CN108331254A - Using unilateral bolt double steel plate composite structure - Google Patents
Using unilateral bolt double steel plate composite structure Download PDFInfo
- Publication number
- CN108331254A CN108331254A CN201810177107.1A CN201810177107A CN108331254A CN 108331254 A CN108331254 A CN 108331254A CN 201810177107 A CN201810177107 A CN 201810177107A CN 108331254 A CN108331254 A CN 108331254A
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- China
- Prior art keywords
- steel
- steel plate
- encased
- pieces
- bolt
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
-
- 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
-
- 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
- E04B2/8647—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses use unilateral bolt double steel plate composite structure, including two pieces of encased steel plates, concrete slab, structural steel connecting member, unilateral bolt；It is welded with structural steel connecting member on upper and lower two pieces of encased steel plates, using staggeredly welding, and in corresponding position prepared screw-bolt hole；Structural steel connecting member one end is welded on the steel plate, and the other end is connect by unilateral bolt with other side steel plate；Simple structure of the present invention, reasonable stress, anti-bending strength are good, easy for construction.
Description
Technical field
The present invention relates to double steel plate composite structures, more particularly to one kind can be applied to nuclear power engineering, polar region engineering and surpassing
The double steel plate assembled wall board structure of skyscraper.
Background technology
Under the background of establishment " resource-conserving, environmentally friendly " society, double steel plate-concrete combined structure have compared with
High bearing capacity, good ductility and the Hysteresis Behavior stablized are not required to formwork supporting plate, construction speed relative to traditional concrete structure
Degree is fast.In recent years, double steel plate-concrete combined structure is used widely in polar region engineering, nuclear power engineering, and foreground is wide
It is wealthy.
Double steel plate-the concrete combined structure used has been put into and uses major part Welded-Stud Conectors, convenient welding, but resists
Drawing property is poor；It is easy for installation using fittings such as split bolts, but need to punch on the steel plate, largely influence
The performance of steel plate；Using double muscle connectors, mechanical property is preferable, but needs the welding of lacing wire bilateral on the steel plate, and installation is not
Just, very big difficulty is brought to construction.
Invention content
The purpose of the present invention is to overcome the disadvantages of the prior art, provides a kind of simple structure, reasonable stress, anti-bending strength
Good, the unilateral bolt double steel plate composite structure of use easy for construction.
What the invention is realized by the following technical scheme：
The a kind of of the present invention uses unilateral bolt double steel plate composite structure, including two pieces of outsourcings that left and right is oppositely arranged each other
Steel plate has poured concrete between two pieces of encased steel plates and has constituted concrete slab, positioned opposite to each other in two pieces of encased steel plates
Multiple structural steel connecting members are welded on inner wall respectively, multiple structural steel connecting members setting interlaced with each other on two pieces of encased steel plates, one piece
Each structural steel connecting member on encased steel plate is provided with bolt connecting hole on the part opposite with another piece of encased steel plate inner wall,
Bolt connecting hole is had on position corresponding with the bolt connecting hole on each structural steel connecting member on two pieces of Covered with Angles,
Each structural steel connecting member and another piece of encased steel plate on one piece of encased steel plate pass through the bolt company across the setting that corresponds to each other
The unilateral bolt for connecing hole is fixedly connected.
The present invention has the following advantages and protrudes compared with the existing technology effect：
The present invention is made of two pieces of encased steel plates, concrete, structural steel connecting member and four part of unilateral bolt.Steel construction part
It is made in factory process, is easy to ensure quality.Concrete is poured using steel plate as template, therefore present invention construction is more
It is convenient, and construction quality is easy to ensure.Compared to other double steel plate-concrete combination beams, the present invention uses structural steel connecting member and list
Side bolt.Unilateral bolt advantage is unilateral connection, applies the connection in confined space, while it is less to punch on the steel plate, right
The performance of steel plate influences smaller.In-site installation is convenient, need not weld, workload greatly reduces.
Description of the drawings
Fig. 1 (a) is the assembling schematic diagram using angle iron connecting piece combination beam；
Fig. 1 (b) is the assembling schematic diagram using steel channel connector combination beam；
Fig. 1 (c) is the assembling schematic diagram using T-steel connector combination beam；
Fig. 1 (d) is the assembling schematic diagram using I-shaped steel fastener combination beam；
Fig. 2 (a) is the assembling schematic diagram using angle iron connecting piece assembled wall board；
Fig. 2 (b) is the assembling schematic diagram using steel channel connector assembled wall board；
Fig. 2 (c) is the assembling schematic diagram using T-steel connector assembled wall board；
Fig. 2 (d) is the assembling schematic diagram using I-shaped steel fastener assembled wall board；
Fig. 3 (a) is that combination beam angle iron connecting piece staggeredly welds schematic diagram on the steel plate；
Fig. 3 (b) is that combination beam steel channel connector staggeredly welds schematic diagram on the steel plate；
Fig. 3 (c) is that combination beam T-steel connector staggeredly welds schematic diagram on the steel plate；
Fig. 3 (d) is that combination beam I-shaped steel fastener staggeredly welds schematic diagram on the steel plate；
Fig. 4 (a) is that assembled wall board angle iron connecting piece staggeredly welds schematic diagram on the steel plate；
Fig. 4 (b) is that assembled wall board steel channel connector staggeredly welds schematic diagram on the steel plate；
Fig. 4 (c) is that assembled wall board T-steel connector staggeredly welds schematic diagram on the steel plate；
Fig. 4 (d) is that assembled wall board I-shaped steel fastener staggeredly welds schematic diagram on the steel plate；
Fig. 5 (a) is angle iron connecting piece detail of construction；
Fig. 5 (b) is steel channel connector detail of construction；
Fig. 5 (c) is T-steel connecting-piece structure detail drawing；
Fig. 5 (d) is I-steel connecting-piece structure detail drawing；
Fig. 6 is unilateral bolt arrangement detail drawing；
In figure：1- encased steel plates；2- concrete slabs；3- structural steel connecting members；The unilateral bolts of 4-.
Specific implementation mode
Below in conjunction with the accompanying drawings, the specific implementation mode of the present invention is described in detail.
The a kind of of the present invention uses unilateral bolt double steel plate composite structure as shown in drawings, including left and right is set relatively each other
The two pieces of encased steel plates set have poured concrete between two pieces of encased steel plates 1 and have constituted concrete slab 2, in two pieces of encased steel plates
Multiple structural steel connecting members 3, multiple structural steel connecting members 3 on two pieces of encased steel plates 1 are welded on inner wall positioned opposite to each other respectively
Setting interlaced with each other, each structural steel connecting member 3 on one piece of encased steel plate 1 portion opposite with another piece of 1 inner wall of encased steel plate
It is provided with bolt connecting hole on point, the position corresponding with the bolt connecting hole on each structural steel connecting member 3 on two pieces of Covered with Angles
It sets and has bolt connecting hole, each structural steel connecting member 3 and another piece of encased steel plate 1 on one piece of encased steel plate 1 are logical
The unilateral bolt 4 for crossing the bolt connecting hole across the setting that corresponds to each other is fixedly connected.
Angle iron connecting piece, steel channel connector, T-steel connector and I-steel may be used in the structural steel connecting member 3
Any one in connector.
The construction method of the structure of the present invention, includes the following steps：
Step 1：Structural steel connecting member is staggeredly welded on two pieces of encased steel plates；
Step 2：In encased steel plate and structural steel connecting member corresponding position prepared screw-bolt hole；
Step 3：Encased steel plate is bolted with structural steel connecting member by unilateral, the specific steps are：Unilateral bolt 4 is put
Screw, the lower part distending of unilateral bolt, i.e. handle in the bolt hole that encased steel plate 1 and structural steel connecting member 3 have stayed, are tightened in advance
The two is fixed together, and unilateral side installation, structural steel connecting member 3 and unilateral bolt 4 can ensure steel plate and coagulation earth cooperation work
Make.
Step 4：The casting concrete among two pieces of encased steel plates completes construction.
The present invention has the following advantages and protrudes compared with the existing technology effect：
The above-mentioned description of this invention can be understood and applied the invention for ease of those skilled in the art.
Person skilled in the art obviously easily can make various modifications to the present invention, and be applied in other embodiment
Without having to go through creative labor.Therefore, the present invention is not limited to embodiment here, those skilled in the art are according to the present invention
Announcement, improvement and modification made without departing from the scope of the present invention all should be within protection scope of the present invention.
Claims (2)
1. a kind of using unilateral bolt double steel plate composite structure, including two pieces of encased steel plates that left and right is oppositely arranged each other, two
Concrete has been poured between block encased steel plate constitutes concrete slab, it is characterised in that：It is positioned opposite to each other in two pieces of encased steel plates
Inner wall on be welded with multiple structural steel connecting members respectively, multiple structural steel connecting members setting interlaced with each other on two pieces of encased steel plates, one
It is provided with and is bolted on each structural steel connecting member on block encased steel plate part opposite with another piece of encased steel plate inner wall
Hole has on position corresponding with the bolt connecting hole on each structural steel connecting member on two pieces of Covered with Angles and is bolted
Hole, each structural steel connecting member and another piece of encased steel plate on one piece of encased steel plate pass through the bolt across the setting that corresponds to each other
The unilateral bolt of connecting hole is fixedly connected.
2. according to claim 1 use unilateral bolt double steel plate composite structure, it is characterised in that：The shaped steel connection
Part uses any one in angle iron connecting piece, steel channel connector, T-steel connector and I-shaped steel fastener.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810177107.1A CN108331254A (en) | 2018-03-04 | 2018-03-04 | Using unilateral bolt double steel plate composite structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810177107.1A CN108331254A (en) | 2018-03-04 | 2018-03-04 | Using unilateral bolt double steel plate composite structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108331254A true CN108331254A (en) | 2018-07-27 |
Family
ID=62930266
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810177107.1A Pending CN108331254A (en) | 2018-03-04 | 2018-03-04 | Using unilateral bolt double steel plate composite structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108331254A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110130568A (en) * | 2019-05-06 | 2019-08-16 | 天津大学 | Using the steel-concrete combined structure of single head Stud connection |
| CN110409628A (en) * | 2019-07-26 | 2019-11-05 | 河南绿建建筑科技有限公司 | The assemble method of steel concrete compound tube thin-walled steel plate hole flanging tapping screw rod connection |
| CN111042395A (en) * | 2019-12-29 | 2020-04-21 | 北京工业大学 | Double-deck steel sheet compound shear wall of channel-section truss-like drawknot |
| CN112681558A (en) * | 2020-12-16 | 2021-04-20 | 成都城投远大建筑科技有限公司 | Connecting structure and method for wall bodies on two sides of prefabricated superposed wall |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1158116A1 (en) * | 2000-05-25 | 2001-11-28 | Willibald Fischer | Construction board |
| CN102535644A (en) * | 2012-01-17 | 2012-07-04 | 湖南省金为型材有限公司 | Connecting assembly for connecting vertical column and cross beam |
| CN103075406A (en) * | 2013-01-09 | 2013-05-01 | 合肥工业大学 | Rotary closed type unilateral bolt fastener |
| CN203654452U (en) * | 2013-07-04 | 2014-06-18 | 清华大学 | Hybrid composite fireproof frame structure |
| CN104234189A (en) * | 2014-09-24 | 2014-12-24 | 刘子叔 | Four-pipe truss structure of prefabricated house |
| CN205502309U (en) * | 2016-01-23 | 2016-08-24 | 合肥工业大学 | Strengthen double steel plates compound shear wall |
| CN107558615A (en) * | 2017-09-06 | 2018-01-09 | 河海大学 | Friction-type shaped steel shear connector and its construction method |
-
2018
- 2018-03-04 CN CN201810177107.1A patent/CN108331254A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1158116A1 (en) * | 2000-05-25 | 2001-11-28 | Willibald Fischer | Construction board |
| CN102535644A (en) * | 2012-01-17 | 2012-07-04 | 湖南省金为型材有限公司 | Connecting assembly for connecting vertical column and cross beam |
| CN103075406A (en) * | 2013-01-09 | 2013-05-01 | 合肥工业大学 | Rotary closed type unilateral bolt fastener |
| CN203654452U (en) * | 2013-07-04 | 2014-06-18 | 清华大学 | Hybrid composite fireproof frame structure |
| CN104234189A (en) * | 2014-09-24 | 2014-12-24 | 刘子叔 | Four-pipe truss structure of prefabricated house |
| CN205502309U (en) * | 2016-01-23 | 2016-08-24 | 合肥工业大学 | Strengthen double steel plates compound shear wall |
| CN107558615A (en) * | 2017-09-06 | 2018-01-09 | 河海大学 | Friction-type shaped steel shear connector and its construction method |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110130568A (en) * | 2019-05-06 | 2019-08-16 | 天津大学 | Using the steel-concrete combined structure of single head Stud connection |
| CN110409628A (en) * | 2019-07-26 | 2019-11-05 | 河南绿建建筑科技有限公司 | The assemble method of steel concrete compound tube thin-walled steel plate hole flanging tapping screw rod connection |
| CN111042395A (en) * | 2019-12-29 | 2020-04-21 | 北京工业大学 | Double-deck steel sheet compound shear wall of channel-section truss-like drawknot |
| CN111042395B (en) * | 2019-12-29 | 2020-11-20 | 北京工业大学 | Double-deck steel sheet compound shear wall of channel-section truss-like drawknot |
| CN112681558A (en) * | 2020-12-16 | 2021-04-20 | 成都城投远大建筑科技有限公司 | Connecting structure and method for wall bodies on two sides of prefabricated superposed wall |
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