CN222083602U - A steel structure tower crane foundation on an existing building - Google Patents
A steel structure tower crane foundation on an existing building Download PDFInfo
- Publication number
- CN222083602U CN222083602U CN202323410803.8U CN202323410803U CN222083602U CN 222083602 U CN222083602 U CN 222083602U CN 202323410803 U CN202323410803 U CN 202323410803U CN 222083602 U CN222083602 U CN 222083602U
- Authority
- CN
- China
- Prior art keywords
- steel
- tower crane
- welding
- crane foundation
- existing building
- 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.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 112
- 239000010959 steel Substances 0.000 title claims abstract description 112
- 238000003466 welding Methods 0.000 claims abstract description 23
- 238000010276 construction Methods 0.000 description 6
- 238000009434 installation Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 239000004567 concrete Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Abstract
本实用新型公开了一种既有建筑上钢结构塔吊基础，属于建筑工程技术领域；塔吊基础钢梁采用焊接方式与设置在框架柱侧的连接钢板连接固定；塔吊基础包括：钢主梁、钢次梁、连梁、圆形钢垫板和加劲板；主梁和次梁形状为钢箱型梁，连梁为工字钢；连接钢板、钢主梁、钢次梁、连梁及圆形钢垫板均在加工厂提前加工完成；连接钢板通过连接钢筋对拉设置于框架柱两侧；钢主梁端部采用焊接与连接钢板连接固定；两根钢次梁并排设置，采用焊接与主梁腹板侧连接连接；塔吊基座及上、下侧垫板与箱形次梁上、下翼缘对应开螺栓孔，采用螺栓穿透钢次梁下翼缘连接，用以安装塔吊；最终将塔吊基础与框架柱形成整体，用以支承塔吊荷载。
The utility model discloses a steel structure tower crane foundation on an existing building, belonging to the technical field of building engineering; the tower crane foundation steel beam is connected and fixed with a connecting steel plate arranged on a frame column side by welding; the tower crane foundation comprises: a steel main beam, a steel secondary beam, a connecting beam, a circular steel pad and a stiffening plate; the main beam and the secondary beam are in the shape of a steel box beam, and the connecting beam is an I-beam; the connecting steel plate, the steel main beam, the steel secondary beam, the connecting beam and the circular steel pad are all processed in advance in a processing plant; the connecting steel plate is arranged on both sides of the frame column by connecting steel bars; the end of the steel main beam is connected and fixed with the connecting steel plate by welding; two steel secondary beams are arranged side by side, and are connected with the main beam web side by welding; bolt holes are correspondingly opened on the tower crane base and the upper and lower side pads and the upper and lower flanges of the box-shaped secondary beam, and bolts are penetrated through the lower flange of the steel secondary beam for connection, so as to install the tower crane; finally, the tower crane foundation and the frame column are formed into a whole to support the tower crane load.
Description
Technical Field
The utility model relates to a tower crane foundation with an upper steel structure of an existing building, and belongs to the technical field of building engineering.
Background
If the reinforced concrete tower crane foundation is arranged on the floor of the existing building, the floor of the existing building needs to be reinforced due to the large dead weight of the concrete, the cost is high, the reinforced concrete foundation cannot be reused, and the waste is serious.
Disclosure of utility model
The utility model aims to solve the problems and provide the tower crane foundation with the steel structure on the existing building.
The utility model realizes the above purpose through the following technical scheme:
a tower crane foundation with a steel structure for an existing building comprises a steel main beam, a steel secondary beam, a connecting beam, a round steel backing plate and a stiffening plate.
The steel structure tower crane foundation is arranged. The first connecting steel plate and the second connecting steel plate are oppositely pulled to be arranged on two sides of one frame column and are fixed with connecting steel bars in the frame column in a plug welding manner, the first connecting steel plate and the second connecting steel plate are flush with the outer surface of the frame column, and the connecting steel bars are transversely fixed on main steel bars of the frame column;
the two steel main beams which are arranged in parallel are box-shaped steel beams, and the two ends of the two steel main beams are fixedly connected with the first connecting steel plate by welding;
Two steel secondary beams which are arranged in parallel are box-shaped steel beams which are vertical to the steel main beams, and two ends of the steel secondary beams are welded and connected with two main beam webs;
The four steel connecting beams are arranged in parallel up and down in pairs and are perpendicular to the steel secondary beams, two ends of the four steel connecting beams are fixedly connected with two steel secondary beam webs by welding, and the integrity of a steel structure foundation is improved;
The four round steel backing plates are correspondingly welded and fixed on the upper flanges and the lower flanges of the two steel secondary beams and are used for connecting foundation sections of the tower crane through high-strength bolts;
The steel structure processing plant is used for prefabricating and processing the connecting steel plates, the steel main beams, the steel secondary beams, the tie beams, the round steel backing plates and the stiffening plates in advance;
By adopting the technical scheme, the utility model has the following effects that the problem of difficult installation of the tower crane foundation on the existing building can be effectively solved in the field of new construction of the existing building, especially in the engineering construction of difficult vertical transportation and large mechanical use amount. In addition, the tower crane foundation and the frame column on the original building form a whole, so that the construction safety is improved, the steel structure foundation is constructed quickly, the steel members can be recycled after the building is completed, the construction cost is saved, and the method is worthy of popularization.
Drawings
FIG. 1 is a top plan view of a tower crane foundation of an existing building steel structure in accordance with the present utility model
FIG. 2 is a front view of a tower crane foundation of an existing building steel structure in accordance with the present utility model
Detailed Description
The utility model is further described below with reference to the accompanying drawings:
The tower crane foundation with the steel structure on the existing building comprises four frame columns (1), wherein a first connecting steel plate (101) and a second connecting steel plate (102) are arranged on the side of each frame column, connecting steel bars (103) are arranged in the frame columns and are fixed with the first connecting steel plate (101) and the second connecting steel plate (102) in a plug welding way, two ends of a steel main beam (2) are connected and fixed with the first connecting steel plate (101) by adopting welding, and a welding seam is a full penetration welding seam;
in the structure shown in the figure 1, vertical stiffening plates (7) are arranged in the steel main beam (2) at intervals along the length direction, and vertical stiffening plates (8) are arranged in the steel secondary beam (3) at intervals along the length direction, wherein the stiffening plates (7) are fixedly connected with an upper flange plate, a lower flange plate and a web plate of the steel main beam (2) by adopting welding, and welding seams are fillet welds;
The two ends of the upper and lower connecting beams (4) are fixedly connected with the web sides of the steel secondary beams (3) by adopting welding, and the welding seams are fillet welding;
The transverse stiffening plates (6) are vertically arranged at intervals at the connection positions of the steel main beams and the steel secondary beams, the stiffening plates are right-angled triangles, two right-angled sides are fixedly connected with the steel main beams and the steel secondary beam webs by welding, and the welding seams are fillet welds;
in addition, in the utility model, all the connecting steel plates, the steel main beams, the steel secondary beams, the tie beams and the round steel backing plates are prefabricated and processed in advance by a steel structure processing factory, so that the processing precision of steel components is improved, the installation efficiency of on-site steel components is improved, and the influence on the construction period is reduced.
The foregoing has shown and described the basic principles, principal features and advantages of the utility model. It will be understood by those skilled in the art that the present utility model is not limited to the embodiments described above, and that the above embodiments and descriptions are merely illustrative of the principles of the present utility model, and various changes and modifications may be made without departing from the spirit and scope of the utility model, which is defined in the appended claims. The scope of the utility model is defined by the appended claims and their equivalents.
Claims (6)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323410803.8U CN222083602U (en) | 2023-12-14 | 2023-12-14 | A steel structure tower crane foundation on an existing building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323410803.8U CN222083602U (en) | 2023-12-14 | 2023-12-14 | A steel structure tower crane foundation on an existing building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN222083602U true CN222083602U (en) | 2024-11-29 |
Family
ID=93602435
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202323410803.8U Active CN222083602U (en) | 2023-12-14 | 2023-12-14 | A steel structure tower crane foundation on an existing building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN222083602U (en) |
-
2023
- 2023-12-14 CN CN202323410803.8U patent/CN222083602U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107090925B (en) | Reinforced precast reinforced concrete shear wall, structural system and construction method thereof | |
| CN102979177B (en) | Industrialized assembled multi-story high-rise steel structure eccentrically-braced system | |
| CN102979178B (en) | Industrialized multi-story high-rise assembled steel structure frame - eccentrically-braced system | |
| CN102979172A (en) | Industrialized assembled multi-story high-rise steel structure prestressed centrally-braced system | |
| CN103031926B (en) | With the double-T compound beam and preparation method thereof of pre-stressed steel pipe concrete plug | |
| CN110607867A (en) | Non-dismantling mold laminated slab | |
| CN108518003A (en) | Detachable prefabricated assembled steel-concrete composite beam plate | |
| CN111411687A (en) | A new assembly system | |
| CN102979173B (en) | Industrialized assembled multi-story high-rise steel structure prestressed eccentrically-braced system | |
| CN114922286A (en) | Assembly type replaceable energy consumption hybrid connection node and installation method | |
| CN107882179A (en) | Modular prefabricated steel-concrete combined frame structure | |
| CN116104206A (en) | A steel node connecting PEC columns and steel composite beams | |
| CN104652661A (en) | Semirigid frame-external recycled concrete wall panel and fabrication method | |
| CN104032829A (en) | Modularized high-rise assembled steel structure pre-stressed eccentric support system | |
| CN112267569B (en) | Connection node between top of steel column and corrugated steel plate concrete composite slab and construction method | |
| CN207228330U (en) | A kind of prefabricated assembled frame combined using steel core concrete column and girder steel | |
| CN221756343U (en) | Detachable shared beam making pedestal for prefabricated box beams | |
| CN222083602U (en) | A steel structure tower crane foundation on an existing building | |
| CN211143440U (en) | Assembled bidirectional steel bar truss floor | |
| CN209779860U (en) | An assembled steel frame structure node | |
| CN218643645U (en) | A fully assembled reinforced concrete floor slab connected by steel-concrete composite structure | |
| CN202990244U (en) | Dual-T shaped composite beam with prestress concrete filled steel tube core bar | |
| CN207194175U (en) | A kind of prefabricated assembled bean column node box | |
| CN209339331U (en) | A steel pipe concrete column and steel beam connection structure | |
| CN203007973U (en) | Combined type tower crane foundation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |