CN204001190U - Building housing box column transformational structure - Google Patents
Building housing box column transformational structure Download PDFInfo
- Publication number
- CN204001190U CN204001190U CN201420312493.8U CN201420312493U CN204001190U CN 204001190 U CN204001190 U CN 204001190U CN 201420312493 U CN201420312493 U CN 201420312493U CN 204001190 U CN204001190 U CN 204001190U
- Authority
- CN
- China
- Prior art keywords
- mullion
- conversion link
- junction plate
- transformational structure
- changeover portion
- 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.)
- Expired - Fee Related
Links
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a kind of building housing box column transformational structure, described transformational structure comprise a mullion vertically extending and from one end of described mullion along at least two batter posts of oblique extension, described mullion forms the first conversion link away from the end of described batter post, and described batter post forms the second conversion link away from the end of described mullion.When construction, utilize the box column in the larger region of batter post joint pin reticular density, fall after the natural transition of " Y " type structure by this, by mullion joint pin reticular density compared with the box column of zonule, whole work progress has been accomplished to optimize to greatest extent to member equitable subsection, processing and fabricating, transport, on-site hoisting, correction link in place, thereby both meet the expression intention of design, taken into account again the requirement of plant produced, site operation.
Description
Technical field
The utility model relates to a kind of form of structure for the vertical conversion of super highrise building housing box column.
Background technology
At present super highrise building is more and more, super highrise building often by change vertical structure form or change post net, axis meets building function and changes needs.Consult shown in Fig. 1, because building function needs, the post net that this building forms at lower floor's box column 40 of its lower floor's section 1 position is closeer, and the post net that the upper strata box column 50 of upper strata section 2 positions forms is more sparse, there is variation with the axial location of upper strata section 2 housing box columns 50 in the housing box column 40 of lower floor's section 1 in other words.
In the time relating to the construction that this kind of post net transform, there is no at present a kind of reasonably switch technology and can take into account simultaneously and reduce site operation difficulty, save the requirements such as duration and quality control.
Summary of the invention
The technical problems to be solved in the utility model is the post net switch technology of the housing box column that improves existing super highrise building, to reduce site operation difficulty, saves the duration and ensures construction quality.
For solving the problems of the technologies described above, the utility model discloses a kind of building housing box column transformational structure, described transformational structure comprise a mullion vertically extending and from one end of described mullion along at least two batter posts of oblique extension, described mullion forms the first conversion link away from the end of described batter post, and described batter post forms the second conversion link away from the end of described mullion.
When construction, utilize the box column in the larger region of batter post joint pin reticular density, fall after the natural transition of " Y " type structure by this, by mullion joint pin reticular density compared with the box column of zonule, whole work progress has been accomplished to optimize to greatest extent to member equitable subsection, processing and fabricating, transport, on-site hoisting, correction link in place, thereby both meet the expression intention of design, taken into account again the requirement of plant produced, site operation.
Further improvement of the utility model is, described transformational structure further comprises transition linkage section, described transition linkage section comprises interconnective oblique changeover portion and vertical changeover portion, described oblique changeover portion is formed with the 3rd conversion link away from the end of described vertical changeover portion, described vertical changeover portion is formed with the 4th conversion link away from the end of described oblique changeover portion, and described the 3rd link connects described the second conversion link.By the volume that can reduce core transformational structure that arranges of this transition linkage section, and realize more smooth and easy natural switch transition.
Brief description of the drawings
Fig. 1 is the post net distribution schematic diagram of the outside box column of super high rise building.
Fig. 2 is the utility model transformational structure schematic diagram.
Fig. 3 is the transformational structure schematic diagram that is provided with transition linkage section.
Fig. 4 is the transformational structure connection procedure schematic diagram in Fig. 3.
Detailed description of the invention
Below in conjunction with specific embodiment, the utility model is described in further detail.
Refer to shown in Fig. 2, housing box column transformational structure of the present utility model is down " Y " type structure, mainly comprises a mullion 10 and two batter posts 20, and these mullion 10 one end connect batter post 20, the other end forms one first conversion link 11, connects upper strata box column 50 by this first conversion link 11; These batter post 20 one end connect mullion 10, and the other end forms the second conversion link 21, connect lower floor's box column 40 by this second conversion link 21; Realize thus two in box column 40 larger lower floor's post reticular density are merged and connected, and naturally transit on the box column 50 that upper strata post reticular density is less.
Further consult shown in Fig. 3, housing box column transformational structure of the present utility model can also further coordinate a transition linkage section 30 to use, this transition linkage section 30 further comprises interconnective oblique changeover portion 31 and vertical changeover portion 32, this oblique changeover portion 31 is formed with the 3rd conversion link 33 away from the end of described vertical changeover portion 32, and change by the 3rd the second conversion link 21 that link 33 connects above-mentioned batter post 20, this vertical changeover portion 32 is formed with the 4th conversion link 34 away from the end of oblique changeover portion 31, and connect lower floor's box column by the 4th conversion link 34, make the more smooth and easy nature of whole transfer process.
Coordinate shown in Fig. 4, as preferred embodiments of the present utility model, can a pin joint seat 211 be set in the end of the second conversion link 21 of batter post 20, on this pin joint seat 211, be articulated with two the first junction plates 212 of interval one setpoint distance each other, on the first junction plate 212, offer through hole, and two the first junction plates 212 can rotate around this pin joint seat 211; Simultaneously, the 3rd conversion link 33 at this oblique changeover portion 31 is fixedly installed the second junction plate 331, the position correspondence of this second junction plate 331 is arranged at two gaps between the first junction plate 212, and on the second junction plate 331, offers the through hole corresponding with through hole on the first junction plate 212; When connection, two the first junction plates 212 can be rotated around this pin joint seat 211, until the second junction plate 331 plugs in two gaps between the first junction plate 212, wear the first junction plate 212 and the through hole being connected on the second junction plate 331 by bolt, thereby transition linkage section 30 is connected in to " Y " type structure.
Transformational structure of the present utility model can ensure:
(1) have advantages of that power transmission is direct, cost economic, reduced construction cost, reduce site operation difficulty simultaneously, played good guaranteeing role to saving duration and quality control.
(2) equitable subsection to member, processing and fabricating, transport, on-site hoisting, correction link in place have been accomplished to optimize to greatest extent, thereby both met the expression intention of design, take into account again the requirement of plant produced, site operation, for ensureing that produce in factory, field erected quality created condition without large working area too.
(3) adopt upper and lower joint steel column butt joint group to clearance control technology, various influence factors are digested in advance, grasp in advance the actual deviation value of the rear following steel column capital absolute altitude of docking, guaranteed the quality that steel column is installed.
(4) install the time saved and expense, ensured position and the quality of erection of steel pipe column, reduced simultaneously and hung time.Use self-compacting concrete also to ensure concrete pouring quality and progress.
Below embodiment has been described in detail the utility model by reference to the accompanying drawings, and those skilled in the art can make many variations example to the utility model according to the above description.Thereby some details in embodiment should not form restriction of the present utility model, the utility model by the scope defining using appended claims as protection domain of the present utility model.
Claims (3)
1. a building housing box column transformational structure, it is characterized in that described transformational structure comprises a mullion vertically extending and from one end of described mullion along at least two batter posts of oblique extension, described mullion forms the first conversion link away from the end of described batter post, and described batter post forms the second conversion link away from the end of described mullion.
2. transformational structure as claimed in claim 1, it is characterized in that: described transformational structure further comprises transition linkage section, described transition linkage section comprises interconnective oblique changeover portion and vertical changeover portion, described oblique changeover portion is formed with the 3rd conversion link away from the end of described vertical changeover portion, described vertical changeover portion is formed with the 4th conversion link away from the end of described oblique changeover portion, and described the 3rd link connects described the second conversion link.
3. transformational structure as claimed in claim 2, is characterized in that: the second conversion link of described batter post is provided with a pin joint seat, is articulated with two the first junction plates on described pin joint seat, on described the first junction plate, offers through hole; Be fixedly installed the second junction plate at described the 3rd conversion link, the position correspondence of described the second junction plate is arranged at the gap that adapts to described the second junction plate between described two the first junction plates, and on described the second junction plate, offers the through hole corresponding with through hole on described the first junction plate;
Wherein, when described the second conversion link is connected with described the 3rd conversion link, described two the first junction plates rotate around described pin joint seat, until described the second junction plate plugs in the gap between described two the first junction plates, wear the first junction plate and the through hole being connected on the second junction plate by bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420312493.8U CN204001190U (en) | 2014-06-12 | 2014-06-12 | Building housing box column transformational structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420312493.8U CN204001190U (en) | 2014-06-12 | 2014-06-12 | Building housing box column transformational structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204001190U true CN204001190U (en) | 2014-12-10 |
Family
ID=52041213
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420312493.8U Expired - Fee Related CN204001190U (en) | 2014-06-12 | 2014-06-12 | Building housing box column transformational structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204001190U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106638959A (en) * | 2016-11-30 | 2017-05-10 | 上海二十冶建设有限公司 | Modularization mounting method for inverted-V-shaped case type steel column |
| CN115559556A (en) * | 2022-12-01 | 2023-01-03 | 北京市第三建筑工程有限公司 | Butt joint construction method for A-shaped column and newly-added inclined outer frame column during reconstruction of super high-rise building |
| CN115627957A (en) * | 2022-12-01 | 2023-01-20 | 北京市第三建筑工程有限公司 | Connecting piece of original outer frame column and new outer frame column in adduction and transformation of building and A-shaped column thereof |
-
2014
- 2014-06-12 CN CN201420312493.8U patent/CN204001190U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106638959A (en) * | 2016-11-30 | 2017-05-10 | 上海二十冶建设有限公司 | Modularization mounting method for inverted-V-shaped case type steel column |
| CN115559556A (en) * | 2022-12-01 | 2023-01-03 | 北京市第三建筑工程有限公司 | Butt joint construction method for A-shaped column and newly-added inclined outer frame column during reconstruction of super high-rise building |
| CN115627957A (en) * | 2022-12-01 | 2023-01-20 | 北京市第三建筑工程有限公司 | Connecting piece of original outer frame column and new outer frame column in adduction and transformation of building and A-shaped column thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206903022U (en) | A kind of steel bar truss floor support plate | |
| CN204001190U (en) | Building housing box column transformational structure | |
| CN205224288U (en) | Connection node of reinforced concrete superposed beam and steel pipe column | |
| CN206554269U (en) | A kind of prefabricated panel and steel beam coupling device | |
| CN102418415B (en) | Short-slab-span cast-in-situ beam ribbed floor early-dismantling template formwork system | |
| CN204098487U (en) | Gear-like curved wall pilaster template | |
| CN204266378U (en) | A kind of steel structural embedded parts that can bear larger pulling force | |
| CN203656365U (en) | Combination-type transition cable leading cage based on cable leading towards lower bridge surface | |
| CN103195079B (en) | Installing type template, installing type template group and complete installing type plate device | |
| CN203961300U (en) | Tool-type passage | |
| CN205637305U (en) | Building block material unit and butt -joint structural thereof | |
| CN204040471U (en) | A kind of Novel direct piece cap template | |
| CN204825820U (en) | Pressure regulating well structure using traffic hole as upper chamber | |
| CN203160251U (en) | Connecting device for joints of steel and wood templates | |
| CN204238830U (en) | A kind of gate, assembly type building site | |
| CN206034905U (en) | Board combination design mould falls in bathroom | |
| CN203451012U (en) | Double-cage elevator safety protective door spindle device | |
| CN207538225U (en) | The column beam crossed node structure of steel construction gable and hip roof roof building modelled after an antique | |
| CN206458090U (en) | A kind of balcony, tool for kitchen use hang mould | |
| CN206128082U (en) | Foundation fit base plate or floor slab rebar wear transform structure of shaped steel stand | |
| CN206625457U (en) | The interior filling concrete profiled pile of steel box column and I-shaped steel column spelling | |
| CN204899034U (en) | Prefabricated wall post | |
| CN203613789U (en) | Deformation joint shear wall formwork system | |
| CN205224265U (en) | Prefabricated steel framework composition structure of outsourcing concrete | |
| CN104328867A (en) | Corrugated steel web-steel pipe concrete flange combined section box column |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141210 Termination date: 20200612 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |