CN208251764U - Modular assembly formula mixing control house structural system - Google Patents
Modular assembly formula mixing control house structural system Download PDFInfo
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- CN208251764U CN208251764U CN201820620696.1U CN201820620696U CN208251764U CN 208251764 U CN208251764 U CN 208251764U CN 201820620696 U CN201820620696 U CN 201820620696U CN 208251764 U CN208251764 U CN 208251764U
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Abstract
The utility model discloses a kind of modular assembly formulas to mix control house structural system, has assembling structure main body, Seismic Isolation of Isolation Layer and tuning quality damping unit；Seismic Isolation of Isolation Layer is arranged between the superstructure and bottom bracing structure of assembling structure main body, and tuning quality damping unit is arranged on the structure top layer of assembling structure main body；Assembling structure main body is made of modular unit, and modular unit is precast shear wall unit and/or precast frame unit.The utility model effectively increases the globality and anti-seismic performance of fabricated construction, expands the operation strategies of fabricated construction, improves prefabrication and assembly construction building structure assembly rate and architecture quality.
Description
Technical field
The utility model relates to assembled arthitecutral structure, more specifically a kind of modular assembly formula mixing control house
Structure.
Background technique
Building industrialization is one of the development trend of Contemporary Architecture technology, and fabricated construction is mainly by prefabricated post, prefabricated
Beam, precast floor slab, precast shear wall etc. are assemblied to form at the construction field (site), are had compared to cast-in-place structural and are saved labour, apply
Work progress is fast, environmentally protective, situ wet operation is few, convenient for advantages such as mechanized constructions, but assembling structure in the prior art is still
The defects of it is excessively scattered that so there is prefabricated components, and prefabrication and assembly construction rate is not high, and assembled in situ work is complex, and fail sufficiently
Play fabricated construction advantage；Meanwhile fabricated construction in the prior art leads to shock resistance since structural integrity is not high
Can be relatively poor, and limit to its popularization and application to high low crack area.
Since structures isolation effect technology is known as half a century " one of most important achievement of world's earthquake engineering ", by
Flexible Seismic Isolation of Isolation Layer is set between building top and lower part, is transmitted with blocking seismic energy to superstructure.Practice in recent years
Experience and research achievement also indicate that, seismic isolation technology and fabricated construction are combined, can effective reinforced assembly formula seismic resistance
Can, reduce structural seismic response, protection fabricated construction is without damage.But actual seismic complicated component, long period therein at
Divide, pulse repetition, will likely all cause isolation structure and resonate, generates excessive deformation so as to cause flexible Seismic Isolation of Isolation Layer, cause
The damage of Seismic Isolation of Isolation Layer or isolation structure and adjacent structure collide damage, and Hua-lien earthquake on the 6th in 2 months in 2018 is demonstrate,proved again
The clear active pulse repetition of earthquake will make in practical structures, lower flexible layer is generated compared with havoc.In the prior art, pass through
Damper or limiter are added in Seismic Isolation of Isolation Layer to limit Seismic Isolation of Isolation Layer displacement and isolation structure is avoided to destroy, but this mode is simultaneously
Limit the damping effect of shock isolation system.
All-round popularization utilization that above various unfavorable factors greatly limit fabricated construction and seismic isolation technology are in assembled
Utilization in structure.
Utility model content
The utility model is that it is mixed to provide a kind of modular assembly formula to avoid above-mentioned existing deficiencies in the technology
Close control house structural system, promoted prefabrication and assembly construction rate, shorten the construction period, make each module in top it is versatile and flexible to letter
While changing site construction technology, structural integrity and shock resistance are improved；And subtract not reducing prefabricated buildings shock isolation system
Under the premise of shock stability, Seismic Isolation of Isolation Layer resonance shift is effectively reduced, prevents isolation structure from generating destruction.
The utility model adopts the following technical scheme that in order to solve the technical problem
The characteristics of the utility model modular assembly formula mixing control house structural system is: the structural system has dress
Distribution structure main body, Seismic Isolation of Isolation Layer and tuning quality damping unit, the assembling structure main body have superstructure and lower support knot
Structure, the Seismic Isolation of Isolation Layer are arranged between superstructure and bottom bracing structure, and the tuning quality damping unit setting is being assembled
On the structure top layer of main structure body；The assembling structure main body is made of modular unit, and the modular unit is prefabricated
Shear-wall element and/or precast frame unit；
Shock isolating pedestal is set in the Seismic Isolation of Isolation Layer, and the top of the shock isolating pedestal connects superstructure, shock isolating pedestal
Bottom end connects bottom bracing structure；The shock isolating pedestal is using the lead core rubber support for having both bearing capacity and energy dissipating ability；
The tuning quality damping unit is made of mass block, support and damper, for forming support to mass block
Support connect or is welded to connect with the structure top layer embedded part bolt in assembling structure main body；The support be can satisfy it is adjustable
The Self-resetting requirement after deformation of formula tuning quality damping unit, and meet the elastomer of tuned frequency requirement.
The characteristics of the utility model modular assembly formula mixing control house structural system, lies also in:
The precast shear wall unit is the shear wall by same layer and the precast shear wall unit for being in shear wall upper end
Floor constitute semi-enclosed box body structure, every precast shear wall unit floor down toward less contain a piece of shear wall；Every is cut
The upper end of power wall is equipped with the shear wall connection reinforcing bar across precast shear wall unit floor, and there are shearings for the lower part of every shear wall
Wall reserves connecting hole, utilizes the shear wall connection reinforcing bar and shearing on corresponding position between the precast shear wall unit of contiguous floors
Wall is reserved connecting hole and is cooperated, and is attached by sleeve grouting, slurry anchor connection or bolt；
The precast frame unit is by the frame column of same layer, the Vierendeel girder on frame column top and precast frame unit building
Board group is at every precast frame unit floor is down toward less comprising a frame column；Frame column is equipped in the upper end of the frame column
Reinforcing bar is connected, frame column is reserved in the lower end of the frame column and reserves connecting hole, benefit between contiguous floors precast frame unit
Reinforcing bar is connected with the frame column on corresponding position and frame column is reserved connecting hole and cooperated, and passes through sleeve grouting, slurry anchor company
It connects or bolt is attached.
The characteristics of the utility model modular assembly formula mixing control house structural system, lies also in:
Floor between adjacent modular unit is bolted using the reinforcing bar that respective members edge is reserved, is welded
It connects in succession or sleeve connection, and the pouring concrete after completing connection, makes the floor between adjacent modular unit in whole；
Each shear wall vertical abutment joint is the reinforcing bar reserved using respective members edge in same layer precast shear wall unit
It is bolted, is welded to connect or sleeve connection, and the pouring concrete after completing connection.
Connection in same layer precast frame unit between Vierendeel girder and frame column is reserved using respective members edge
Reinforcing bar is bolted, is welded to connect or sleeve connection, and the pouring concrete after completing connection；Or using energy consumption connection；
Same layer precast shear wall unit and precast frame unit are to carry out bolt company using the reinforcing bar reserved at Member Lip
Connect, be welded to connect or sleeve connection after again after pouring concrete connection；Or using energy consumption connection；
The energy consumption connection are as follows: viscoplasticity energy consumption connection, metal energy consumption connection or friction energy-dissipating connection are attached；
The characteristics of the utility model modular assembly formula mixing control house structural system lies also in: the damper is by steel
Bucket, damping fluid and steel pipe are constituted, and are contained damping fluid in the steel drum of top surface opening and are welded and fixed with the structure top layer built-in fitting, bottom
The closed steel pipe of mouth is connected by screw bolts or is welded and fixed the bottom surface for being connected to mass block；The steel pipe is submerged in damping fluid,
When relative motion occurs for steel pipe and steel drum, energy is consumed using the damping force that the adhesive force of damping fluid generates.
The utility model modular assembly formula mixing control house structural system the characteristics of lie also in: by adjusting steel pipe with
The size of the contact surface of damping fluid adjusts the damping ratio of damper, including using increase and decrease damping fluid dosage, change steel pipe
Diameter or length, and the form in steel tube surface aperture.
The characteristics of the utility model modular assembly formula mixing control house structural system lies also in: the mass block is by more
Block steel plate is bolted using mass block as entirety, and the quantity by increasing and decreasing steel plate changes the quality of mass block, makes tuning quality
Damping unit changes control frequency.
The characteristics of the utility model modular assembly formula mixing control house structural system lies also in: the mass block can be adopted
Use Architectural Equipment as all or part of quality, the Architectural Equipment includes fireproof tank in roof.
The characteristics of the utility model modular assembly formula mixing control house structural system, lies also in: the steel drum and quality
Dust cover is set on the gap of block, and the upper end of the dust cover is connected to the bottom surface of mass block, the lower end of dust cover and steel drum
Top bead is connected.
The characteristics of the utility model modular assembly formula mixing control house structural system lies also in: the support is rubber
The superposition of shock isolating pedestal, spiral spring support, disc spring support, any form in spring carrying block or multiple structural forms.
Compared with the prior art, the utility model has the beneficial effect that:
1, the hybrid control system being made of shock insulation and vibration insulating system is introduced into fabricated construction by the utility model, into
While one step improves the anti-seismic performance of fabricated construction, expands fabricated construction operation strategies, tradition is effectively prevented
The resonance of isolation structure destroys, and has played the advantage of hybrid control system.When geological process, Seismic Isolation of Isolation Layer will block seismic energy
It is transmitted to superstructure, reduces destruction of the geological process to superstructure, absorbed earthquake energy in conjunction with shock isolating pedestal, keep away
Exempt from traditional fabricated construction only earthquake energy by way of bean column node, beam slab node equivalent damage, maintains module
Change assembled structural integrity, enhances the safety and robustness of structure.For under earthquake long period or pulse component effect
The tuned mass damper of the large deformation of Seismic Isolation of Isolation Layer, main structure body top layer can effectively absorb part Seismic Isolation of Isolation Layer energy and Seismic input
Energy increases the safety of Seismic Isolation of Isolation Layer and modular assembly formula structure to reduce Seismic Isolation of Isolation Layer displacement and structural response.
2, the main member in the utility model structural system, including precast shear wall unit, precast frame unit, shock insulation
Support, tuned mass damper can greatly improve site operation efficiency, save work in plant produced, on-site assembly
Phase, and the components such as precast beam, prefabricated board and prefabricated post in traditional fabricated construction are compared, precast shear wall in the utility model
Unit and precast frame unit are integral unit, substantially increase prefabrication and assembly construction building structure assembly rate, Standard quality
And structural integrity has preferably played industrialized production and mechanical execution efficiency so that each module of structure is versatile and flexible, simplifies
Site construction technology, improves the anti-seismic performance of structure.
3, it is directed to the utility model structural system, after the earthquake, if shock isolating pedestal and tune in hybrid control system
Humorous mass damper is damaged as dissipative member, can directly be replaced, and does not interfere main body knot during Replacement and Repair
The use of structure；
4, it is directed to the utility model structural body system, the practical frequency of structure caused by structure is because of decoration, transformation, local reparative etc.
Rate and tuned mass damper design control frequency generate deviation and tuned mass damper are caused to lack of proper care, when influencing control effect,
It can be eliminated the effects of the act by carrying out simple adjustment to tuned mass damper damping ratio, mass block, it is convenient and efficient.
Detailed description of the invention
Fig. 1 is the utility model structural system schematic diagram；
Fig. 2 a, Fig. 2 b and Fig. 2 c are precast shear wall unit different form schematic diagram in the utility model；
Fig. 3 a, Fig. 3 b and Fig. 3 c are precast frame unit different form schematic diagram in the utility model；
Fig. 4 is tuning quality damping unit elevational schematic view in the utility model；
Fig. 5 is tuning quality damping unit schematic top plan view in the utility model；
Figure label: 1 Seismic Isolation of Isolation Layer, 11 shock isolating pedestals, 2 assembling structure main bodys, 21 superstructures, 22 bottom bracing structures, 3
Tuning quality damping unit, 31 mass blocks, 311 steel plates, 32 dampers, 321 steel drums, 322 damping fluids, 323 steel pipes, 33 supports,
34 dust covers, 41 precast shear wall units, 411 shear walls, 412 precast shear wall unit floors, 42 precast frame units, 421
Frame column, 422 Vierendeel girders, 423 precast frame unit floors.
Specific embodiment
Referring to figure 1, figure 2 and figure 3, modular assembly formula mixing control house structural system has assembly knot in the present embodiment
Structure main body 2, Seismic Isolation of Isolation Layer 1 and tuning quality damping unit 3；Assembling structure main body 2 has superstructure 21 and bottom bracing structure
22, Seismic Isolation of Isolation Layer 1 is arranged between superstructure 21 and bottom bracing structure 22, and the setting of tuning quality damping unit 3 is tied in assembly
On the structure top layer of structure main body 2；Assembling structure main body 2 is made of modular unit, and modular unit is precast shear wall list
Member 41 and/or precast frame unit 42；Shock isolating pedestal 11, the top connection top knot of shock isolating pedestal 11 are set in Seismic Isolation of Isolation Layer 1
The bottom end of structure 21, shock isolating pedestal 11 connects bottom bracing structure 22；Shock isolating pedestal 11 is using having both bearing capacity and energy dissipating ability
Lead core rubber support；Tuning quality damping unit 3 is made of mass block 31, support 33 and damper 32, for mass block 31
The support 33 for forming support connect or is welded to connect with the structure top layer embedded part bolt in assembling structure main body 2；Support 33 is
It can satisfy the Self-resetting requirement after deformation of tuning quality damping unit 3, and meet the elastomer of tuned frequency requirement.Support
33 can be rubber earthquake isolation support, spiral spring support, disc spring support, any form in spring carrying block or various structures
The superposition of form；Mass block and damper are co-located in structural system being capable of effective dissipative structure vibrational energy.
A, Fig. 2 b and Fig. 2 c referring to fig. 2, in the present embodiment precast shear wall unit 41 be by same layer shear wall 411 and
It is in the semi-enclosed box body structure that the precast shear wall unit floor 412 of shear wall upper end is constituted, every precast shear wall list
At least contain a piece of shear wall 411 under first floor 412, is to be prefabricated with four under precast shear wall unit floor 412 shown in Fig. 2 a
Piece shear wall 411 is to be prefabricated with three pieces shear wall 411 under precast shear wall unit floor 412 shown in Fig. 2 b, is shown in Fig. 2 c
A piece of shear wall 411 is prefabricated under precast shear wall unit floor 412；The upper end of every shear wall 411 is equipped with across prefabricated
The shear wall of shear-wall element floor 412 connects reinforcing bar, and there are shear walls to reserve connecting hole, phase for the lower part of every shear wall 411
The shear wall connection reinforcing bar and the reserved connecting hole of shear wall on corresponding position are utilized between the precast shear wall unit 41 of adjacent floors
Cooperated, and is attached by sleeve grouting, slurry anchor connection or bolt.
Referring to Fig. 3 a, Fig. 3 b and Fig. 3 c, precast frame unit 42 is frame column 421, the frame by same layer in the present embodiment
The Vierendeel girder 422 and precast frame unit floor 423 on trestle top form, and at least wrap under every precast frame unit floor 423
Containing a frame column 421；It is that four frame columns 421 are prefabricated under precast frame unit floor 423 shown in Fig. 3 a, shown in Fig. 3 b
It is to be prefabricated with three frame columns 421 under precast frame unit floor 423, is in precast frame unit floor 423 shown in Fig. 3 c
Under be prefabricated with two frame columns 421；Frame column, which is equipped with, in the upper end of frame column 421 connects reinforcing bar, it is pre- in the lower end of frame column 421
There are frame columns to reserve connecting hole, utilizes the frame column connection reinforcing bar on corresponding position between contiguous floors precast frame unit 42
Connecting hole is reserved with frame column to be cooperated, and is attached by sleeve grouting, slurry anchor connection or bolt.
In specific implementation, corresponding connection structure are as follows:
Floor between adjacent modular unit is bolted using the reinforcing bar that respective members edge is reserved, is welded
It connects in succession or sleeve connection, and the pouring concrete after completing connection, makes the floor between adjacent modular unit in whole.
Each shear wall vertical abutment joint is the steel reserved using respective members edge in same layer precast shear wall unit 41
Muscle is bolted, is welded to connect or sleeve connection, and the pouring concrete after completing connection.
Connection in same layer precast frame unit 42 between Vierendeel girder 422 and frame column 421 is to utilize respective members edge
The reserved reinforcing bar in place is bolted, is welded to connect or sleeve connection, and the pouring concrete after completing connection；Or using energy consumption
Connection.
Same layer precast shear wall unit 41 and precast frame unit 42 are to carry out spiral shell using the reinforcing bar reserved at Member Lip
Tether connect, be welded to connect or sleeve connection after again after pouring concrete connection；Or using energy consumption connection.
Energy consumption connection are as follows: viscoplasticity energy consumption connection, metal energy consumption connection or friction energy-dissipating connection are attached；
Referring to fig. 4 and Fig. 5, damper 32 is made of steel drum 321, damping fluid 322 and steel pipe 323 in the present embodiment, top surface
It contains damping fluid 322 in open steel drum 321 and is welded and fixed with structure top layer built-in fitting, the closed steel pipe 323 of base opening uses spiral shell
Tether the bottom surface for connecing or being welded and fixed and be connected to mass block 31；Steel pipe 323 is submerged in damping fluid 322, in steel pipe 323 and steel drum
When 321 generation relative motion, the damping force for utilizing the adhesive force of damping fluid 322 to generate consumes energy.
In specific implementation, the resistance of damper 32 is adjusted by adjusting the size of steel pipe 323 and the contact surface of damping fluid 322
Buddhist nun's ratio, diameter or length including dosage, change steel pipe 323 using increase and decrease damping fluid 322, and opened on 323 surface of steel pipe
The form in hole；Mass block 31 is bolted by plurality of steel plates 311 using mass block as entirety, and the quantity of increase and decrease steel plate 311 is passed through
The quality for changing mass block 31 makes tuning quality damping unit 3 change control frequency.Plurality of steel plates 311 is also convenient for transporting after splitting
It is defeated；The damping ratio of damper and the quality of mass block can be specifically adjusted according to optimization design requirement or field measurement, be had
Effect avoids offset influence, preferably plays the damping property of tuned mass damper.
At the scene in the case where conditions permit, mass block 31 can be built using Architectural Equipment as all or part of quality
Building equipment includes fireproof tank in roof, can reduce system cost, and optimizes equipment arrangement.
It is dust-proof, waterproof, and external environment is prevented to pollute damping fluid, the gap of steel drum 321 and mass block 31 shown in Fig. 4
Upper setting dust cover 34, the upper end of dust cover 34 are connected to the bottom surface of mass block 31, the lower end of dust cover 34 and the top of steel drum 321
Portion's bead is connected.
According to the different structure type of house structural system, assembling structure main body 2 may be selected for its modular unit
For precast shear wall unit 41, precast frame unit 42 may be selected as, it is also possible to be selected as precast shear wall unit 41 and pre-
The mixed form of frame unit 42 processed.
Claims (9)
1. a kind of modular assembly formula mixing control house structural system, it is characterized in that the structural system has assembling structure master
Body (2), Seismic Isolation of Isolation Layer (1) and tuning quality damping unit (3), the assembling structure main body (2) have superstructure (21) and under
Portion's support construction (22), the Seismic Isolation of Isolation Layer (1) are arranged between superstructure (21) and bottom bracing structure (22), the tuning
Tuned mass damper device (3) is arranged on the structure top layer of assembling structure main body (2)；The assembling structure main body (2) is by module
Change unit to constitute, the modular unit is precast shear wall unit (41) and/or precast frame unit (42)；
Shock isolating pedestal (11) are set in the Seismic Isolation of Isolation Layer (1), the top of the shock isolating pedestal (11) connects superstructure (21),
The bottom end of shock isolating pedestal (11) connects bottom bracing structure (22)；The shock isolating pedestal (11) uses and has both bearing capacity and energy dissipating energy
The lead core rubber support of power；
The tuning quality damping unit (3) is made of mass block (31), support (33) and damper (32), for mass block
(31) support (33) for forming support connect or is welded to connect with the structure top layer embedded part bolt in assembling structure main body (2)；
The support (33) is to can satisfy adjustable tuning mass damping unit (3) Self-resetting requirement after deformation, and meet and adjust
The elastomer of humorous frequency requirement.
2. modular assembly formula mixing control house structural system according to claim 1, it is characterized in that:
The precast shear wall unit (41) is the shear wall (411) by same layer and the precast shear wall for being in shear wall upper end
The semi-enclosed box body structure that unit floor (412) is constituted, at least containing a piece of under every precast shear wall unit floor (412)
Shear wall (411)；The upper end of every shear wall (411) is equipped with the shear wall connection across precast shear wall unit floor (412)
Connecting hole is reserved there are shear wall in reinforcing bar, the lower part of every shear wall (411), the precast shear wall units (41) of contiguous floors it
Between using on corresponding position shear wall connection reinforcing bar and shear wall reserve connecting hole cooperated, and by sleeve grouting, starch
Anchor connection or bolt are attached；
The precast frame unit (42) is by the frame column (421) of same layer, the Vierendeel girder (422) on frame column top and prefabricated
Frame unit floor (423) forms, and a frame column (421) is included at least under every precast frame unit floor (423)；Institute
The upper end for stating frame column (421) is equipped with frame column and connects reinforcing bar, and it is reserved to be reserved with frame column in the lower end of the frame column (421)
Connecting hole, between contiguous floors precast frame unit (42) using on corresponding position frame column connection reinforcing bar and frame column it is reserved
Connecting hole is cooperated, and is attached by sleeve grouting, slurry anchor connection or bolt.
3. modular assembly formula mixing control house structural system according to claim 2, it is characterized in that:
Floor between adjacent modular unit is bolted, the company of welding using the reinforcing bar that respective members edge is reserved
It connects or sleeve connection, and the pouring concrete after completing connection, makes the floor between adjacent modular unit in whole；
Each shear wall vertical abutment joint is the reinforcing bar reserved using respective members edge in same layer precast shear wall unit (41)
It is bolted, is welded to connect or sleeve connection, and the pouring concrete after completing connection；
Connection in same layer precast frame unit (42) between Vierendeel girder (422) and frame column (421) is to utilize respective members side
The reinforcing bar reserved at edge is bolted, is welded to connect or sleeve connection, and the pouring concrete after completing connection；Or using consumption
It can connection；
Same layer precast shear wall unit (41) and precast frame unit (42) are to carry out spiral shell using the reinforcing bar reserved at Member Lip
Tether connect, be welded to connect or sleeve connection after again after pouring concrete connection；Or using energy consumption connection；
The energy consumption connection are as follows: viscoplasticity energy consumption connection, metal energy consumption connection or friction energy-dissipating connection are attached.
4. modular assembly formula mixing control house structural system according to claim 2, it is characterized in that:
The damper (32) is made of steel drum (321), damping fluid (322) and steel pipe (323), the steel drum (321) of top surface opening
Interior to contain damping fluid (322) and be welded and fixed with the structure top layer built-in fitting, the closed steel pipe of base opening (323) is connected by screw bolts
Or the bottom surface for being connected to mass block (31) is welded and fixed；The steel pipe (323) is submerged in damping fluid (322), in steel pipe (323)
When relative motion occurs with steel drum (321), energy is consumed using the damping force that the adhesive force of damping fluid (322) generates.
5. modular assembly formula mixing control house structural system according to claim 2, it is characterized in that: by adjusting steel
The size of the contact surface of (323) and damping fluid (322) is managed to adjust the damping ratio of damper (32), including using increase and decrease damping fluid
(322) diameter or length of dosage, change steel pipe (323), and the form in steel pipe (323) surface aperture.
6. modular assembly formula mixing control house structural system according to claim 2, it is characterized in that: the mass block
(31) it is bolted by plurality of steel plates (311) using mass block as entirety, the quantity by increasing and decreasing steel plate (311) changes mass block
(31) quality makes tuning quality damping unit (3) to change control frequency.
7. modular assembly formula mixing control house structural system according to claim 2, it is characterized in that: the mass block
(31) Architectural Equipment can be used as all or part of quality, the Architectural Equipment includes fireproof tank in roof.
8. modular assembly formula mixing control house structural system according to claim 4, it is characterized in that: the steel drum
(321) and on the gap of mass block (31) dust cover (34) are set, the upper end of the dust cover (34) is connected to mass block (31)
Bottom surface, the lower end of dust cover (34) is connected with the top bead of steel drum (321).
9. modular assembly formula mixing control house structural system according to claim 1, it is characterized in that: the support
It (33) is rubber earthquake isolation support, spiral spring support, disc spring support, any form or various structures shape in spring carrying block
The superposition of formula.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820620696.1U CN208251764U (en) | 2018-04-27 | 2018-04-27 | Modular assembly formula mixing control house structural system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820620696.1U CN208251764U (en) | 2018-04-27 | 2018-04-27 | Modular assembly formula mixing control house structural system |
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| Publication Number | Publication Date |
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| CN208251764U true CN208251764U (en) | 2018-12-18 |
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ID=64634320
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820620696.1U Expired - Fee Related CN208251764U (en) | 2018-04-27 | 2018-04-27 | Modular assembly formula mixing control house structural system |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108331418A (en) * | 2018-04-27 | 2018-07-27 | 安徽建工集团有限公司 | Modular assembly formula mixing control house structural system |
| CN111042381A (en) * | 2020-01-06 | 2020-04-21 | 河南城建学院 | Skeleton box type rigid shear wall |
| CN111576656A (en) * | 2019-02-19 | 2020-08-25 | 黑龙江八一农垦大学 | Beam-slab separation type layered shock insulation structure |
| CN113802911A (en) * | 2021-11-01 | 2021-12-17 | 西安建筑科技大学 | TMD-like structure system based on C-shaped shell shock insulation layer |
-
2018
- 2018-04-27 CN CN201820620696.1U patent/CN208251764U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108331418A (en) * | 2018-04-27 | 2018-07-27 | 安徽建工集团有限公司 | Modular assembly formula mixing control house structural system |
| CN108331418B (en) * | 2018-04-27 | 2024-05-07 | 安徽建工集团股份有限公司 | Modular assembled hybrid control house structure system |
| CN111576656A (en) * | 2019-02-19 | 2020-08-25 | 黑龙江八一农垦大学 | Beam-slab separation type layered shock insulation structure |
| CN111042381A (en) * | 2020-01-06 | 2020-04-21 | 河南城建学院 | Skeleton box type rigid shear wall |
| CN113802911A (en) * | 2021-11-01 | 2021-12-17 | 西安建筑科技大学 | TMD-like structure system based on C-shaped shell shock insulation layer |
| CN113802911B (en) * | 2021-11-01 | 2022-11-18 | 西安建筑科技大学 | TMD-like structure system based on C-shaped shell shock insulation layer |
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