CN207160332U - A kind of hidden beam type cavity combined steel plate shearing force wall of assembling entirely for being easy to construction - Google Patents
A kind of hidden beam type cavity combined steel plate shearing force wall of assembling entirely for being easy to construction Download PDFInfo
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- CN207160332U CN207160332U CN201720748407.1U CN201720748407U CN207160332U CN 207160332 U CN207160332 U CN 207160332U CN 201720748407 U CN201720748407 U CN 201720748407U CN 207160332 U CN207160332 U CN 207160332U
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Abstract
The utility model discloses a kind of hidden beam type cavity combined steel plate shearing force wall of assembling entirely for being easy to construction, including, steel column and wall, wall is assembled by H profile steel or steel plate, the width of steel column and wall, which is no more than, safeguards partition wall thickness, is provided with diaphragm plate at the top of wall, at least provided with 1 opening for being used for cast on diaphragm plate, the inside of wall is provided with vertical baffle, and the vertical baffle is provided with perforate.The utility model on vertical partition board by being provided with slotted hole, it can be penetrated between each cavity of wall, casting equipment is held on a cavity and poured into a mould, mould material can be sent in casting process by the opening on dividing plate in other cavitys, it is allowed to be completed in the case of without mobile casting equipment to whole wall disposal pouring, and solve cavity it is too small when, it can not go deep into bottom of the pillar in view of tremie, meaningless increasing section during design and cause waste the problems such as, also greatly improve its cast quality.
Description
Technical field
The utility model belongs to manufacture of steel structure field, more particularly to a kind of hidden beam type cavity group of assembling entirely for being easy to construction
Close steel plate shear force wall and preparation method thereof.
Background technology
Assembled architecture refers to based on industrialized construction way, and the component of plant produced is assembled on-site
Building, it will the wet trade such as greatly reduce extensive formwork in traditional architecture, plaster, build a wall.China's assembled architecture at present
Mainly there are 3 classes：（1）Assembly concrete is built --- using concrete prefabricated element as main member, through assembling, connecting and portion
Divide the cast-in-place concrete structure building formed；Shortcoming is that globality is poor, and design difficulty is big, Over-size transport cost and factory's metaplasia
Production input at initial stage is high.（2）Assembled timber buildings --- because resource and environmental condition are limited, in China using not
It is more.（3）Assembling type steel structure is built --- based on steel construction, formed completely with reference to industrialization floor and inside and outside wall system
Building system, the advantages of it is protruded are assembly rate height, and construction is fast, from heavy and light, energy-conserving and environment-protective, is that the assembled being most worthy to be popularized is built
Build.
The conventional super-high building structural system in China has 3 kinds at present：（1）The mixing knot of steel frame-concrete core cylinder
Structure：Concrete wall must be constructed in advance, and steel frame can be just installed after strength of wall body is formed, and not only the duration is limited, and coagulation
Native Core Walls Structure needs live formwork, construction cost height and inconvenience；（2）Steel frame-brace structure system：In the presence of the huge of prominent metope
Steel column, and the presence supported influences space；（3）Steel pipe bundle concrete structure：Welded with clod wash square tube and cold-formed C section
The tube wall formed is not provided with peg in below 6mm, tube chamber, and wall thickness is maximum at most can only no more than 200mm, building height
Reach 150m；At the same time, during construction, wall inner concrete is poured into a mould from up to down at top mostly, but
Because area is excessive during construction, and need that each small cavity is carried out respectively to fill operation in concrete, conduit is repeatedly
Plug expends the time, and work high above the ground is abnormally dangerous.
Meanwhile at too small cavity, conduit can not insert, if freely being poured into by component is suitable for reading, cause concrete disintegration
Seriously, pouring quality is poor, and the equipment movement poured into a mould is there is also the uneven situation of mobile inconvenience and cast, thus existing cuts
Power wall needs to improve.
Utility model content
Purpose of utility model：In order to overcome the above insufficient, the purpose of this utility model, which is to provide, a kind of is easy to the complete of construction
Assemble hidden beam type cavity combined steel plate shearing force wall and preparation method thereof, its is simple in construction, reasonable in design, make full use of steel construction and
The complementary advantage of two kinds of materials of concrete, reasonable stress, is greatly lowered structural cost.
Technical scheme：To achieve these goals, the utility model provides a kind of hidden beam type of assembling entirely for being easy to construction
Cavity combined steel plate shearing force wall, including, the steel column and wall, the wall is assembled by H profile steel or steel plate, and the steel
The width of post and wall, which is no more than, safeguards partition wall thickness, is provided with diaphragm plate at the top of the wall, at least provided with 1 on the diaphragm plate
The individual opening for being used to pour into a mould, the inside of the wall are provided with vertical baffle, and the vertical baffle is provided with perforate.
A kind of hidden beam type cavity combined steel plate shearing force wall of assembling entirely for being easy to construction described in the utility model, it passes through
Vertical baffle is set in wall, and the perforate for being used for starching is provided with vertical baffle, allows it can be in each chamber of wall
Passage is formed between body, only needs to pour into a mould a cavity by casting equipment, passes through the perforate on dividing plate in casting process
Mould material can be sent in other cavitys, whole wall disposal pouring is completed, and improve concrete cast
Quality, solve the problems, such as wall top pouring difficulty well, when filling concrete inside, can use self-compacting concrete, it is logical
Cross in vertical plus footpath trickling hole trickle naturally to other cavitys, coordinate vibrating spear vibrate with conduit it is timely on pull out movement, need to pair
One cavity, which fills concrete, can both complete all interior filling work, and effectively prevent concrete disintegration, and then make it preferably full
The demand constructed enough.
Wall described in the utility model uses the lumen type box-shaped steel plate shear force wall without horizontal reinforcing plate, it is multi-cavity
Compression member.
A perforate is provided with every at least 1.5m on vertical baffle described in the utility model, ensures that mould material can be suitable
Profit is uniformly entered in each cavity communicated.
Perforate described in the utility model is slotted hole, and the aperture of perforate is big along wall thickness direction width on the vertical baffle
In equal to 100mm, it is more than or equal to 300mm along wall short transverse, ensures that mould material can pass through opening.
The outside of steel column described in the utility model and wall is provided with narrow beam, the steel column, wall and shape after the welding of narrow beam
Into combined joint, and the junction of the wall and steel column, when thickness of wall body is more than 1.2 times of narrow flange of beam thickness, it is not provided with
Diaphragm plate, it is only necessary to make peg, concrete is equipped with the wall and combined steel pipe.
Wall described in the utility model its by one group of hot rolled H-shaped or steel plate by welding form in-line or L-shaped
Either T-shaped or cross closed cross-section, processing and fabricating is very convenient, and each intracavitary sets peg on web or the edge of a wing,
And high-strength concrete is irrigated, concrete and box-shaped steel plate wall is cooperated, tube chamber inner concrete and steel plate can be passed through
Cooperate, become a piece of combination box-shaped steel plate shear force wall really with superior mechanical property.
The both ends of narrow beam described in the utility model are provided with inner groovy, and the width one of the width of the narrow beam and wall
Cause.
Steel column described in the utility model by one group it is hot rolled H-shaped be spliced, it is in sub- font combined steel pipe, inside sets bolt
Nail perfusion high-strength concrete, it is easy to make, it is only necessary to which that 2 weld seams can form a pillar；When pillar compressive strength is unsatisfactory for,
Open slotted hole every 1.5m in H profile steel web, then with sheet metal will encorbelment the edge of a wing close, interior filling concrete, pillar can be made to spread out
Life is brachydactylia wall.Reasonable in design, steel column steel frame is by concrete support, not unstability during compression, and the concrete inside steel column is by steel
Framework steel constrain, and its compression strength is improved 30%.
Peg is equipped with steel frame described in the utility model and web, the web is engaged with steel frame.
The both ends of narrow beam described in the utility model are provided with inner groovy, and the width one of the width of the narrow beam and wall
Cause, by node optimization, design, ingenious can solve the common fault of head beam dew post etc. in current China's high residential building.
Above-mentioned technical proposal can be seen that the utility model and have the advantages that：
1st, a kind of hidden beam type cavity combined steel plate shearing force wall of assembling entirely for being easy to construction described in the utility model, it is logical
Cross and vertical baffle is set in wall, and the perforate for being used for starching is provided with vertical baffle, allow it can be in each of wall
Passage is formed between cavity, only needs to pour into a mould a cavity by casting equipment, by vertical baffle in casting process
Perforate mould material can be sent in other cavitys, whole wall disposal pouring is completed, and improves coagulation
The quality of soil cast, solves the problems, such as wall top pouring difficulty well, when filling concrete inside, can use self-compaction coagulation
Soil, trickle naturally to other cavitys by vertical plus footpath hole of trickling, cooperation vibrating spear vibrate with conduit it is timely on pull out movement,
Concrete, which need to be filled, to a cavity can both complete all interior filling work, and effectively prevent concrete disintegration, and then make its more preferable
Meet construction the needs of.
2nd, a kind of hidden beam type cavity combined steel plate shearing force wall of assembling entirely for being easy to construction described in the utility model, fully
Using the complementary advantage of two kinds of materials of steel construction and concrete, reasonable stress, structural cost is greatly lowered；Manomelia faced wall
Post and narrow beam body system set narrow beam in wall, can accomplish not reveal in high level, Super High office building, Novel high-rise house
Beam does not reveal post, for brand-new livable type building, and, during construction shear wall and steel frame can synchronous construction, possess work
Phase is not influenceed by concrete completely, and structure construction is highly unrestricted, and concrete pours in box-shaped steel plate, is constructed without formwork,
Vertically and horizontally cavity is set in container body of steel plate, poured convenient and swift；At the same time, from technology, economy, construction period and be livable property
Etc. can overcome shortcoming existing for the conventional high coating systems of current building field completely.
3rd, steel column described in the utility model hot rolled H-shaped is spliced by one group, you can sub- font combined steel pipe is formed,
Inside perfusion high-strength concrete makes concrete be cooperated with box-shaped steel plate wall, can pass through tube chamber inner concrete without template
With the collaborative work of steel plate, become a piece of combination box-shaped steel plate shear force wall really with superior mechanical property.Processing and fabricating is non-
It is often convenient, it is only necessary to which that 2 weld seams can form a pillar.When pillar compressive strength is unsatisfactory for, in H profile steel web every 1.5m
Open slotted hole, then with 4mm ~ 6mm steel sheet and plates will encorbelment the edge of a wing close, interior filling concrete, can make pillar derive be brachydactylia wall.
Reasonable in design, steel column steel frame is by concrete support, not unstability during compression, the concrete inside steel column by steel frame steel about
Beam, its compression strength is set to improve 30%.
4th, wall described in the utility model uses the lumen type box-shaped steel plate shear force wall without horizontal reinforcing plate, and it is by one group
Hot rolled H-shaped or steel plate forms in-line either L-shaped or T-shaped or cross by welding, and processing and fabricating is very convenient, often
Individual intracavitary sets peg on web or the edge of a wing, and irrigates high-strength concrete, concrete is cooperateed with work with box-shaped steel plate wall
Make, a piece of combination box really with superior mechanical property can be become by the collaborative work of tube chamber inner concrete and steel plate
Shape steel plate shear force wall.
Brief description of the drawings
Fig. 1 is wall structural representation of different shapes in the utility model；
Fig. 2 is perspective internal view of the present utility model；
Fig. 3 is the attachment structure schematic diagram of wall and steel column in the utility model；
Fig. 4 is the side view in another of wall and steel column direction in the utility model；
In figure：Steel column -1, wall -2, dividing plate -21, opening -22, narrow beam -3, steel frame -4,
Web -5, reinforcement by connection part -6.
Embodiment
Below in conjunction with the accompanying drawings and specific embodiment, the utility model is furtherd elucidate.
Embodiment
A kind of hidden beam type cavity combined steel plate shearing force wall of assembling entirely for being easy to construction as depicted in figs. 1 and 2,：Including：Institute
Steel column 1 and wall 2 are stated, the wall 2 is assembled by H profile steel or steel plate, and the width of the steel column 1 and wall 2 is no more than
Safeguard partition wall thickness, the top of the wall 2 is provided with diaphragm plate 21, is used for what is poured into a mould at least provided with 1 on the diaphragm plate 21
Opening 22, the inside of the wall 2 is provided with vertical baffle 23, and the vertical baffle 23 is provided with perforate 24.
Wall 2 described in the present embodiment use the lumen type box-shaped steel plate shear force wall without horizontal reinforcing plate, its be multi-cavity by
Press component.
On vertical baffle 23 described in the present embodiment a perforate 23 is provided with every at least 1.5m.
Perforate 23 described in the present embodiment is slotted hole.
The aperture of perforate 23 is more than or equal to 100mm, edge along wall thickness direction width on vertical baffle 23 described in the present embodiment
Wall short transverse is more than or equal to 300mm.
The outside of steel column 1 described in the present embodiment and wall 2 is provided with narrow beam 3, and the steel column 1, wall 2 and narrow beam 3 weld
After form combined joint, and the junction of the wall 2 and steel column 1, when the thickness of wall 2 is more than 1.2 times of narrow flange of beam thickness,
Only need to make peg 6, concrete is equipped with the wall 2 and combined steel pipe.
Wall 2 described in the present embodiment its by one group of hot rolled H-shaped or steel plate by welding formed in-line or L-shaped or
Person's T-shaped or cross closed cross-section.
The both ends of narrow beam 3 described in the present embodiment are provided with inner groovy, and the width one of the width of the narrow beam 3 and wall 2
Cause.
Steel column 1 described in the present embodiment by one group it is hot rolled H-shaped be spliced, it is in sub- font combined steel pipe, inside sets bolt
Nail perfusion high-strength concrete.
Embodiment 2
A kind of hidden beam type cavity combined steel plate shearing force wall of assembling entirely for being easy to construction as shown in Figures 1 to 4,：Including：Institute
Steel column 1 and wall 2 are stated, the wall 2 is assembled by H profile steel or steel plate, and the width of the steel column 1 and wall 2 is no more than
Partition wall thickness is safeguarded, sets diaphragm plate 21 in the wall 2, is used for the opening 22 poured into a mould at least provided with 1 on the diaphragm plate 21,
The inside of the wall 2 is provided with vertical baffle 23, and the vertical baffle 23 is provided with perforate 24, when the diaphragm plate 21 is formed
Wall cavity size not for the moment, opening is located in large cavity top spacer.
Wall 2 described in the present embodiment use the lumen type box-shaped steel plate shear force wall without horizontal reinforcing plate, its be multi-cavity by
Press component.
On vertical baffle 23 described in the present embodiment a perforate 24 is provided with every at least 1.5m.
Perforate 24 described in the present embodiment is slotted hole.
The aperture of perforate 24 described in the present embodiment is more than or equal to 100mm along wall thickness direction width, big along wall short transverse
In equal to 300mm.
The outside of steel column 1 described in the present embodiment and wall 2 is provided with narrow beam 3, and the steel column 1, wall 2 and narrow beam 3 weld
After form combined joint, and the junction of the wall 2 and steel column 1, when the thickness of wall 2 is more than 1.2 times of narrow flange of beam thickness,
Only need to make peg 6, concrete is equipped with the wall 2 and combined steel pipe.
Wall 2 described in the present embodiment its by one group of hot rolled H-shaped or steel plate by welding formed in-line or L-shaped or
Person's T-shaped or cross closed cross-section.
The both ends of narrow beam 3 described in the present embodiment are provided with inner groovy, and the width one of the width of the narrow beam 3 and wall 2
Cause.
Steel column 1 described in the present embodiment by one group it is hot rolled H-shaped be spliced, it is in sub- font combined steel pipe, inside sets bolt
Nail perfusion high-strength concrete.
The lower section of wall 2 described in the present embodiment is provided with embedded part, the company of being bolted between the embedded part and wall 2
Connect, narrow beam 3 is provided with the wall 2, the outside of the steel column 1 is provided with steel frame 4, and the inner side of the steel frame 4 is provided with web
5, the steel column 1, steel frame 4 and web 5 form combined steel pipe after welding, and the junction of the wall 2 and steel frame 4 is set
There is reinforcement by connection part 6, concrete is equipped with the wall 2 and combined steel pipe.
Described above is only preferred embodiment of the present utility model, it is noted that for the common skill of the art
For art personnel, on the premise of the utility model principle is not departed from, some improvement can also be made, these improvement also should be regarded as
The scope of protection of the utility model.
Claims (9)
- A kind of 1. hidden beam type cavity combined steel plate shearing force wall of assembling entirely for being easy to construction, it is characterised in that：Including：Steel column（1）With Wall（2）, the wall（2）It is assembled by H profile steel or steel plate, and the steel column（1）With wall（2）Width be no more than dimension Protect partition wall thickness, the wall（2）Top is provided with diaphragm plate（21）, the diaphragm plate（21）On at least provided with 1 be used for pour into a mould Opening（22）, the wall（2）Inside be provided with vertical baffle（23）, the vertical baffle（23）It is provided with perforate（24）.
- 2. the assembling entirely hidden beam type cavity combined steel plate shearing force wall according to claim 1 for being easy to construction, it is characterised in that： The wall（2）Using the lumen type box-shaped steel plate shear force wall without horizontal reinforcing plate, it is multi-cavity compression member.
- 3. the assembling entirely hidden beam type cavity combined steel plate shearing force wall according to claim 1 for being easy to construction, it is characterised in that： The vertical baffle（23）On every at least 1.5m be provided with a perforate（24）.
- 4. the assembling entirely hidden beam type cavity combined steel plate shearing force wall according to claim 1 for being easy to construction, it is characterised in that： The perforate（24）For slotted hole.
- 5. the assembling entirely hidden beam type cavity combined steel plate shearing force wall according to claim 1 for being easy to construction, it is characterised in that： The vertical baffle（23）Upper perforate（24）Aperture be more than or equal to 100mm along wall thickness direction width, be more than along wall short transverse Equal to 300mm.
- 6. the assembling entirely hidden beam type cavity combined steel plate shearing force wall according to claim 1 for being easy to construction, it is characterised in that： The steel column（1）And wall（2）Outside be provided with narrow beam（3）, the steel column（1）, wall（2）With narrow beam（3）Formed after welding Combined joint, and the wall（2）And steel column（1）Junction, work as wall（2）When thickness is more than 1.2 times of narrow flange of beam thickness, Only need to make peg（6）, the wall（2）With concrete is equipped with combined steel pipe.
- 7. the assembling entirely hidden beam type cavity combined steel plate shearing force wall according to claim 1 for being easy to construction, it is characterised in that： The wall（2）It forms in-line either L-shaped or T-shaped or cross by one group of hot rolled H-shaped or steel plate by welding Closed cross-section.
- 8. the assembling entirely hidden beam type cavity combined steel plate shearing force wall according to claim 6 for being easy to construction, it is characterised in that： The narrow beam（3）Both ends be provided with inner groovy, and the narrow beam（3）Width and wall（2）Width it is consistent.
- 9. the assembling entirely hidden beam type cavity combined steel plate shearing force wall according to claim 1 for being easy to construction, it is characterised in that： The steel column（1）By one group it is hot rolled H-shaped be spliced, it is in sub- font combined steel pipe, inside set peg perfusion high-strength concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720748407.1U CN207160332U (en) | 2017-06-26 | 2017-06-26 | A kind of hidden beam type cavity combined steel plate shearing force wall of assembling entirely for being easy to construction |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720748407.1U CN207160332U (en) | 2017-06-26 | 2017-06-26 | A kind of hidden beam type cavity combined steel plate shearing force wall of assembling entirely for being easy to construction |
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| CN207160332U true CN207160332U (en) | 2018-03-30 |
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| CN201720748407.1U Active CN207160332U (en) | 2017-06-26 | 2017-06-26 | A kind of hidden beam type cavity combined steel plate shearing force wall of assembling entirely for being easy to construction |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107083815A (en) * | 2017-06-26 | 2017-08-22 | 江苏沪宁钢机股份有限公司 | One kind assembles hidden beam type cavity combined steel plate shearing force wall structure entirely |
-
2017
- 2017-06-26 CN CN201720748407.1U patent/CN207160332U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107083815A (en) * | 2017-06-26 | 2017-08-22 | 江苏沪宁钢机股份有限公司 | One kind assembles hidden beam type cavity combined steel plate shearing force wall structure entirely |
| CN107083815B (en) * | 2017-06-26 | 2022-09-20 | 江苏沪宁钢机股份有限公司 | Full-assembly hidden beam type through cavity combined steel plate shear wall structure |
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Address after: 214200 Baijia village, Zhangzhu Town, Yixing City, Wuxi City, Jiangsu Province Patentee after: JIANGSU HUNING STEEL MECHANISM Co.,Ltd. Patentee after: JIANGSU HUNING ASSEMBLY CONSTRUCTION ENGINEERING Co.,Ltd. Address before: 214200 Baijia village, Zhangzhu Town, Yixing City, Wuxi City, Jiangsu Province Patentee before: JIANGSU HUNING STEEL MECHANISM Co.,Ltd. Patentee before: JIANGSU HUNING ASSEMBLY CONSTRUCTION ENGINEERING Co.,Ltd. |