CN205153116U - Prefabricated modularization assembled shock insulation building structure - Google Patents
Prefabricated modularization assembled shock insulation building structure Download PDFInfo
- Publication number
- CN205153116U CN205153116U CN201520911831.4U CN201520911831U CN205153116U CN 205153116 U CN205153116 U CN 205153116U CN 201520911831 U CN201520911831 U CN 201520911831U CN 205153116 U CN205153116 U CN 205153116U
- Authority
- CN
- China
- Prior art keywords
- isolation
- prefabricated
- shock insulation
- building structure
- insulation 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
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a prefabricated modularization assembled shock insulation building structure, this prefabricated modularization assembled shock insulation building structure includes: superstructure, superstructure are upper portion floor building structure, and superstructure includes a plurality of prefabricated modules, bearing structure, bearing structure is building underlying structure or basement structure, the shock insulation layer, the shock insulation layer sets up between bearing structure and superstructure. The utility model relates to a prefabricated modularization assembled shock insulation building structure not only can improve prefabricated assembly structure's assembly efficiency, wholeness and quality effectively to can show the anti -seismic performance who improves this type of structure.
Description
Technical field
The utility model relates to building field, is specifically related to a kind of prefabricated modular assembling shock insulation building structure.
Background technology
Prefabricated modular assembled arthitecutral structure refers to and the various components of structure is carried out standardized production in factory, and form precast frame module, precast shear wall module (comprising preformed core cylinder module) and precast frame shear wall module, then by each Prefabricated block at the construction field (site) by being rigidly connected, varied rigid link or hinged assembled structure.
Base isolation is a kind of structure shake-proof technology; by the Seismic Isolation of Isolation Layer installed between superstructure with basis, both are separated; Seismic Isolation of Isolation Layer can effectively isolate the earthquake motive force being transmitted to superstructure, greatly reduces the dynamic deformation of structure, thus protection upper component and node exempt from seismic damage.
Base Isolation Technology is combined with prefabricated modular assembling top-out structure, while greatly improving the efficiency of assembling of prefabrication and assembly construction building structure and its globality and quality, anti-seismic performance can be significantly improved, and make the more flexile layout of each module in top and be connected to become possibility, be a kind of effective means realizing industrialization of construction industry.
Utility model content
In order to solve the problems of the technologies described above, the utility model proposes a kind of prefabricated modular assembling shock insulation building structure, this structure not only can improve the efficiency of assembling of prefabricated assembly structural, globality and quality effectively, and can significantly improve the anti-seismic performance of this class formation.
In order to achieve the above object, the technical solution of the utility model is as follows:
Prefabricated modular assembling shock insulation building structure comprises: superstructure, and superstructure is upper floor building structure, and superstructure comprises multiple Prefabricated block; Braced structures, braced structures is building substructure or basement structure; Seismic Isolation of Isolation Layer, Seismic Isolation of Isolation Layer is arranged between braced structures and superstructure.
A kind of prefabricated modular assembling of the utility model shock insulation building structure, superstructure comprises multiple Prefabricated block, and multiple Prefabricated block is formed by the module assembled of factorial praluction, arranges Seismic Isolation of Isolation Layer between the bottom of the Prefabricated block of bottom and braced structures.The utility model effectively can improve efficiency of assembling, overall performance, the anti-seismic performance of prefabricated building, shortens the construction period, and significantly can improve construction quality and architectural industrialization degree.
On the basis of technique scheme, also can do following improvement:
As preferred scheme, Seismic Isolation of Isolation Layer is also arranged at braced structures inside.
Adopt above-mentioned preferred scheme, strengthen isolating affection.
As preferred scheme, Seismic Isolation of Isolation Layer comprises and is arranged at waiting slab Seismic Isolation of Isolation Layer and the isolation cushion between slab Seismic Isolation of Isolation Layer and braced structures such as being arranged at below superstructure.
Adopt above-mentioned preferred scheme, Seismic Isolation of Isolation Layer substitutes former upper buttress, beam, plate to wait slab Seismic Isolation of Isolation Layer.Objectively form the final position of superstructure, i.e. structure position of fixity.Structural computational model is clearly reasonable, relieves one in shock-insulation building design and restricts greatly, to layout, the adjustment of isolation cushion and to optimize the following structural configuration of isolation cushion significant, is particularly useful for low layer constructivity shock design and Tall Shear Wall Structures shock design.Simultaneously, employing waits slab Seismic Isolation of Isolation Layer owing to eliminating the restriction of upper buttress planar dimension, middle part ground Zhi Dunke adopts friction-type connection, periphery ground Zhi Dunke adopts limit-type connection, installation difficulty and cost can be reduced greatly, and very large facility is brought to the maintenance of isolation cushion, replacing, adjustment.
As preferred scheme, Seismic Isolation of Isolation Layer is one or more in Rubber Bearing Isolation System, sliding friction vibration-isolating system, combined isolation system.
Adopt above-mentioned preferred scheme, select suitable Seismic Isolation of Isolation Layer according to the specific requirement of user.
As preferred scheme, combined isolation system is neoprene bearing and frcition damper combined isolation system, and wherein frcition damper is that multi-laminate is box-like.
Adopt above-mentioned preferred scheme, the box-like frcition damper of multi-laminate reduces the own dimensions of damper, can save installing space, arrange more flexible.
As preferred scheme, Prefabricated block is one or more in precast frame module, precast shear wall module, preformed core cylinder module and precast frame shear wall module.
Adopt above-mentioned preferred scheme, be convenient to form various appearance.
As preferred scheme, between contiguous prefabricated module adopt be rigidly connected, varied rigid link or hinged.
Adopt above-mentioned preferred scheme, be connected firmly.
As preferred scheme, between contiguous prefabricated module, connector is adopted to connect.
Adopt above-mentioned preferred scheme, be connected firmly.
Accompanying drawing explanation
One of structural representation of the prefabricated modular assembling shock insulation building structure that Fig. 1 the utility model embodiment provides.
The structural representation of the first Prefabricated block that Fig. 2 the utility model embodiment provides.
The structural representation of the second Prefabricated block that Fig. 3 the utility model embodiment provides.
The structural representation of the 3rd Prefabricated block that Fig. 4 the utility model embodiment provides.
One of spliced structural representation of each Prefabricated block that Fig. 5 the utility model embodiment provides.
The spliced structural representation two of each Prefabricated block that Fig. 6 the utility model embodiment provides.
The spliced structural representation three of each Prefabricated block that Fig. 7 the utility model embodiment provides.
The spliced structural representation four of each Prefabricated block that Fig. 8 the utility model embodiment provides.
One of structural representation before the transverse connection that Fig. 9 the utility model embodiment provides connects.
One of structural representation after the transverse connection that Figure 10 the utility model embodiment provides connects.
Structural representation two before the transverse connection that Figure 11 the utility model embodiment provides connects.
Structural representation two after the transverse connection that Figure 12 the utility model embodiment provides connects.
Structural representation three before the transverse connection that Figure 13 the utility model embodiment provides connects.
Structural representation two after the transverse connection that Figure 14 the utility model embodiment provides connects.
Structural representation four before the transverse connection that Figure 15 the utility model embodiment provides connects.
Structural representation four after the transverse connection that Figure 16 the utility model embodiment provides connects.
The structural representation two of the prefabricated modular assembling shock insulation building structure that Figure 17 the utility model embodiment provides.
Wherein: 1 superstructure, 11 Prefabricated blocks, 111 first Prefabricated blocks, 112 second Prefabricated blocks, 113 the 3rd Prefabricated blocks, 2 braced structuress, 3 Seismic Isolation of Isolation Layers, slab Seismic Isolation of Isolation Layer, 32 isolation cushions, 4 vertical connectors, 5 transverse connections such as 31
Detailed description of the invention
Preferred embodiment of the present utility model is described in detail below in conjunction with accompanying drawing.
In order to reach the purpose of this utility model, in the some of them embodiment of prefabricated modular assembling shock insulation building structure,
As shown in Figure 1, the utility model prefabricated modular assembling shock-insulation building mainly comprises superstructure 1, braced structures 2 and Seismic Isolation of Isolation Layer 3.Superstructure 1 is upper floor building structure, and superstructure 1 comprises multiple Prefabricated block 11.Braced structures 2 is building substructure or basement structure.Seismic Isolation of Isolation Layer 3 is arranged between braced structures and superstructure, and the upper end of Seismic Isolation of Isolation Layer 3 connects the Prefabricated block 11 of bottom, the lower end connected support structure 2 of Seismic Isolation of Isolation Layer 3.Seismic Isolation of Isolation Layer 3 is one or more in Rubber Bearing Isolation System, sliding friction vibration-isolating system, combined isolation system.Combined isolation system is neoprene bearing and frcition damper combined isolation system, and wherein frcition damper is that multi-laminate is box-like.The box-like frcition damper of multi-laminate reduces the own dimensions of damper, can save installing space, arrange more flexible.In the present embodiment, braced structures 2 refer to namely based on.
Prefabricated block 11 is one or more in precast frame module, precast shear wall module, preformed core cylinder module and precast frame shear wall module, be furnished with one or more function divisions in bedroom, study, parlor, washroom, kitchen, elevator shaft, fire-fighting stairway, piping shaft, elevator cup, in larger Prefabricated block 11, can small modules be comprised.Wherein, precast frame module mainly comprises framework, body of wall and flooring; Precast shear wall module, preformed core cylinder module mainly comprise shear wall, coupling beam and flooring; Precast frame shear wall module mainly comprises framework, shear wall, body of wall and flooring.Prefabricated block 11 can be that factory floor completes deck, erection of doors and windows, water power are arranged and more than 80% Prefabricated block fitting up work, is transported to job site installs when needs are constructed.The construction module that Prefabricated block 11 also can be the framework of integral hoisting, shear wall, body of wall and flooring install combination at the construction field (site).
The present embodiment superstructure 1 is the building structure of multilayer, wherein adjacently to be connected by vertical connector 4 between layers, according to design needs and the calculation requirement of structure, this vertical connector can make for just to connect between contiguous prefabricated module 11, semi-rigid joint or hinged.As shown in figs. 2 to 4, every layer of building structure comprises: the first Prefabricated block 111, second Prefabricated block 112 and the 3rd Prefabricated block 113.As shown in figures 5-8, first Prefabricated block 111 is connected by transverse connection 5 with the 3rd Prefabricated block 113, according to design needs and the calculation requirement of structure, this transverse connection can make for just to connect between the first Prefabricated block 111 and the 3rd Prefabricated block 113, semi-rigid joint or hinged.Second Prefabricated block 112 is connected by transverse connection 5 with the first Prefabricated block 111 and the 3rd Prefabricated block 113.Vertical connector 4 and transverse connection 5 only illustrate the connection between Prefabricated block 11, but be not limited to this, if Prefabricated block 11 itself is provided with for interconnective structure, also should be understood to connector, the connection of structure and assembling meet structural calculation needs and meet national Current Building ' standard-required.The structure of several transverse connections 5 as shown in Fig. 9 ~ 16, transverse connection 5 can be built-in fitting, connects more firm.
A kind of prefabricated modular assembling of the utility model shock insulation building structure, superstructure comprises multiple Prefabricated block, and multiple Prefabricated block is formed by the module assembled of factorial praluction, arranges Seismic Isolation of Isolation Layer between the bottom of the Prefabricated block of bottom and braced structures.The utility model effectively can improve efficiency of assembling, overall performance, the anti-seismic performance of prefabricated building, shortens the construction period, and significantly can improve construction quality and architectural industrialization degree.
In order to optimize implementation result of the present utility model further, in other embodiment, all the other feature technologies are identical, and difference is, it is inner that Seismic Isolation of Isolation Layer 3 is also arranged at braced structures 2.
Adopt above-mentioned preferred scheme, effectively can strengthen isolating affection.
As shown in figure 17, in order to optimize implementation result of the present utility model further, in other embodiment, all the other feature technologies are identical, difference is, Seismic Isolation of Isolation Layer 3 comprises and is arranged at waiting slab Seismic Isolation of Isolation Layer 31 and the isolation cushion 32 between slab Seismic Isolation of Isolation Layer 31 and braced structures 2 such as being arranged at below superstructure 1.
Adopt above-mentioned preferred scheme, Seismic Isolation of Isolation Layer substitutes former upper buttress, beam, plate to wait slab Seismic Isolation of Isolation Layer 31.Objectively form the final position of superstructure, i.e. structure position of fixity.Structural computational model is clearly reasonable, relieves one in shock-insulation building design and restricts greatly, to layout, the adjustment of isolation cushion and to optimize the following structural configuration of isolation cushion significant, is particularly useful for low layer constructivity shock design and Tall Shear Wall Structures shock design.Simultaneously, employing waits slab Seismic Isolation of Isolation Layer owing to eliminating the restriction of upper buttress planar dimension three, middle part ground Zhi Dunke adopts friction-type connection, periphery ground Zhi Dunke adopts limit-type connection, installation difficulty and cost can be reduced greatly, and very large facility is brought to the maintenance of isolation cushion, replacing, adjustment.
Novel preferred embodiment, it should be pointed out that for the person of ordinary skill of the art, and under the prerequisite not departing from the utility model creation design, can also make some distortion and improvement, these all belong to protection domain of the present utility model.
Claims (8)
1. prefabricated modular assembling shock insulation building structure, is characterized in that, comprising:
Superstructure, described superstructure is upper floor building structure, and described superstructure comprises multiple Prefabricated block;
Braced structures, described braced structures is building substructure or basement structure;
Seismic Isolation of Isolation Layer, described Seismic Isolation of Isolation Layer is arranged between described braced structures and described superstructure.
2. prefabricated modular assembling shock insulation building structure according to claim 1, is characterized in that, it is inner that described Seismic Isolation of Isolation Layer is also arranged at described braced structures.
3. prefabricated modular assembling shock insulation building structure according to claim 1, is characterized in that, described Seismic Isolation of Isolation Layer comprises and is arranged at waiting slab Seismic Isolation of Isolation Layer and being arranged at the isolation cushion between slab Seismic Isolation of Isolation Layer and braced structures such as described below superstructure.
4. prefabricated modular assembling shock insulation building structure according to claim 1 and 2, is characterized in that, described Seismic Isolation of Isolation Layer is one or more in Rubber Bearing Isolation System, sliding friction vibration-isolating system, combined isolation system.
5. prefabricated modular assembling shock insulation building structure according to claim 4, is characterized in that, described combined isolation system is neoprene bearing and frcition damper combined isolation system, and wherein said frcition damper is that multi-laminate is box-like.
6. prefabricated modular assembling shock insulation building structure according to claim 1 and 2, is characterized in that, described Prefabricated block is one or more in precast frame module, precast shear wall module, preformed core cylinder module and precast frame shear wall module.
7. prefabricated modular assembling shock insulation building structure according to claim 6, is characterized in that, between described contiguous prefabricated module adopt be rigidly connected, varied rigid link or hinged.
8. prefabricated modular assembling shock insulation building structure according to claim 7, is characterized in that, adopts connector to connect between described contiguous prefabricated module.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520911831.4U CN205153116U (en) | 2015-11-16 | 2015-11-16 | Prefabricated modularization assembled shock insulation building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520911831.4U CN205153116U (en) | 2015-11-16 | 2015-11-16 | Prefabricated modularization assembled shock insulation building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205153116U true CN205153116U (en) | 2016-04-13 |
Family
ID=55688828
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520911831.4U Active CN205153116U (en) | 2015-11-16 | 2015-11-16 | Prefabricated modularization assembled shock insulation building structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205153116U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088316A (en) * | 2016-08-12 | 2016-11-09 | 长沙远大住宅工业集团股份有限公司 | A kind of overlapping assembled integral basement of hollow building cover post and lintel system |
| CN107620396A (en) * | 2017-09-20 | 2018-01-23 | 同济大学 | A kind of half active current vortex laminated rubber bases system |
| CN108222308A (en) * | 2018-01-17 | 2018-06-29 | 中国中元国际工程有限公司 | A kind of subway upper cover building, which shakes, shakes overall-in-one control schema structure and design method |
| CN108301523A (en) * | 2018-01-17 | 2018-07-20 | 中国中元国际工程有限公司 | A kind of subway upper cover building shakes shake overall-in-one control schema structure and design method |
| CN109487905A (en) * | 2017-09-12 | 2019-03-19 | 中国三冶集团有限公司 | A kind of assembled architecture of modularized design |
| CN112797110A (en) * | 2021-02-10 | 2021-05-14 | 国机集团科学技术研究院有限公司 | Vibration and shock double-control design method mainly based on vertical isolation industrial vibration |
-
2015
- 2015-11-16 CN CN201520911831.4U patent/CN205153116U/en active Active
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088316A (en) * | 2016-08-12 | 2016-11-09 | 长沙远大住宅工业集团股份有限公司 | A kind of overlapping assembled integral basement of hollow building cover post and lintel system |
| CN109487905A (en) * | 2017-09-12 | 2019-03-19 | 中国三冶集团有限公司 | A kind of assembled architecture of modularized design |
| CN107620396A (en) * | 2017-09-20 | 2018-01-23 | 同济大学 | A kind of half active current vortex laminated rubber bases system |
| CN108222308A (en) * | 2018-01-17 | 2018-06-29 | 中国中元国际工程有限公司 | A kind of subway upper cover building, which shakes, shakes overall-in-one control schema structure and design method |
| CN108301523A (en) * | 2018-01-17 | 2018-07-20 | 中国中元国际工程有限公司 | A kind of subway upper cover building shakes shake overall-in-one control schema structure and design method |
| CN108301523B (en) * | 2018-01-17 | 2020-01-10 | 中国中元国际工程有限公司 | Vibration and shock integrated control structure of subway upper cover building and design method |
| CN108222308B (en) * | 2018-01-17 | 2020-01-10 | 中国中元国际工程有限公司 | Vibration and shock integrated control structure of subway upper cover building and design method |
| CN112797110A (en) * | 2021-02-10 | 2021-05-14 | 国机集团科学技术研究院有限公司 | Vibration and shock double-control design method mainly based on vertical isolation industrial vibration |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205153116U (en) | Prefabricated modularization assembled shock insulation building structure | |
| US10323428B2 (en) | Sequence for constructing a building from prefabricated components | |
| WO2018018913A1 (en) | Flexible hanging type module building structure | |
| CN102108736B (en) | Combined container room | |
| WO2013075023A4 (en) | Non-bearing modular construction system | |
| CN104088366A (en) | Building module and middle/high-layered modularized building with building module | |
| EA034519B1 (en) | Prefabricated light steel concrete plate column structure and construction method therefor | |
| CN105421657A (en) | Foaming cement composite plates with dovetail groove type steel edge rib structures and connecting method thereof | |
| CN104712055A (en) | Wooden building based on concrete frameworks and construction method of wooden building | |
| CN102733506A (en) | Assembly type seismic insulation house structure | |
| CN101906818B (en) | Assembled earthquake-proof board room | |
| CN107100273B (en) | A kind of assembled integrated house and its installation method | |
| CN102587529A (en) | Vibration isolation device for seismic resistance of building | |
| CN205207513U (en) | Vertical shock insulation support | |
| CN207934233U (en) | A kind of prefabricated assembled Interlayer seismic isolation system | |
| CN110725412A (en) | Integrated house system with embedded steel structure | |
| CN102912878A (en) | Modularized building isolation system | |
| CN103924788A (en) | Connecting structure for existing buildings and construction method | |
| CN203594247U (en) | Prefabricated assembly type integrated roof self-supporting communication base station | |
| CN206034850U (en) | Built on stilts floor of assembled and assembled space separation system | |
| CN211690743U (en) | Honeycomb type building module and low-rise modular building with same | |
| CN104712060A (en) | Integrated house | |
| CN211849945U (en) | Box modularization combination steel construction | |
| CN204608984U (en) | A kind of integrated house | |
| CN210976141U (en) | Building shock isolation device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |