CN207739673U - It is layered assembled building - Google Patents
It is layered assembled building Download PDFInfo
- Publication number
- CN207739673U CN207739673U CN201721657209.0U CN201721657209U CN207739673U CN 207739673 U CN207739673 U CN 207739673U CN 201721657209 U CN201721657209 U CN 201721657209U CN 207739673 U CN207739673 U CN 207739673U
- Authority
- CN
- China
- Prior art keywords
- assembled building
- steel structure
- sole plate
- structure frame
- frame
- 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
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 61
- 239000010959 steel Substances 0.000 claims abstract description 61
- 238000010276 construction Methods 0.000 claims abstract description 25
- 230000009545 invasion Effects 0.000 claims abstract description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 9
- 210000003195 fascia Anatomy 0.000 claims description 8
- 238000003825 pressing Methods 0.000 claims description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 238000009417 prefabrication Methods 0.000 description 5
- 230000032258 transport Effects 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000009432 framing Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 230000008901 benefit Effects 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 230000008646 thermal stress Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model is related to building fields, it is intended to there are assembling construction efficiency is low when solving the problems, such as the construction of existing assembled architecture, provide layering assembled building.Being layered assembled building includes：Sole plate；Central cylinder, is erected in the centre of sole plate, and the lower end of central cylinder is mutually spliced with sole plate；It is sequentially overlapped the multi-storey steel structure frame and floor of splicing upwards from sole plate；The lower end of undermost steel structure frame is spliced in sole plate, and the side of the close central cylinder of the steel structure frame of each layer is connected with central cylinder；It encloses in the exterior wall of the alien invasion of layering assembled building.The utility model has the beneficial effects that splicing is convenient, construction efficiency is high.
Description
Technical field
The utility model is related to building fields, in particular to layering assembled building.
Background technology
Steel construction assembled architecture is that the partial component of building is prefabricated in the factory, and is then transported to scene and carries out assembled build
Make method.However, there is a problem of that assembling construction efficiency is low when existing assembled architecture construction.
Utility model content
The utility model is intended to provide a kind of layering assembled building, to solve to exist when existing assembled architecture is constructed
The low problem of assembling construction efficiency.
What the embodiments of the present invention were realized in：
The utility model embodiment provides a kind of layering assembled building comprising：
Sole plate；
Central cylinder, is erected in the centre of sole plate, and the lower end of central cylinder is mutually spliced with sole plate；
It is sequentially overlapped the multi-storey steel structure frame and floor of splicing upwards from sole plate；Undermost steel structure frame
Lower end is spliced in sole plate, and the side of the close central cylinder of the steel structure frame of each layer is connected with central cylinder；
It encloses in the exterior wall of the alien invasion of layering assembled building.
Prefabrication can be used in most of component part of layering assembled building in the present embodiment, then transports existing
Field is spliced to form, and can be greatly reduced site operation and be taken, accelerate the construction speed of layering assembled building.Specifically, this
Center barrel structure, steel structure frame, floor, exterior wall in embodiment are all made of prefabrication, then transport scene progress
It is spliced.
Therefore, the layering assembled building in the utility model embodiment has splicing convenient, high beneficial of construction efficiency
Effect.
In an embodiment of the present embodiment：
The lining for being at least partly used to separate the interior space of layering assembled building covers the side for being connected to steel structure frame
Face.
In an embodiment of the present embodiment：
Exterior wall is spliced by multi-disc prefabricated outer wall panel, and is covered on the inside of each prefabricated outer wall panel and be connected to steel construction frame
The lateral surface of frame.
In an embodiment of the present embodiment：
Prefabricated outer wall panel is covered by the first connection structure is connected to steel structure frame；
The connecting plate that first connection structure includes angle cleat and is embedded in advance in prefabricated outer wall panel Side fascia；
Angle cleat is bonded and is connected to the outside of steel structure frame on one side, and another side is horizontally extending and passes through spiral shell
Line connects connecting plate.
In an embodiment of the present embodiment：
Central cylinder is as staircase or escalator.
In an embodiment of the present embodiment：
Each layer steel structure frame is made of multiple prefabricated subframes；Prefabricated subframe is rectangular to be formed by connecting by steel pole
Body frame structure.
In an embodiment of the present embodiment：
Prefabricated subframe includes opposite upper plane framework, lower plane frame, and support be connected to plane framework and
Vertical supporting rod between lower plane frame.
In an embodiment of the present embodiment：
Upper plane framework and lower plane frame are formed by connecting by steel I-beam；Vertical supporting rod is hollow steel pipe.
In an embodiment of the present embodiment：
The centre of sole plate is equipped with the connection reinforcing bar stretched out vertically upward, and the lower end of central cylinder is equipped in connection reinforcing bar
The matching hole being correspondingly connected with.
In an embodiment of the present embodiment：
Splicing construction between undermost steel structure frame and sole plate is：Pre-buried spiral shell is set on sole plate
Bar, undermost steel structure frame are threadedly connected to the screw nut pressing of pre embedded bolt in sole plate.
The utility model embodiment also provides a kind of construction method based on BIM of aforementioned layering assembled building, packet
It includes：
Based on BIM establish central cylinder, each steel structure frame, each floor and exterior wall threedimensional model；
In virtual three dimensional space according to the assemble sequence of setting successively assembly center cylinder, each steel structure frame, each
Floor and exterior wall find out the interference occurred during the Virtual assemble, collision problem；
After the structure and/or adjustment assembly sequence of the component to go wrong in Virtual assemble, carry out again empty
Quasi- assembly；
After Virtual assemble normally completes, Virtual assemble process is recorded, live practical set construction is carried out, completes layering dress
Construction with formula building.
To sum up, the layering assembled building in the utility model embodiment and its construction method based on BIM have splicing
It is convenient, the high advantageous effect of construction efficiency.
Description of the drawings
It, below will be to required use in embodiment in order to illustrate more clearly of the technical solution of the utility model embodiment
Attached drawing be briefly described, it should be understood that the following drawings illustrates only some embodiments of the utility model, therefore should not be by
Regard the restriction to range as, for those of ordinary skill in the art, without creative efforts, may be used also
To obtain other relevant attached drawings according to these attached drawings.
Fig. 1 is the structural schematic diagram of the layering assembled building in the utility model embodiment；
Fig. 2 is sectional views of the Fig. 1 along line A-A；
Fig. 3 shows sole plate and the connection type structural schematic diagram of central cylinder；
Fig. 4 is the structural schematic diagram of the prefabricated subframe in the utility model embodiment；
Fig. 5 shows the undermost steel structure frame in the utility model embodiment and the connection side between sole plate
Formula schematic diagram.
Icon：100- is layered assembled building；10- sole plates；20- central cylinders；The prefabricated subframes of 30a-；30- steel
Structural framing；The upper plane frameworks of 31-；32- lower plane frames；33- vertical supporting rods；40- floors；50a- prefabricated outer wall panels；Outside 50-
Wall；The first connection structures of 60-；61- angle cleats；62- connecting plates；70- linings；M1- connection reinforcing bars；M2- pre embedded bolts；
M3- nuts.
Specific implementation mode
It is new below in conjunction with this practicality to keep the purpose, technical scheme and advantage of the utility model embodiment clearer
Attached drawing in type embodiment, the technical scheme in the utility model embodiment is clearly and completely described, it is clear that is retouched
The embodiment stated is the utility model a part of the embodiment, instead of all the embodiments.Usually here described in attached drawing and
The component of the utility model embodiment shown can be arranged and be designed with a variety of different configurations.
Therefore, the detailed description of the embodiments of the present invention to providing in the accompanying drawings is not intended to limit requirement below
The scope of the utility model of protection, but it is merely representative of the selected embodiment of the utility model.Based in the utility model
Embodiment, every other embodiment obtained by those of ordinary skill in the art without making creative efforts, all
Belong to the range of the utility model protection.
It should be noted that：Similar label and letter indicate similar terms in following attached drawing, therefore, once a certain Xiang Yi
It is defined, then it further need not be defined and explained in subsequent attached drawing in a attached drawing.
In the description of the present invention, it should be noted that if occur term "center", "upper", "lower", " left side ",
The orientation or positional relationship of the instructions such as " right side ", "vertical", "horizontal", "inner", "outside" is orientation based on ... shown in the drawings or position
Relationship or the utility model product using when the orientation or positional relationship usually put, be merely for convenience of describing this reality
With novel and simplified description, does not indicate or imply the indicated device or element must have a particular orientation, with specific
Azimuth configuration and operation, therefore should not be understood as limiting the present invention.If in addition, occurring in the description of the utility model
Term " first ", " second " etc. are only used for distinguishing description, are not understood to indicate or imply relative importance.
If being not offered as requiring component in addition, occurring the terms such as term "horizontal", "vertical" in the description of the utility model
Abswolute level or pendency, but can be slightly tilted.If "horizontal" refers to only that its direction is more horizontal with respect to for "vertical",
It is not to indicate that the structure is had to fully horizontally, but can be slightly tilted.
In the description of the present invention, it should also be noted that, unless otherwise clearly defined and limited, if there is art
Language " setting ", " installation ", " connected ", " connection " shall be understood in a broad sense, and can also be detachable for example, it may be being fixedly connected
Connection, or be integrally connected；It can be mechanical connection, can also be electrical connection；It can be directly connected, centre can also be passed through
Medium is indirectly connected, and can be the connection inside two elements.It for the ordinary skill in the art, can specific feelings
Condition understands the concrete meaning of above-mentioned term in the present invention.
Fig. 1 is the structural schematic diagram of the layering assembled building 100 in the utility model embodiment；Fig. 2 is Fig. 1 along A-A
The sectional view of line.Referring to Fig. 1, Fig. 2, the layering assembled building 100 in the present embodiment includes：Sole plate 10, central cylinder
20.Central cylinder 20 is erected in the centre of sole plate 10, and lower end and 10 phase of sole plate of central cylinder 20 are spliced.Actually make
In, 20 space of central cylinder can be used as escalator or staircase.Optionally, referring to Fig. 3, the centre of sole plate 10, which is equipped with, erects
To the connection reinforcing bar M1 stretched out upwards, the lower end of central cylinder 20 is equipped with the matching hole being correspondingly connected in connection reinforcing bar M1.Center
Cylinder 20 can be used be prefabricated in the factory after the completion of be transported to scene and assembled.Its installation method is that lifting central cylinder 20 makes
It is inserted in connection reinforcing bar M1 with its matching hole correspondence vertically downwards, is then connected to connection reinforcing bar M1 and central cylinder 20
Together.The lower face of central cylinder 20 can be supported in the upper surface of sole plate 10.Certainly, gap between the two can pass through
Perfusion sealing cement mortar etc. is sealed bonding.
Referring again to Fig. 1, it is sequentially overlapped the multi-storey steel structure frame 30 and floor 40 of splicing, example upwards from sole plate 10
Compound steel structural framing 30 and three floor plates 40 as shown in Figure 1.The superposition multi-storey steel structure frame 30 and building that the place is said
The set-up mode of plate 40 indicates：Such as Fig. 1, one layer of steel structure frame 30 of stacking splicing on sole plate 10, then in this layer of steel
Stacking splicing first floor plate 40 on structural framing 30；30 He of steel structure frame of last layer is sequentially overlapped on the floor 40 again
Floor 40, repeatedly, until splicing completes the splicing of major structure of construction to the floor of setting.Then it can carry out subsequent
Roof, Decorating Project etc..In the present embodiment, the lower end of undermost steel structure frame 30 is spliced in sole plate 10.Respectively
The side of the close central cylinder 20 of the steel structure frame 30 of layer is connected with central cylinder 20, and connection type can be that bolt connects
It connects, such as in the side welding screw of cylinder, stud passes through steel structure frame, and is fastened by nut.
Referring to Fig. 2, Fig. 4, each layer steel structure frame 30 is made of multiple prefabricated subframe 30a for cooperation；It is described pre-
System frame 30a is the cuboid framework structure being formed by connecting by steel pole.Optionally, the prefabricated subframe 30a includes opposite
Upper plane framework 31, lower plane frame 32, and support be connected to the upper plane framework 31 and the lower plane frame 32
Between vertical supporting rod 33.Optionally, the upper plane framework 31 connected by steel I-beam with the lower plane frame 32 and
At；The vertical supporting rod 33 is hollow steel pipe.
Splicing construction between undermost steel structure frame 30 and sole plate 10 can be, as shown in figure 5, on basis
Pre embedded bolt M2 is set on bottom plate 10, and undermost steel structure frame 30 is threadedly connected to the nut M3 pressings of pre embedded bolt M2
Sole plate 10.The installation position of pre embedded bolt M2 and corresponding nut M3 can be set according to the structure size of steel structure frame 30
It is fixed, to realize that good fixed steel structure frame 30 is starting point.
Referring to Fig. 1, the alien invasion of layering assembled building 100, which encloses, sets exterior wall 50.Optionally, exterior wall 50 is pre- by multi-disc
Side fascia 50a processed is spliced, and covers the lateral surface for being connected to steel structure frame 30 on the inside of each prefabricated outer wall panel 50a.In advance
Side fascia 50a processed is transported to by the way of scene is spliced after prefabrication and is installed.Contiguous prefabricated Side fascia 50a's is vertical
Elaxtic seal sealing can be used in seam, transverse joint, on the one hand avoids external wall seepage, another way so that each prefabricated
It is reserved with certain relative deformation surplus between Side fascia 50a, reduces exterior wall 50 in thermal stress load or the work of other loads
It is cracked and so under.Connection type between prefabricated outer wall panel 50a and steel structure frame 30 can there are many,
For example, prefabricated outer wall panel 50a is covered by the first connection structure 60 is connected to steel structure frame 30；First connection structure 60 includes connection
Angle steel 61 and the connecting plate 62 being embedded in advance in prefabricated outer wall panel 50a Side fascias；Angle cleat 61 is bonded and is connected to steel knot on one side
The outside of structure frame 30, another side is horizontally extending and is connected through a screw thread connecting plate 62.Point of first connection structure 60
Mode for cloth can there are many, such as play chess and be connected to by four the first connection structures 60 of matrix distribution per a piece of Side fascia
The lateral surface of steel structure frame 30.
Prefabrication can be used in most of component part of layering assembled building 100 in the present embodiment, then transports
It is spliced to form to scene, site operation can be greatly reduced and taken, accelerate the construction speed of layering assembled building 100.Tool
Body, sole plate 10, central cylinder 20, prefabricated subframe 30a, floor 40, prefabricated outer wall panel 50a in the present embodiment are adopted
With prefabrication, then transports to scene and be spliced.
In one embodiment of the utility model, at least partly it is used to separate the Interior Space of layering assembled building 100
Between lining 70 cover the side for being connected to steel structure frame 30.Such as lining 70 is sandwiched in two contiguous prefabricated subframe 30a's
It links together between opposite side and by the connectors such as bolt (not shown) and prefabricated subframe 30a.
The utility model embodiment also provides a kind of construction method based on BIM such as aforementioned layering assembled building,
Include the following steps：
The three-dimensional mould of central cylinder 20, each steel structure frame 30, each floor 40 and exterior wall 50 is established based on BIM
Type；
Virtual three dimensional space according to the assemble sequence of setting successively assembly center cylinder 20, each steel structure frame 30,
Each floor 40 and exterior wall 50 find out the interference occurred during the Virtual assemble, collision problem；
After the structure and/or adjustment assembly sequence of the component to go wrong in Virtual assemble, carry out again empty
Quasi- assembly；
After Virtual assemble normally completes, Virtual assemble process is recorded, live practical set construction is carried out, completes layering dress
Construction with formula building 100.
In summary it describes, the layering assembled building 100 in the utility model embodiment and its construction party based on BIM
Method has splicing conveniently, the high advantageous effect of construction efficiency.
The above descriptions are merely preferred embodiments of the present invention, is not intended to limit the utility model, for this
For the technical staff in field, various modifications and changes may be made to the present invention.It is all in the spirit and principles of the utility model
Within, any modification, equivalent replacement, improvement and so on should be included within the scope of protection of this utility model.
Claims (10)
1. a kind of layering assembled building, it is characterised in that：
The layering assembled building includes：
Sole plate；
Central cylinder, is erected in the centre of the sole plate, and the lower end of the central cylinder is mutually spliced with the sole plate；
It is sequentially overlapped the multi-storey steel structure frame and floor of splicing upwards from the sole plate；Undermost steel structure frame
Lower end splicing is in the sole plate, the side and the center of the close central cylinder of the steel structure frame of each layer
Cylinder is connected；
It encloses in the exterior wall of the alien invasion of the layering assembled building.
2. layering assembled building according to claim 1, it is characterised in that：
The lining of the interior space at least partly for separating the layering assembled building, which covers, is connected to the steel structure frame
Side.
3. layering assembled building according to claim 1, it is characterised in that：
The exterior wall is spliced by multi-disc prefabricated outer wall panel, and covered on the inside of each prefabricated outer wall panel be connected to it is described
The lateral surface of steel structure frame.
4. layering assembled building according to claim 3, it is characterised in that：
The prefabricated outer wall panel is covered by the first connection structure is connected to the steel structure frame；
The connecting plate that first connection structure includes angle cleat and is embedded in advance in the prefabricated outer wall panel Side fascia；
The angle cleat is bonded and is connected to the outside of the steel structure frame on one side, and another side is horizontally extending and leads to
It crosses and is threadedly coupled the connecting plate.
5. layering assembled building according to claim 1, it is characterised in that：
The central cylinder is as staircase or escalator.
6. layering assembled building according to claim 1, it is characterised in that：
Each layer steel structure frame is made of multiple prefabricated subframes；The prefabricated subframe is formed by connecting by steel pole
Cuboid framework structure.
7. layering assembled building according to claim 6, it is characterised in that：
The prefabricated subframe includes opposite upper plane framework, lower plane frame, and support is connected to the upper plane frame
Vertical supporting rod between frame and the lower plane frame.
8. layering assembled building according to claim 7, it is characterised in that：
The upper plane framework and the lower plane frame are formed by connecting by steel I-beam；The vertical supporting rod is hollow steel
Pipe.
9. layering assembled building according to claim 1, it is characterised in that：
The centre of the sole plate is equipped with the connection reinforcing bar stretched out vertically upward, and the lower end of the central cylinder is equipped in described
The matching hole that connection reinforcing bar is correspondingly connected with.
10. layering assembled building according to claim 1, it is characterised in that：
Splicing construction between the undermost steel structure frame and the sole plate is：It is arranged on sole plate pre-buried
Screw rod, the undermost steel structure frame are threadedly connected to the screw nut pressing of the pre embedded bolt in the sole plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721657209.0U CN207739673U (en) | 2017-12-01 | 2017-12-01 | It is layered assembled building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721657209.0U CN207739673U (en) | 2017-12-01 | 2017-12-01 | It is layered assembled building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207739673U true CN207739673U (en) | 2018-08-17 |
Family
ID=63116748
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721657209.0U Expired - Fee Related CN207739673U (en) | 2017-12-01 | 2017-12-01 | It is layered assembled building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207739673U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108005409A (en) * | 2017-12-01 | 2018-05-08 | 贵州精正检测有限公司 | It is layered assembled building and its construction method based on BIM |
-
2017
- 2017-12-01 CN CN201721657209.0U patent/CN207739673U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108005409A (en) * | 2017-12-01 | 2018-05-08 | 贵州精正检测有限公司 | It is layered assembled building and its construction method based on BIM |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN1821501B (en) | Column-beam attaching tectosome of architecture and method of attaching the same | |
| CN104532953B (en) | 3D printing based assembly type special-shaped column framework structure and construction method thereof | |
| CN206144032U (en) | Mosaic structure of assembled steel core concrete column and post | |
| CN107905385A (en) | The assembled arthitecutral structure and method of construction that steel construction is combined with concrete structure | |
| CN110145033A (en) | Assembled assembled house structure | |
| CN207739673U (en) | It is layered assembled building | |
| CN108005409A (en) | It is layered assembled building and its construction method based on BIM | |
| CN106032705B (en) | A kind of integral type pouring molding construction method of reinforced concrete floor | |
| CN204356896U (en) | Based on the assembling Framed Structure with Special-Shaped Columns that 3D prints | |
| WO2008004754A1 (en) | Prefabricated pillar | |
| CN207110035U (en) | Assembled steel tendon concrete frame structure based on steel plate connection joint | |
| JP2002294858A (en) | Halfprecast concrete column member and halfprecast concrete beam member and construction method of reinforced concrete column-beam frame using these members | |
| CN205348830U (en) | Detachable post is with consolidating atress component | |
| CN210658451U (en) | Open cut method composite assembly formula underground structure | |
| CN210066816U (en) | Assembled vault is striden no post underground structure greatly | |
| CN102587404B (en) | Construction method for large-sized blast furnace foundation | |
| KR102570306B1 (en) | Connection Structure Of Stacked Modular Unit And Manufacturing Method Thereof | |
| CN110528706A (en) | One kind " interior bolt extrapolation " formula building module connection interior joint and its construction method | |
| CN216108953U (en) | Integrated assembled steel construction building | |
| CN210164044U (en) | Concrete column prefabricated part connecting structure | |
| CN211472577U (en) | Vertical cross connection structure of upper and lower cabin wall bodies of comprehensive pipe rack | |
| CN115627958B (en) | Inclined adduction transformation structure suitable for super high-rise building and construction method | |
| CN214994661U (en) | Combined structure of prefabricated wall | |
| CN212336413U (en) | Steel form shell concrete integrated configuration system | |
| CN211396603U (en) | Cast-in-place mould system for beam column node of fabricated frame structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180817 |