CN107012974A - A kind of assembled steel fiber high-strength concrete steel plate combination Antiknock wall body - Google Patents
A kind of assembled steel fiber high-strength concrete steel plate combination Antiknock wall body Download PDFInfo
- Publication number
- CN107012974A CN107012974A CN201710402657.4A CN201710402657A CN107012974A CN 107012974 A CN107012974 A CN 107012974A CN 201710402657 A CN201710402657 A CN 201710402657A CN 107012974 A CN107012974 A CN 107012974A
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- steel
- strength
- steel plate
- wall body
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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
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The present invention discloses a kind of assembled steel fiber high-strength concrete steel plate combination Antiknock wall body, including H profile steel post, high strength steel fibre concrete obturator, general steel plate, H profile steel beam and high-strength bolt；The general steel plate is arranged in cavity with H profile steel post, H profile steel beam formation cavity, high strength steel fibre concrete obturator；General steel plate left and right ends are with H profile steel post by being welded and fixed, and upper and lower ends are with H profile steel beam by being welded and fixed；On the outer side wing edge of H profile steel post, provided with two row high-strength bolts being distributed along short transverse, for being attached with a kind of another assembled steel fiber high-strength concrete steel plate combination Antiknock wall body by high-strength bolt, serial Antiknock wall body is constituted.The present invention is not only simple in structure, high-strength light, and steel plate has the effect for preventing that steel fiber reinforced concrete fragment from splashing, and effectively prevent the casualties and economic loss splashed and caused by fragment.
Description
Technical field
The present invention relates to building structure technology field, more particularly to a kind of assembled steel fiber high-strength concrete steel plate combination
Antiknock wall body.
Background technology
At present, ocean platform put gas explosion cause casualties and equipment destruction, it is necessary to build Antiknock wall body progress
Cut-off, using reinforced concrete wall and steel reinforced concrete wall etc. as bearing wall in building structure, for civil high storey,
Multi-storey building, office building, commercial center etc..But existing reinforced concrete wall and steel reinforced concrete wall do not consider antiknock
Performance, reinforced concrete wall or steel reinforced concrete wall are blasted hole under Blast Loads, or even are collapsed existing
As happening occasionally, the local failure of building structure can be caused, or even causes the part of building to collapse.
The content of the invention
In order to solve the above technical problems, it is an object of the invention to provide a kind of assembled steel fiber high-strength concrete steel plate group
Antiknock wall body is closed, concrete technical scheme is as follows：
A kind of assembled steel fiber high-strength concrete steel plate combination Antiknock wall body, including H profile steel post, high strength steel fibre coagulation
Native obturator, general steel plate, H profile steel beam and high-strength bolt；
The general steel plate and H profile steel post, H profile steel beam formation cavity；
The high strength steel fibre concrete obturator is arranged in cavity；
General steel plate left and right ends are with H profile steel post by being welded and fixed, and upper and lower ends are with H profile steel beam by being welded and fixed；
On the outer side wing edge of the H profile steel post, provided with two row high-strength bolts being distributed along short transverse, it is used for and another
A kind of assembled steel fiber high-strength concrete steel plate combination Antiknock wall body is attached by high-strength bolt, constitutes serial antiknock wall
Body.
A kind of described assembled steel fiber high-strength concrete steel plate combination Antiknock wall body, its preferred scheme is using cast-in-place
Form pour to form the high strength steel fibre concrete obturator.
A kind of described assembled steel fiber high-strength concrete steel plate combination Antiknock wall body, its preferred scheme is in cast-in-place mistake
Poured in journey using vibrating.
Beneficial effects of the present invention：Shock resistance of the invention by high strength steel fibre concrete is high using steel fibre
The Antiknock wall body that the great toughness and general steel plate of reinforced concrete are constituted with H profile steel post, H section steel beams.After such a mode is handled
Antiknock wall body be building structure wall, the capability of antidetonance is improved, so as to avoid Important building structure because internal explosion is made
Even collapse into wall damage, cause casualties and facility to damage.It can be used for the arrangement of ocean platform antiknock by force, house is built
Wall body structure in building, the wall body structure of commercial center's building, the wall body structure of office building is used as the building required with antiknock
In structure, assembled steel fiber high-strength concrete steel plate combination Antiknock wall body of the present invention can be used, so as to multilayer, high residential building
Build, the wall of the building structure such as business, office building plays antiknock means.
Brief description of the drawings
Fig. 1 is a kind of assembled steel fiber high-strength concrete steel plate combination Antiknock wall body structural representation；
Fig. 2 is a kind of assembled steel fiber high-strength concrete steel plate combination Antiknock wall body diagrammatic cross-section.
In figure, 1 is H profile steel post, and 2 be high strength steel fibre concrete obturator, and 3 be general steel plate；4 be H profile steel beam, and 5 are
High-strength bolt.
Embodiment
A kind of assembled steel fiber high-strength concrete steel plate combination Antiknock wall body as Figure 1-Figure 2, including H profile steel post 1,
High strength steel fibre concrete obturator 2, general steel plate 3, H section steel beams 4 and high-strength bolt 5；
The general steel plate 3 and H profile steel post 1, the formation cavity of H profile steel beam 4；
The high strength steel fibre concrete obturator 2 is arranged in cavity；
The left and right ends of general steel plate 3 are with H profile steel post 1 by being welded and fixed, and upper and lower ends are solid by welding with H section steel beams 4
It is fixed；
On the outer side wing edge of the H profile steel post 1, provided with two row high-strength bolts 5 being distributed along short transverse, for it is another
A kind of individual assembled steel fiber high-strength concrete steel plate combination Antiknock wall body is attached by high-strength bolt 5, constitutes series anti-
Quick-fried wall.
Pour to form the high strength steel fibre concrete obturator 2 using cast-in-place form.
Poured during cast-in-place using vibrating.
Claims (3)
1. a kind of assembled steel fiber high-strength concrete steel plate combination Antiknock wall body, it is characterised in that：It is fine including H profile steel post, steel
Tie up high-strength concrete obturator, general steel plate, H profile steel beam and high-strength bolt；
The general steel plate and H profile steel post, H profile steel beam formation cavity；
The high strength steel fibre concrete obturator is arranged in cavity；
General steel plate left and right ends are with H profile steel post by being welded and fixed, and upper and lower ends are with H profile steel beam by being welded and fixed；
On the outer side wing edge of the H profile steel post, provided with two row high-strength bolts being distributed along short transverse, for a kind of with another
Assembled steel fiber high-strength concrete steel plate combination Antiknock wall body is attached by high-strength bolt, constitutes serial Antiknock wall body.
2. a kind of assembled steel fiber high-strength concrete steel plate combination Antiknock wall body as claimed in claim 1, it is characterised in that：
Pour to form the high strength steel fibre concrete obturator using cast-in-place form.
3. a kind of assembled steel fiber high-strength concrete steel plate combination Antiknock wall body as claimed in claim 1, it is characterised in that：
Poured during cast-in-place using vibrating.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710402657.4A CN107012974A (en) | 2017-06-01 | 2017-06-01 | A kind of assembled steel fiber high-strength concrete steel plate combination Antiknock wall body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710402657.4A CN107012974A (en) | 2017-06-01 | 2017-06-01 | A kind of assembled steel fiber high-strength concrete steel plate combination Antiknock wall body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107012974A true CN107012974A (en) | 2017-08-04 |
Family
ID=59451048
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710402657.4A Pending CN107012974A (en) | 2017-06-01 | 2017-06-01 | A kind of assembled steel fiber high-strength concrete steel plate combination Antiknock wall body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107012974A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107740511A (en) * | 2017-11-22 | 2018-02-27 | 深圳市亚泰国际建设股份有限公司 | A kind of module wall, module wall column and module wall system |
| CN108442573A (en) * | 2018-03-27 | 2018-08-24 | 北京建筑大学 | A kind of assembled antiknock subtracts quick-fried wall and its construction method |
| CN113027209A (en) * | 2021-02-05 | 2021-06-25 | 上海核工程研究设计院有限公司 | Semi-fabricated ultra-high performance concrete (UHPC) combined shielding shell |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06299622A (en) * | 1993-04-13 | 1994-10-25 | Fujita Corp | Joining method for precast concrete column with beam bracket and precast concrete earthquake resisting wall with beam steel frame |
| CN102444224A (en) * | 2011-10-31 | 2012-05-09 | 华南理工大学 | Concrete composite shear wall |
| CN103410248A (en) * | 2013-08-23 | 2013-11-27 | 清华大学 | Internal stiffened composite steel plate shear wall connected through high-strength bolts |
| CN204401821U (en) * | 2014-12-30 | 2015-06-17 | 长安大学 | A kind of encased steel plate concrete filled compound shear wall |
| CN104790560A (en) * | 2015-04-27 | 2015-07-22 | 南京工业大学 | Fabricated structure system formed by filling steel frame with prefabricated concrete shear wall |
| JP2016148201A (en) * | 2015-02-13 | 2016-08-18 | 李 文聰Ｌｉ Ｗｅｎｃｏｎｇ | Steel-concrete composite member |
| CN206070761U (en) * | 2016-09-07 | 2017-04-05 | 广东省基础工程集团有限公司 | A kind of H profile steel column space beam column end plate connecting node construction |
| CN106639053A (en) * | 2017-01-19 | 2017-05-10 | 沈阳建筑大学 | Steel plate shear wall of lattice steel pipe for preventing buckling and energy dissipation |
| CN106760058A (en) * | 2017-01-02 | 2017-05-31 | 沈阳建筑大学 | Double-deck corrugated steel polyvinyl alcohol cement-base composite material combines antiknock shear wall |
| CN206769106U (en) * | 2017-06-01 | 2017-12-19 | 沈阳建筑大学 | A kind of assembled steel fiber high strength concrete steel plate combination Antiknock wall body |
-
2017
- 2017-06-01 CN CN201710402657.4A patent/CN107012974A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06299622A (en) * | 1993-04-13 | 1994-10-25 | Fujita Corp | Joining method for precast concrete column with beam bracket and precast concrete earthquake resisting wall with beam steel frame |
| CN102444224A (en) * | 2011-10-31 | 2012-05-09 | 华南理工大学 | Concrete composite shear wall |
| CN103410248A (en) * | 2013-08-23 | 2013-11-27 | 清华大学 | Internal stiffened composite steel plate shear wall connected through high-strength bolts |
| CN204401821U (en) * | 2014-12-30 | 2015-06-17 | 长安大学 | A kind of encased steel plate concrete filled compound shear wall |
| JP2016148201A (en) * | 2015-02-13 | 2016-08-18 | 李 文聰Ｌｉ Ｗｅｎｃｏｎｇ | Steel-concrete composite member |
| CN104790560A (en) * | 2015-04-27 | 2015-07-22 | 南京工业大学 | Fabricated structure system formed by filling steel frame with prefabricated concrete shear wall |
| CN206070761U (en) * | 2016-09-07 | 2017-04-05 | 广东省基础工程集团有限公司 | A kind of H profile steel column space beam column end plate connecting node construction |
| CN106760058A (en) * | 2017-01-02 | 2017-05-31 | 沈阳建筑大学 | Double-deck corrugated steel polyvinyl alcohol cement-base composite material combines antiknock shear wall |
| CN106639053A (en) * | 2017-01-19 | 2017-05-10 | 沈阳建筑大学 | Steel plate shear wall of lattice steel pipe for preventing buckling and energy dissipation |
| CN206769106U (en) * | 2017-06-01 | 2017-12-19 | 沈阳建筑大学 | A kind of assembled steel fiber high strength concrete steel plate combination Antiknock wall body |
Non-Patent Citations (1)
| Title |
|---|
| 高丹盈等: "《钢纤维混凝土基本理论》", 31 December 1994, 科学技术文献出版社 * |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107740511A (en) * | 2017-11-22 | 2018-02-27 | 深圳市亚泰国际建设股份有限公司 | A kind of module wall, module wall column and module wall system |
| CN107740511B (en) * | 2017-11-22 | 2023-09-26 | 深圳市郑中设计股份有限公司 | Module wall system |
| CN108442573A (en) * | 2018-03-27 | 2018-08-24 | 北京建筑大学 | A kind of assembled antiknock subtracts quick-fried wall and its construction method |
| CN108442573B (en) * | 2018-03-27 | 2019-12-17 | 北京建筑大学 | Assembled anti-explosion and anti-explosion wall and construction method thereof |
| CN113027209A (en) * | 2021-02-05 | 2021-06-25 | 上海核工程研究设计院有限公司 | Semi-fabricated ultra-high performance concrete (UHPC) combined shielding shell |
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Legal Events
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170804 |
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| RJ01 | Rejection of invention patent application after publication |