CN107795040A - Build double steel plate concrete structure double steel plate connecting elements - Google Patents
Build double steel plate concrete structure double steel plate connecting elements Download PDFInfo
- Publication number
- CN107795040A CN107795040A CN201710972629.6A CN201710972629A CN107795040A CN 107795040 A CN107795040 A CN 107795040A CN 201710972629 A CN201710972629 A CN 201710972629A CN 107795040 A CN107795040 A CN 107795040A
- Authority
- CN
- China
- Prior art keywords
- steel plate
- channel
- block
- steel
- section
- 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.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 86
- 239000010959 steel Substances 0.000 title claims abstract description 86
- 238000010276 construction Methods 0.000 abstract description 7
- 239000000463 material Substances 0.000 abstract description 3
- 238000000034 method Methods 0.000 abstract description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 229910000746 Structural steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000002699 waste material Substances 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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf
- E04B2/8617—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf with spacers being embedded in both form leaves
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8623—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8635—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses building double steel plate concrete structure double steel plate connecting elements, the steel plate set including two pieces of relative spacings, respectively by connecting rod between left and right every being fixed with more channel-section steels on each block of steel plate, more described channel-section steels are vertically, described connecting rod is horizontally disposed and web with channel-section steel is fixedly linked, more channel-section steels wherein on first block of steel plate are staggered with more channel-section steels on second block of steel plate, two blocks of wing plates of each channel-section steel on first block of steel plate are respectively inserted in the groove of two adjacent channel-section steels on second block of steel plate and are fixedly linked with the web of the channel-section steel on second block of steel plate.Simple in construction, convenient material drawing of the invention, easy to process, construction is simple is cost-effective, gives full play to the premium properties of double steel plate concrete structure.
Description
Technical field
The present invention relates to building field, more particularly to a kind of double steel plate concrete shear wall structure.
Background technology
Nowadays as the development of building construction technology and the increase in demand of building, skyscraper will turn into main flow.High level is built
The thickness for greatly increasing conventional steel bar concrete wall is built, greatly occupies space waste material.That widely used at present is J
Type hook connects, but its connected mode is welding, construction operation difficulty is big, and quality is difficult to ensure that.
The content of the invention
The shortcomings that it is an object of the invention to overcome prior art, there is provided two layers of steel in double steel plate concrete structure can be made
The building double steel plate concrete structure double steel plate connecting elements of the firm connection of plate.
The present invention is to be achieved through the following technical solutions：
The building double steel plate concrete structure double steel plate connecting elements of the present invention, including the steel that two pieces of relative spacings are set
Plate, respectively by connecting rod between left and right every being fixed with more channel-section steels on each block of steel plate, more described channel-section steels are along vertical side
Horizontally disposed to, described connecting rod and with channel-section steel web is fixedly linked, wherein more grooves on first block of steel plate
Steel is staggered with more channel-section steels on second block of steel plate, and two blocks of wing plates of each channel-section steel on first block of steel plate are respectively inserted in
It is fixedly linked on second block of steel plate in the groove of two adjacent channel-section steels and with the web of the channel-section steel on second block of steel plate.
The beneficial effects of the invention are as follows：
Simple in construction, convenient material drawing of the invention, easy to process, construction is simple is cost-effective, gives full play to double steel plate coagulation
The premium properties of soil structure.
Brief description of the drawings
Fig. 1 is the dimensional structure diagram of the building double steel plate concrete structure double steel plate connecting elements of the present invention；
Fig. 2 is the one side Component composition schematic diagram of the component shown in Fig. 1；
Fig. 3 is the top view of component shown in Fig. 1.
Embodiment
Below in conjunction with the accompanying drawings, the embodiment of the present invention is described in detail.
The building double steel plate concrete structure double steel plate connecting elements of the present invention as shown in drawings, including between two pieces relative
Every the steel plate 1 of setting, respectively by connecting rod 3 between left and right every being fixed with more channel-section steels 2 on each block of steel plate 1, described is more
Vertically, described connecting rod 3 is horizontally disposed and is fixedly linked with the web of channel-section steel 2, wherein first for root channel-section steel 2
More channel-section steels 2 on block steel plate are staggered with more channel-section steels 2 on second block of steel plate, each channel-section steel on first block of steel plate
2 two blocks of wing plates be respectively inserted in the grooves of two adjacent channel-section steels 2 on second block of steel plate and with the channel-section steel 2 on second block of steel plate
Web be fixedly linked, channel-section steel and with connecting rod composition connecting elements, two steel plates are linked together, increase material property.
The welding of this structural steel and iron and connecting rod and channel-section steel can all be completed in component factory, can also weld at the construction field (site) as requested
Connect.Then corresponding two blocks of steel plates are staggered assembly and connection at the construction field (site), and are arranged on relevant position, casting concrete, be subject to
Support, waiting concrete strength to reach can go to support to a certain degree.
Embodiments of the invention are the foregoing is only, are not intended to limit the scope of the invention, it is every to utilize this hair
The equivalent structure or equivalent flow conversion that bright specification and accompanying drawing content are made, or directly or indirectly it is used in other related skills
Art field, is included within the scope of the present invention.
Claims (1)
1. build double steel plate concrete structure double steel plate connecting elements, it is characterised in that：The steel set including two pieces of relative spacings
Plate, respectively by connecting rod between left and right every being fixed with more channel-section steels on each block of steel plate, more described channel-section steels are along vertical side
Horizontally disposed to, described connecting rod and with channel-section steel web is fixedly linked, wherein more grooves on first block of steel plate
Steel is staggered with more channel-section steels on second block of steel plate, and two blocks of wing plates of each channel-section steel on first block of steel plate are respectively inserted in
It is fixedly linked on second block of steel plate in the groove of two adjacent channel-section steels and with the web of the channel-section steel on second block of steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710972629.6A CN107795040B (en) | 2017-10-18 | 2017-10-18 | Double-steel-plate connecting member for building double-steel-plate concrete structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710972629.6A CN107795040B (en) | 2017-10-18 | 2017-10-18 | Double-steel-plate connecting member for building double-steel-plate concrete structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107795040A true CN107795040A (en) | 2018-03-13 |
| CN107795040B CN107795040B (en) | 2023-12-26 |
Family
ID=61533339
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710972629.6A Active CN107795040B (en) | 2017-10-18 | 2017-10-18 | Double-steel-plate connecting member for building double-steel-plate concrete structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107795040B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109811900A (en) * | 2019-03-22 | 2019-05-28 | 哈尔滨工业大学 | A kind of board-like connector of double steel plate-concrete structure |
| CN111042384A (en) * | 2019-12-29 | 2020-04-21 | 北京工业大学 | Double-deck steel sheet shear force wall of two hem groove steel mouth style of calligraphy drawknots |
| CN112695917A (en) * | 2020-12-23 | 2021-04-23 | 湖北正浩建设集团有限公司 | Shear wall structure of steel-concrete structure building and construction method thereof |
| CN113202209A (en) * | 2021-05-07 | 2021-08-03 | 福州大学 | Assembled adjustable multi-cavity inclined steel plate shear wall for nuclear power station and construction method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201762721U (en) * | 2010-08-27 | 2011-03-16 | 于克岗 | W-shaped steel plate supporting continuous wall |
| CN103670448A (en) * | 2014-01-02 | 2014-03-26 | 中铁三局集团有限公司 | Underground pipeline protection device and support method applying underground pipeline protection device |
| CN105220874A (en) * | 2015-09-11 | 2016-01-06 | 杭州江润科技有限公司 | The construction method of basement superelevation exterior wall self-supporting single side formwork system |
| CN105604216A (en) * | 2016-01-23 | 2016-05-25 | 合肥工业大学 | Pull-joint type double-steel-plate composite shear wall |
| CN205502303U (en) * | 2016-01-23 | 2016-08-24 | 合肥工业大学 | Double steel plates compound shear wall |
| CN205502304U (en) * | 2016-01-23 | 2016-08-24 | 合肥工业大学 | Consolidate double steel plates compound shear wall |
| CN207582745U (en) * | 2017-10-18 | 2018-07-06 | 天津大学 | Build double steel plate concrete structure double steel plate connecting elements |
-
2017
- 2017-10-18 CN CN201710972629.6A patent/CN107795040B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201762721U (en) * | 2010-08-27 | 2011-03-16 | 于克岗 | W-shaped steel plate supporting continuous wall |
| CN103670448A (en) * | 2014-01-02 | 2014-03-26 | 中铁三局集团有限公司 | Underground pipeline protection device and support method applying underground pipeline protection device |
| CN105220874A (en) * | 2015-09-11 | 2016-01-06 | 杭州江润科技有限公司 | The construction method of basement superelevation exterior wall self-supporting single side formwork system |
| CN105604216A (en) * | 2016-01-23 | 2016-05-25 | 合肥工业大学 | Pull-joint type double-steel-plate composite shear wall |
| CN205502303U (en) * | 2016-01-23 | 2016-08-24 | 合肥工业大学 | Double steel plates compound shear wall |
| CN205502304U (en) * | 2016-01-23 | 2016-08-24 | 合肥工业大学 | Consolidate double steel plates compound shear wall |
| CN207582745U (en) * | 2017-10-18 | 2018-07-06 | 天津大学 | Build double steel plate concrete structure double steel plate connecting elements |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109811900A (en) * | 2019-03-22 | 2019-05-28 | 哈尔滨工业大学 | A kind of board-like connector of double steel plate-concrete structure |
| CN111042384A (en) * | 2019-12-29 | 2020-04-21 | 北京工业大学 | Double-deck steel sheet shear force wall of two hem groove steel mouth style of calligraphy drawknots |
| CN111042384B (en) * | 2019-12-29 | 2021-10-01 | 北京工业大学 | Double-deck steel sheet shear force wall of two hem groove steel mouth style of calligraphy drawknots |
| CN112695917A (en) * | 2020-12-23 | 2021-04-23 | 湖北正浩建设集团有限公司 | Shear wall structure of steel-concrete structure building and construction method thereof |
| CN112695917B (en) * | 2020-12-23 | 2022-04-19 | 湖北正浩建设集团有限公司 | Shear wall structure of steel-concrete structure building and construction method thereof |
| CN113202209A (en) * | 2021-05-07 | 2021-08-03 | 福州大学 | Assembled adjustable multi-cavity inclined steel plate shear wall for nuclear power station and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107795040B (en) | 2023-12-26 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107795040A (en) | Build double steel plate concrete structure double steel plate connecting elements | |
| CN201883600U (en) | Fiber reinforced plastic (FRP) and concrete composite board | |
| CN203462615U (en) | Prefabricated, assembled and integral type shear wall and connecting node thereof | |
| CN104912197A (en) | Connecting node for steel pipe concrete post and outside U-shaped steel and concrete composite beam | |
| CN205421716U (en) | Steel pipe concrete and compound web H -beam of steel sheet | |
| CN204510629U (en) | A kind of reinforcing bar connector with space networks grating texture | |
| CN201962844U (en) | Hollow composition board internally provided with steel pipes and steel plates | |
| CN105803939A (en) | Open steel tube and reinforced-concrete combined girder bridge structure | |
| CN108331254A (en) | Using unilateral bolt double steel plate composite structure | |
| CN207582744U (en) | Build double steel plate concrete structure double steel plate connecting elements | |
| CN206800796U (en) | A kind of full multi-cavity steel tube concrete coupled column of the solder type with side plate | |
| CN206521768U (en) | A kind of shear connector in the double-deck box hat concrete combined structure of immersed tube tunnel | |
| CN207582745U (en) | Build double steel plate concrete structure double steel plate connecting elements | |
| CN208815673U (en) | The connecting joint structure of square steel tube concrete column and reinforced beam | |
| CN204510625U (en) | A kind of high-strength Steel Bar Coupler with space networks grating texture | |
| CN203514534U (en) | Steel channel web inserted type connection joint structure between steel girders and square concrete-filled steel-tubular column | |
| CN105133788A (en) | CFST-RC horizontal batten plate-lattice column structure and construction method thereof | |
| CN206467846U (en) | A kind of assembled goes along with sb. to guard him Side fascia transverse joint node component | |
| CN205088859U (en) | Connection structure in heat preservation wallboard | |
| CN208815672U (en) | The connecting joint structure of circular steel tube concrete column and reinforced beam | |
| CN201245919Y (en) | Anti-cracking light partition board | |
| CN210712505U (en) | Shallow slot type connection structure of steel plate combination beam and steel plate combination beam | |
| CN209277363U (en) | A kind of environmentally protective concrete folding plate | |
| CN203129437U (en) | Steel girder component of steel structure building floor slab | |
| CN207314524U (en) | A kind of high performance concrete chain type combining structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |