CN110295675A - A kind of prefabricated non-stress Side fascia and main body stress cast-in-place shear wall Joining Technology - Google Patents
A kind of prefabricated non-stress Side fascia and main body stress cast-in-place shear wall Joining Technology Download PDFInfo
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- CN110295675A CN110295675A CN201910560520.0A CN201910560520A CN110295675A CN 110295675 A CN110295675 A CN 110295675A CN 201910560520 A CN201910560520 A CN 201910560520A CN 110295675 A CN110295675 A CN 110295675A
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- Prior art keywords
- stress
- building block
- side fascia
- main body
- translation building
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- 210000003195 fascia Anatomy 0.000 title claims abstract description 57
- 238000005516 engineering process Methods 0.000 title claims abstract description 16
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 24
- 238000000034 method Methods 0.000 claims abstract description 6
- 230000008569 process Effects 0.000 claims abstract description 5
- UHOVQNZJYSORNB-UHFFFAOYSA-N Benzene Chemical compound C1=CC=CC=C1 UHOVQNZJYSORNB-UHFFFAOYSA-N 0.000 claims description 9
- 238000006243 chemical reaction Methods 0.000 claims description 4
- 239000004927 clay Substances 0.000 claims description 4
- 238000007789 sealing Methods 0.000 claims description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 238000010276 construction Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 230000002411 adverse Effects 0.000 abstract description 2
- 230000000694 effects Effects 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 3
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000006698 induction Effects 0.000 description 1
- 230000036244 malformation Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 230000017260 vegetative to reproductive phase transition of meristem Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4114—Elements with sockets
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4157—Longitudinally-externally threaded elements extending from the concrete or masonry, e.g. anchoring bolt with embedded head
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a kind of prefabricated non-stress Side fascias and main body stress cast-in-place shear wall Joining Technology, belong to structural engineering technical field, in the prefabricated non-stress wallboard factory process stage, side is connect on prefabricated non-stress Side fascia and with main body stress cast-in-place shear wall positioned at prefabricated non-stress Side fascia be provided with rigidity translation building block and rigidity translation building block connection reinforcing bar, the rigidity translation building block connects reinforcing bar connection with rigidity translation building block, and prefabricated non-stress Side fascia connects reinforcing bar by rigidity translation building block and rigidity translation building block and connect with main body stress cast-in-place shear wall.The prefabricated components that the present invention can encounter to avoid Practical Project field have an adverse effect to structure, prefabricated components are made to be not involved in the overall work of structure under earthquake operating condition, guarantee that the rigidity of structure of the structure under earthquake operating condition is consistent with computation model, guarantees the security performance of structure.
Description
Technical field
The present invention relates to structural engineering technical fields, more specifically, it relates to a kind of prefabricated non-stress Side fascia
With main body stress cast-in-place shear wall Joining Technology.
Background technique
Prefabrication is used widely in Practical Project field, and assembled integral builds more traditional cast-in-place building
It is fast, environmentally protective to have many advantages, such as speed of application, but in Practical Project, prefabricated non-stress component how to be avoided to be not involved in structure
Overall work annoyings engineering all circles all the time.
Summary of the invention
In view of the above technical problems, the purpose of the present invention is to provide a kind of prefabricated non-stress Side fascia and main body stress are existing
Shear wall Joining Technology is poured, the prefabricated components that can be encountered to avoid Practical Project field have an adverse effect to structure, make prefabricated
Component is not involved in the overall work of structure under earthquake operating condition, guarantees the rigidity of structure and computation model of the structure under earthquake operating condition
It is consistent, guarantee the security performance of structure.
Above-mentioned technical purpose of the invention has the technical scheme that
A kind of prefabricated non-stress Side fascia and main body stress cast-in-place shear wall Joining Technology, in prefabricated non-stress wallboard factory
Process segment connect one on prefabricated non-stress Side fascia and positioned at prefabricated non-stress Side fascia with main body stress cast-in-place shear wall
Side is provided with rigidity translation building block and rigidity translation building block connection reinforcing bar, the rigidity translation building block are connected with rigidity translation building block
Reinforcing bar connection, and prefabricated non-stress Side fascia connects reinforcing bar by rigidity translation building block and rigidity translation building block and main body stress is existing
Pour shear wall connection；
When building structure is under normal use operating condition, prefabricated non-stress Side fascia is connect with main body stress cast-in-place shear wall
For an entirety；
When building structure is under earthquake operating condition, prefabricated non-stress Side fascia and main body stress cast-in-place shear wall are disengaged, main
Free Transform occurs for body stress cast-in-place shear wall, does not collide with prefabricated non-stress Side fascia.
Further, there are safety stiiches between prefabricated non-stress Side fascia and main body stress cast-in-place shear wall；
In the construction stage, main body stress cast-in-place shear wall when pouring, in safety stiich using flitch or square steel tube material every
From；
In service stage, main body stress cast-in-place shear wall is when in use, close using building flexible sealing clay in safety stiich
Envelope.
Further, the rigidity translation building block uses the conversion connector of armored concrete preparation.
Further, the rigidity translation building block is set to outside prefabricated non-stress Side fascia, and rigidity translation building block connects
It connects reinforcing bar to be vertically installed on rigidity translation building block, the rigidity translation building block connect reinforcing bar with the rigidity translation building block and fixes
Connection.
Further, the rigidity translation building block connection steel-bar arrangement has multiple, multiple rigidity translation building block connections
Reinforcing bar is uniformly arranged along the length direction of the rigidity translation building block.
Further, the rigidity translation building block is the plane of disruption close to the two sides of the prefabricated non-stress Side fascia, described
There are translation building block deformation space between the plane of disruption and prefabricated non-stress Side fascia, it is filled in the translation building block deformation space
Benzene plate.
Further, the junction of the rigidity translation building block and prefabricated non-stress Side fascia is provided with fracture attractive joint.
Compared with prior art, beneficial effects of the present invention are as follows:
(1) in the prefabricated non-stress Side fascia factory process stage, in existing prefabricated non-stress Side fascia and main body stress
Specific structural texture is arranged in the side of cast-in-place shear wall connection, guarantee building structure under horizontal earthquake action, it is prefabricated it is non-by
Power Side fascia and main body stress cast-in-place shear wall disengage, and when guaranteeing that displacement deformation occurs under earthquake operating condition for main structure, lead
Body stress cast-in-place shear wall can Free Transform do not collide with prefabricated non-stress Side fascia, thus protect practical structures it is whole just
It spends consistent with computation model, it is ensured that main structure safety.
(2) Joining Technology of the invention can solve prefabricated components that Practical Project field encounters to the unfavorable work of structure
With, so that prefabricated components is not involved in structure overall work under earthquake operating condition, guarantee the rigidity of structure of the structure under earthquake operating condition with
Computation model is consistent, guarantees structure safety, and Joining Technology of the invention has stronger actual operation.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of prefabricated non-stress Side fascia in the present invention；
Fig. 2 is the structural schematic diagram that prefabricated non-stress Side fascia is connect with main body stress cast-in-place shear wall in the present invention；
Fig. 3 is the structural schematic diagram that prefabricated non-stress Side fascia is separated with main body stress cast-in-place shear wall in the present invention.
Appended drawing reference: 1, prefabricated non-stress Side fascia；2, rigidity translation building block；3, rigidity translation building block connects reinforcing bar；4,
Main body stress cast-in-place shear wall；5, safety stiich；6, the plane of disruption；7, translation building block deformation space；8, it is broken attractive joint.
Specific embodiment
Below with reference to examples and drawings, the present invention is described in further detail, but embodiments of the present invention are not only
It is limited to this.
As shown in Figure 1-Figure 3, a kind of prefabricated non-stress Side fascia and main body stress cast-in-place shear wall Joining Technology, prefabricated
The non-stress wallboard factory process stage on prefabricated non-stress Side fascia 1 and is located at prefabricated non-stress Side fascia 1 and main body stress
Cast-in-place shear wall 4 connects side and is provided with rigidity translation building block 2 and rigidity translation building block connection reinforcing bar 3, the rigidity conversion structure
Part 2 connects the connection of reinforcing bar 3 with rigidity translation building block, and prefabricated non-stress Side fascia 1 is converted by rigidity translation building block 2 and rigidity
Component connection reinforcing bar 3 is connect with main body stress cast-in-place shear wall 4.
As depicted in figs. 1 and 2, there are safety stiiches 5 between prefabricated non-stress Side fascia 1 and main body stress cast-in-place shear wall 4.
In the construction stage, main body stress cast-in-place shear wall 4 is isolated in safety stiich 5 using flitch or square steel tube material when pouring；Make
With the stage, main body stress cast-in-place shear wall 4 when in use, is sealed in safety stiich 5 using building flexible sealing clay.
As shown in Figure 1, conversion connector of the rigidity translation building block 2 using armored concrete preparation.
As shown in Figure 1, rigidity translation building block 2 is set to outside prefabricated non-stress Side fascia 1, and rigidity translation building block connects
Reinforcing bar 3 is vertically installed on rigidity translation building block 2, and rigidity translation building block 2 connect reinforcing bar 3 with rigidity translation building block and is fixedly connected.
As shown in Figure 1, rigidity translation building block connection reinforcing bar 3 is provided with multiple, multiple rigidity translation building blocks connections 3 edge of reinforcing bar
The length direction of rigidity translation building block 2 is uniformly arranged.
As shown in Figures 2 and 3, rigidity translation building block 2 is the plane of disruption 6, fracture close to the two sides of prefabricated non-stress Side fascia 1
There are translation building block deformation space 7 between face 6 and prefabricated non-stress Side fascia 1, translation building block deformation space 7 is interior to be filled with benzene
Plate.
As shown in Fig. 2, the junction of the rigidity translation building block 2 and prefabricated non-stress Side fascia 1 is provided with fracture induction
Seam 8.
The course of work of the present embodiment is as follows:
When building structure is under normal use operating condition, prefabricated non-stress Side fascia 1 connects with main body stress cast-in-place shear wall 4
It is connected in an entirety；When building structure is under earthquake operating condition, destroyed at the connection position plane of disruption 6 the weakest, this
Shi Gangdu translation building block 2 and prefabricated non-stress shear wall disengage, and existing by rigidity translation building block connection reinforcing bar 3 and main body stress
It pours shear wall 4 and is linked as entirety, when malformation, the building flexible sealing clay filled in safety stiich 5 is extruded, and main body stress is existing
Pour shear wall 4 together with rigidity translation building block 2 can in translation building block deformation space 7 Free Transform, the cast-in-place shearing of main body stress
Wall 4 does not collide with prefabricated non-stress Side fascia 1, guarantees structure in earthquake operating condition flowering structure rigidity and designs a model unanimously,
Ensure structure safety.
The above is only a preferred embodiment of the present invention, protection scope of the present invention is not limited merely to above-mentioned implementation
Example, all technical solutions belonged under thinking of the present invention all belong to the scope of protection of the present invention.It should be pointed out that for the art
Those of ordinary skill for, several improvements and modifications without departing from the principles of the present invention, these improvements and modifications
It should be regarded as protection scope of the present invention.
Claims (7)
1. a kind of prefabricated non-stress Side fascia and main body stress cast-in-place shear wall Joining Technology, which is characterized in that it is prefabricated it is non-by
The power wallboard factory process stage on prefabricated non-stress Side fascia and is located at prefabricated non-stress Side fascia and main body stress is cast-in-place cuts
Power wall connection side is provided with rigidity translation building block and rigidity translation building block connection reinforcing bar, the rigidity translation building block and rigidity turn
Change component connection reinforcing bar connection, and prefabricated non-stress Side fascia by rigidity translation building block and rigidity translation building block connect reinforcing bar with
The connection of main body stress cast-in-place shear wall；
When building structure is under normal use operating condition, prefabricated non-stress Side fascia and main body stress cast-in-place shear wall are connected as one
A entirety；
When building structure is under earthquake operating condition, prefabricated non-stress Side fascia and main body stress cast-in-place shear wall are disengaged, main body by
Free Transform occurs for power cast-in-place shear wall, does not collide with prefabricated non-stress Side fascia.
2. a kind of prefabricated non-stress Side fascia according to claim 1 and main body stress cast-in-place shear wall Joining Technology,
It is characterized in that, there are safety stiiches between prefabricated non-stress Side fascia and main body stress cast-in-place shear wall；
In the construction stage, main body stress cast-in-place shear wall is isolated in safety stiich using flitch or square steel tube material when pouring；
In service stage, main body stress cast-in-place shear wall when in use, is sealed in safety stiich using building flexible sealing clay.
3. a kind of prefabricated non-stress Side fascia according to claim 1 and main body stress cast-in-place shear wall Joining Technology,
It is characterized in that, the rigidity translation building block uses the conversion connector of armored concrete preparation.
4. a kind of prefabricated non-stress Side fascia according to claim 1 and main body stress cast-in-place shear wall Joining Technology,
It is characterized in that, the rigidity translation building block is set to outside prefabricated non-stress Side fascia, and rigidity translation building block connection reinforcing bar hangs down
It is directly set on rigidity translation building block, the rigidity translation building block connect reinforcing bar with the rigidity translation building block and is fixedly connected.
5. a kind of prefabricated non-stress Side fascia according to claim 1 and main body stress cast-in-place shear wall Joining Technology,
It is characterized in that, rigidity translation building block connection steel-bar arrangement has multiple, and multiple rigidity translation building blocks connection reinforcing bars are along institute
The length direction for stating rigidity translation building block is uniformly arranged.
6. a kind of prefabricated non-stress Side fascia according to claim 1 and main body stress cast-in-place shear wall Joining Technology,
Be characterized in that, the rigidity translation building block close to the two sides of the prefabricated non-stress Side fascia be the plane of disruption, the plane of disruption with
There are translation building block deformation space between prefabricated non-stress Side fascia, the translation building block deformation space is interior to be filled with benzene plate.
7. a kind of prefabricated non-stress Side fascia according to claim 1 and main body stress cast-in-place shear wall Joining Technology,
It is characterized in that, the junction of the rigidity translation building block and prefabricated non-stress Side fascia is provided with fracture attractive joint.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910560520.0A CN110295675A (en) | 2019-06-26 | 2019-06-26 | A kind of prefabricated non-stress Side fascia and main body stress cast-in-place shear wall Joining Technology |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910560520.0A CN110295675A (en) | 2019-06-26 | 2019-06-26 | A kind of prefabricated non-stress Side fascia and main body stress cast-in-place shear wall Joining Technology |
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| Publication Number | Publication Date |
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| CN110295675A true CN110295675A (en) | 2019-10-01 |
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| CN201910560520.0A Pending CN110295675A (en) | 2019-06-26 | 2019-06-26 | A kind of prefabricated non-stress Side fascia and main body stress cast-in-place shear wall Joining Technology |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111950979A (en) * | 2020-08-03 | 2020-11-17 | 上海原构设计咨询有限公司 | Method for improving efficiency of collaborative design |
| CN115717445A (en) * | 2022-11-18 | 2023-02-28 | 中国建筑第八工程局有限公司 | Connecting joint of prefabricated non-bearing outer wall and cast-in-place shear wall |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203097028U (en) * | 2013-02-06 | 2013-07-31 | 中国建筑西南设计研究院有限公司 | Near-surface mounted infilled wall earthquake-resisting separation node |
| CN204040247U (en) * | 2014-07-16 | 2014-12-24 | 中机国能电力工程有限公司 | A kind of Reinforced Concrete Columns and masonry filler wall flexibly connect structure |
| CN106284742A (en) * | 2016-09-22 | 2017-01-04 | 唐方方 | Half column frame antidetonation faced wall and manufacture method |
| KR20170101032A (en) * | 2016-02-26 | 2017-09-05 | 한국기술교육대학교 산학협력단 | Seismic Reinforcing Structure of Opening of Building And Reinforcing Method Using Segment Type Reinforcing Structure |
| CN206941866U (en) * | 2017-04-26 | 2018-01-30 | 浙江大学 | A kind of modular architectural wall of flexible connection |
| CN207597642U (en) * | 2017-09-27 | 2018-07-10 | 南京电力工程设计有限公司 | A kind of substation structure antidetonation fills wall |
| CN108517984A (en) * | 2018-05-24 | 2018-09-11 | 沈阳建筑大学 | A kind of elastic connecting device of masonry filler wall and agent structure |
| CN108894346A (en) * | 2018-06-26 | 2018-11-27 | 宁波普利凯建筑科技有限公司 | A kind of inlaid self-adaptive non-bearing exterior wall and its construction method |
-
2019
- 2019-06-26 CN CN201910560520.0A patent/CN110295675A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203097028U (en) * | 2013-02-06 | 2013-07-31 | 中国建筑西南设计研究院有限公司 | Near-surface mounted infilled wall earthquake-resisting separation node |
| CN204040247U (en) * | 2014-07-16 | 2014-12-24 | 中机国能电力工程有限公司 | A kind of Reinforced Concrete Columns and masonry filler wall flexibly connect structure |
| KR20170101032A (en) * | 2016-02-26 | 2017-09-05 | 한국기술교육대학교 산학협력단 | Seismic Reinforcing Structure of Opening of Building And Reinforcing Method Using Segment Type Reinforcing Structure |
| CN106284742A (en) * | 2016-09-22 | 2017-01-04 | 唐方方 | Half column frame antidetonation faced wall and manufacture method |
| CN206941866U (en) * | 2017-04-26 | 2018-01-30 | 浙江大学 | A kind of modular architectural wall of flexible connection |
| CN207597642U (en) * | 2017-09-27 | 2018-07-10 | 南京电力工程设计有限公司 | A kind of substation structure antidetonation fills wall |
| CN108517984A (en) * | 2018-05-24 | 2018-09-11 | 沈阳建筑大学 | A kind of elastic connecting device of masonry filler wall and agent structure |
| CN108894346A (en) * | 2018-06-26 | 2018-11-27 | 宁波普利凯建筑科技有限公司 | A kind of inlaid self-adaptive non-bearing exterior wall and its construction method |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111950979A (en) * | 2020-08-03 | 2020-11-17 | 上海原构设计咨询有限公司 | Method for improving efficiency of collaborative design |
| CN111950979B (en) * | 2020-08-03 | 2024-01-09 | 上海原构设计咨询有限公司 | Method for improving collaborative design efficiency |
| CN115717445A (en) * | 2022-11-18 | 2023-02-28 | 中国建筑第八工程局有限公司 | Connecting joint of prefabricated non-bearing outer wall and cast-in-place shear wall |
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Application publication date: 20191001 |