accelerate the duration. Meanwhile, this structure formation lifter foundation later stage removes easy.
Accompanying drawing explanation
Fig. 1 is the basic side-view in the first embodiment of building hoist of the present invention;
Fig. 2 is basic another side-view in the first embodiment of building hoist of the present invention;
Fig. 3 is the basic side-view in a second embodiment of building hoist of the present invention; And
Fig. 4 is the basic side-view in the third embodiment of building hoist of the present invention.
Embodiment
Below by way of specific specific examples, embodiments of the present invention being described, those skilled in the art the content disclosed by this specification sheets can understand other advantages and effect of the present invention easily. The present invention can also be implemented by embodiments different in addition or be applied, and the every details in this specification sheets based on different viewpoints and application, can also carry out various modification or change under the spirit not deviating from the present invention.
It should be noted that, structure that this specification sheets institute accompanying drawings illustrates, ratio, size etc., all only content in order to coordinate specification sheets to disclose, understand for person skilled in the art scholar and read, and be not used to limit the enforceable qualifications of the present invention, therefore do not have an essential meaning in technology, the adjustment of the modification of any structure, the change of proportionlity or size, not affecting under effect that the present invention can produce and the object that can reach, all should still drop on disclosed technology contents and obtain in the scope that can contain. Simultaneously, this specification sheets is quoted as " on ", D score, "left", "right", " centre " and " one " etc. term, also only for ease of understanding of describing, and it is not used to limit the enforceable scope of the present invention, the change of its relative relation or adjustment, under changing technology contents without essence, when being also considered as the enforceable category of the present invention.
First embodiment on the building hoist basis of the present invention is introduced below in conjunction with accompanying drawing.
As depicted in figs. 1 and 2, the present invention building hoist basis comprising: foundation structure 10 and the end bearing that is formed in building structure. Foundation structure 10 is fixed in building structure by end bearing. End bearing is pre-embedded steel slab or the bracket of the side being installed on building structure vertical structure. End bearing can also be the structural beams of building structure. The end bearing of foundation structure 10 side is the structural beams 11 of building structure in the present embodiment, and the end bearing of another side is the pre-embedded steel slab 12 being fixedly installed in vertical structure 15 side. Foundation structure 10 is arranged at the top of vault floor 13. The bottom of building hoist 14 is set up in the upper surface of foundation structure 10. Foundation structure 10 is made up of steel construction. One end of foundation structure 10 is erected on the upper surface of structural beams 11, and its other end is connected to the pre-embedded steel slab 12 of vertical structure 15 side by the mode of welding. In the present embodiment, vertical structure 15 is the shear wall of building structure.
The lower section of the 2nd end of foundation structure 10 is provided with structural beams 11, the end bearing of structure 10 based on structural beams 11. Foundation structure 10 is set up in the upper surface of structural beams 11. When the supporting capacity of structural beams 11 is not enough to carrying foundation structure 10, the lower section of structural beams 11 is provided with support top column 16. The top of support top column 16 stays on structural beams 11 and the lap-joint of foundation structure 10, and the bottom of support top column 16 extends downwards, and is connected at least one root architecture beam 18. Support top column 16 can be dispersed to multilayered structure beam 18 using as the load holding the structural beams 11 of bearing to bear so that foundation structure 10 can be subject to enough supports.
As depicted in figs. 1 and 2, in the present embodiment, foundation structure 10 is comprised and being connected by channel-section steel between two case beams parallel to each other, 17, two case beams 17, and this kind of mode of connection can increase the stability of foundation structure 10. One end of case beam 17 is connected to pre-embedded steel slab 12, and its other end is overlapped in described structural beams 11.
The useful effect on the building hoist basis of the present invention is: the building hoist basis of the present invention can utilize the shear wall and structural beams constructed, by reserved embedded part or bracket, it is possible to reduce costs. Building hoist 14 is installed on the foundation structure 10 of vault slab surfaces, avoids in installation process like this and basement structure floor is offered hole to be provided, facilitate construction. Avoid the elevator through vault to the impact of the operations such as the electromechanical pipeline of basement space and equipment installation, accelerate the duration. Meanwhile, this structure formation lifter foundation later stage removes easy.
The 2nd embodiment on the building hoist basis of the present invention is introduced below in conjunction with accompanying drawing.
As shown in Figure 3, the key distinction of the present embodiment and the first embodiment is that the end bearing at foundation structure 20 two ends is the pre-embedded steel slab 22 being fixed on vertical structure 21 side, and vertical structure 21 is the shear wall of building. In addition foundation structure 20 adopts joist steel to replace case beam in the present embodiment. Being connected by channel-section steel between joist steel formation base structure 20, two joist steel that two joist steel are parallel to each other. Building hoist 23 is set up in the upper surface of foundation structure 20.
In the present embodiment, the vertical structure 21 of foundation structure 20 both sides is shear wall. Pre-embedded steel slab 22 can be arranged at the optional position of shear wall, and in the first embodiment, foundation structure can only be set up in the top of structural beams.
The 3rd embodiment on the building hoist basis of the present invention is introduced below in conjunction with accompanying drawing.
As shown in Figure 4, the key distinction of the present embodiment and the first embodiment is that the end bearing at foundation structure 30 two ends is the structural beams 31 of building structure, the two ends of foundation structure 30 are erected on the upper surface of structural beams 31, are provided with support top column 33 in the lower section of two structural beams 31. In addition foundation structure 30 adopts joist steel to replace case beam in the present embodiment. Being connected by channel-section steel between joist steel formation base structure 30, two joist steel that two joist steel are parallel to each other. Building hoist 32 is set up in the upper surface of foundation structure 30.
In the present embodiment, foundation structure 30 both sides are erected on the upper surface of structural beams 31. Adopt structural beams 31 can avoid installing in the side of vertical structure pre-embedded steel slab or bracket as end bearing, there is the technique effect of constructability.
The building hoist foundation construction method of the present invention is introduced below in conjunction with accompanying drawing.
As shown in Figure 1 to Figure 3, the building hoist foundation construction method of the present invention comprises the following steps:
1) construct in the process of construction building structure end bearing simultaneously. In the present embodiment, building structure comprises two for carrying the end bearing of foundation structure 10. End bearing is the pre-embedded steel slab 12 of the side of the vertical structure being installed on building structure; Another end bearing is the structural beams 11 of building structure. Pre-embedded steel slab 12 and structural beams 11 are positioned at equal height. End bearing settlement is in the top of vault floor 13.
Construct below structural beams 11 while constructing structure beam 11 support top column 16. The top of support top column 16 stays on structural beams 11 and the lap-joint of foundation structure 10, and the bottom of support top column 16 extends downwards, and is connected at least one root architecture beam 18. Support top column 16 can be dispersed to multilayered structure beam 18 using as the load holding the structural beams 11 of bearing to bear so that foundation structure 10 can be subject to enough supports.
2), after holding bearing to construct, the two ends of described foundation structure 10 are connected to described end bearing. In the present embodiment, foundation structure 10 is comprised and being connected by channel-section steel between two case beams parallel to each other, 17, two case beams 17, and this kind of mode of connection can increase the stability of foundation structure 10. One end of case beam 17 is connected to pre-embedded steel slab 12 by the mode of welding, and its other end is overlapped in described structural beams 11.
3) described building hoist is installed on the upper surface of described foundation structure.
The above is only the better embodiment of the present invention, not the present invention is done any restriction in form, although the present invention discloses as above with better embodiment, but and be not used to limit the present invention, any those skilled in the art, in the scope not departing from technical solution of the present invention, make a little change when the technology contents of above-mentioned announcement can be utilized or it is modified to the equivalent embodiment of equivalent variations, in every case it is the content not departing from technical solution of the present invention, the any simple modification above embodiment done according to the technical spirit of the present invention, equivalent variations and modification, all still belong in the scope of technical solution of the present invention.
Claims (9)
1. a building hoist basis, it is characterised in that comprising:
Foundation structure, described building hoist is set up in described foundation structure;
The end bearing being formed in building structure, described foundation structure is fixed in building structure by described end bearing;
Wherein, described end bearing is installed on the side of the vertical structure of building structure;
Or described end bearing is the structural beams of building structure.
2. building hoist according to claim 1 basis, it is characterised in that: described foundation structure comprises two case beams being parallel to each other, and is connected by channel-section steel between two described case beams.
3. building hoist according to claim 1 basis, it is characterised in that: described foundation structure comprises two joist steel being parallel to each other, and is connected by channel-section steel between two described case beams.
4. building hoist basis as claimed in claim 1, it is characterised in that: described vertical structure is shear wall, and described end bearing is bracket or pre-embedded steel slab, and the end of described foundation structure is connected to described end bearing by the mode of welding.
5. building hoist basis as claimed in claim 1, it is characterised in that: described end bearing is structural beams, and the lower section of described end bearing is provided with support top column; The top of described support top column stays on the lap-joint of described end bearing and described foundation structure, and the bottom of described support top column extends downwards and is connected at least one described structural beams.
6. a building hoist foundation construction method, it is characterised in that comprise the following steps:
1) construct in the process of construction building structure end bearing simultaneously;
2) two ends of described foundation structure are connected to described end bearing;
3) described building hoist is installed on the upper surface of described foundation structure.
7. building hoist foundation construction method as claimed in claim 6, it is characterised in that:
Described end bearing is the pre-embedded steel slab of the side of the vertical structure being installed on building structure;
Or described end bearing is the structural beams of building structure.
8. building hoist foundation construction method as claimed in claim 6, it is characterised in that: described vertical structure is shear wall, and described end bearing is pre-embedded steel slab, and the end of described foundation structure is connected to described end bearing by the mode of welding.
9. building hoist foundation construction method as claimed in claim 6, it is characterised in that: described end bearing is structural beams, support top column of constructing below structural beams while constructing structure beam; The top of described support top column stays on the lap-joint of described end bearing and described foundation structure, and the bottom of described support top column extends downwards and is connected at least one described structural beams.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610152310.4A CN105672471B (en) | 2016-03-17 | 2016-03-17 | Building hoist basis and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610152310.4A CN105672471B (en) | 2016-03-17 | 2016-03-17 | Building hoist basis and its construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105672471A true CN105672471A (en) | 2016-06-15 |
| CN105672471B CN105672471B (en) | 2018-10-26 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610152310.4A Active CN105672471B (en) | 2016-03-17 | 2016-03-17 | Building hoist basis and its construction method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106351338A (en) * | 2016-08-31 | 2017-01-25 | 中建三局第建设工程有限责任公司 | Air in situ transfer cantilever type foundation and transfer construction method of construction hoist |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202247942U (en) * | 2011-01-07 | 2012-05-30 | 中国建筑第四工程局有限公司 | Overhanging type lifter foundation |
| CN204676591U (en) * | 2015-05-18 | 2015-09-30 | 山东天齐置业集团股份有限公司 | Trough rim construction elevator basis |
| CN204780987U (en) * | 2015-06-26 | 2015-11-18 | 辽宁省石油化工规划设计院有限公司 | Construction box formula lift basis |
| CN204982932U (en) * | 2015-08-11 | 2016-01-20 | 上海建工五建集团有限公司 | Lift foundation structure |
| CN205475678U (en) * | 2016-03-17 | 2016-08-17 | 中国建筑第八工程局有限公司 | Construction elevator basis |
-
2016
- 2016-03-17 CN CN201610152310.4A patent/CN105672471B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202247942U (en) * | 2011-01-07 | 2012-05-30 | 中国建筑第四工程局有限公司 | Overhanging type lifter foundation |
| CN204676591U (en) * | 2015-05-18 | 2015-09-30 | 山东天齐置业集团股份有限公司 | Trough rim construction elevator basis |
| CN204780987U (en) * | 2015-06-26 | 2015-11-18 | 辽宁省石油化工规划设计院有限公司 | Construction box formula lift basis |
| CN204982932U (en) * | 2015-08-11 | 2016-01-20 | 上海建工五建集团有限公司 | Lift foundation structure |
| CN205475678U (en) * | 2016-03-17 | 2016-08-17 | 中国建筑第八工程局有限公司 | Construction elevator basis |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106351338A (en) * | 2016-08-31 | 2017-01-25 | 中建三局第建设工程有限责任公司 | Air in situ transfer cantilever type foundation and transfer construction method of construction hoist |
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| Publication number | Publication date |
|---|---|
| CN105672471B (en) | 2018-10-26 |
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