CN108222313A - A kind of anti-medicine radiation wall - Google Patents
A kind of anti-medicine radiation wall Download PDFInfo
- Publication number
- CN108222313A CN108222313A CN201810069214.2A CN201810069214A CN108222313A CN 108222313 A CN108222313 A CN 108222313A CN 201810069214 A CN201810069214 A CN 201810069214A CN 108222313 A CN108222313 A CN 108222313A
- Authority
- CN
- China
- Prior art keywords
- wall
- tension rib
- blockwork
- sides
- concrete
- 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.)
- Pending
Links
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
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- 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
-
- 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
- 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
- E04B2001/925—Protection against harmful electro-magnetic or radio-active radiations, e.g. X-rays
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
A kind of anti-medicine radiation wall category building element field, while ensureing to play radiation resistance by concrete wall, avoids in bottom is built using unreasonable frame-shear-wall structure form.Assembled wall is made of concrete wall, blockwork, lateral tension rib, longitudinal tension rib.Lateral tension rib and longitudinal tension rib are arranged in concrete wall, are completed the production in factory.Relatively narrow blockwork is built at wall both sides and top scene by laying bricks or stones, and the lateral overhanging brick wall through both sides in tension rib both sides in concrete walls body is connected with pillar, and longitudinal tension rib lower part is overhanging to be connected with the beam or plate of lower part, and top is not connected with upside blockwork.The globality and anti-seismic performance of assembled wall were both ensure that in this way, the load of superstructure is hindered again to the transmission of assembled wall, the whole stress of structure is made to meet the stressing conditions of frame structure, it can be applied in the low-rise building of anti-radiation requirement, construction technology is simple, cost is not high, has great practical value.
Description
Technical field
A kind of anti-medicine radiation wall form of present invention design, belongs to building element field.
Background technology
With the development of modern medical service level, the facility condition of each hospital is gradually improved, and hospital equipment is related to much putting
Diagnostic equipment is penetrated, to ensure the radiation safety of employee exposed to radiation and related work member and health, the wall of dept. of radiology's equipment room
Body will do radioactive ray process.Lead material and concrete are common radiation resistance materials in practice now, since lead material cost is higher
And density is big, in addition, there are many ray stereotypes that medical supply is sent out can not play preferable radiation protection, most hospitals
It is using concrete wall, materials are convenient and construction technology is simple, and radiation-resistant effect is reached by controlling thickness of wall body.But
It is that traditional one-piece casting concrete wall often participates in structure stress as shear wall, in this way to the construction of structural system and stress
It adversely affects, hospital particularly not high to the general number of plies, because frame structure is the rational structure shape of low-rise building
Formula, after equipment room surrounding is using concrete wall, overall structure has reformed into frame shear wall structure, and this low layer is built
The frame shear wall structure built has following deficiency:(1) arrangement of shear wall does not meet the cloth of frame shear wall structure shear wall
Principle is put, causes integrally-built rigidity uneven, stressing conditions are complicated, reduce the anti-seismic performance of structure.(2) such as in superstructure
In arrange shear wall, then also needs arrangement shear wall at its lower floor same position, otherwise causes the confusion of structural system, but this
Sample arrangement can increase the unnecessary dead weight of structure and cause the waste of manpower and material, while also make stress more complicated, uneasy
Entirely, also there is similar influence to skyscraper.
Invention content
The present invention proposes a kind of new wall structure form, its object is to overcome existing technological deficiency, meets anti-spoke
Ensure that low-rise building uses rational frame structure under the conditions of penetrating.The stress of structure is specified, mitigates the dead weight of structure.Make radiation protection
Wall is not involved in structure entirety stress, becomes non-structural element.It ensure that the safety of structure, while flexible room use
The arrangement of function.The blockwork on both sides and top is relatively narrow, does not interfere with integral layout, and space layout is more flexible, avoids not
The waste of necessary man power and material, and construction technology is simple, has great practical value.
Technical scheme is as follows:
A kind of novel wall structural form, it is characterised in that:It is described construction include concrete wall (1), blockwork (2),
Horizontal tension rib (3) and vertical tension rib (4)；Blockwork (2) fill concrete wall (1) both sides and the reserved of top are filled out
In seam.Horizontal tension rib (3) is set through concrete wall (1) and both sides building block in concrete wall (1) and both sides blockwork (2)
Wall (2) is connected with pillar, and in addition set vertical tension rib (4) lower part in concrete wall (1) connect with beam or plate, and top is not
It is connect with the blockwork on top, enhances the rigidity and globality of wall in this way, to ensure that structure has in horizontal loads
There is good anti-lateral displacement performance, meet the requirement of earthquake-resistant structure specification, while weaken transmission of the upper load to wall, make vertical
Load passes to the main bearing member pillar of frame structure.
Advantageous effect
The invention is overcome due to using unreasonable frame-shearing caused by the arrangement of concrete walls in low-rise building
The problem of wall construction.Dexterously in a manner that concrete walls are combined with blockwork, the tension rib set in wall enhances group
The globality of wall is closed, makes structure that there is good anti-seismic performance, ensure that the continuity of deformation of wall under load action.Wall
The vertical tension rib of interior setting is not connect with the beam on top or plate, and the power transmission of reduction upper beam or plate to wall makes top lotus
Load mainly passes to pillar to both sides, and the stress form of structure is made to meet frame structure.Both achieved the purpose that radioresistance wall,
The force modes of structure are in turn simplified, ensure that low-rise building structure using rational frame structure, makes overall structure lighter
It is skilful flexible, and construction technology is simple.By the amount of radiation for controlling the thickness of concrete wall to resist different, difference can be applied to
Environmental requirement, have the extremely wide scope of application.
Description of the drawings
The assembled wall that Fig. 1 is the present invention splits schematic diagram
Fig. 2 is the assembled wall schematic diagram of the present invention
Fig. 3 is the longitudinal wall section B-B organigram of the present invention
Fig. 4 is the vertical wall cross section A-A organigram of the present invention
Specific embodiment
As shown in drawings, which is made of concrete wall, blockwork, lateral tension rib and vertical tension rib.
Lateral and vertical tension rib is set in concrete walls, prefabricated in factory's progress, transverse direction tension rib both sides therein are overhanging, and length meets
It is connect across blockwork with pillar, vertical dowel only lower part is overhanging to be connect with lower beam or plate, with the entirety of enhancing structure
Property.Because relying primarily on the larger unit weight of concrete to resist radiation, the concrete of low level can be selected in concrete wall,
More economy.The building block on both sides and top interspaces 100-200mm in advance, can specifically be determined according to the size of building block used
It is fixed, it can play the role of hindering power transmission, while do not interfere with the arrangement of overall space in this way.Blockwork scene is built by laying bricks or stones, should
Using high density building block, if for example, if brick material, density should be not less than 18kN/m3, to ensure that assembled wall is not in
Larger variable cross-section, wall can play the role of radiation-resistant under Rational Thickness.
Claims (1)
1. a kind of anti-medicine radiation wall form, it is characterised in that：It includes concrete wall (1), blockwork (2), laterally draws
Tie muscle (3), longitudinal tension rib (4)；
The transverse direction tension rib (3) and longitudinal tension rib (4) are arranged in the inside of concrete wall (1)；It builds at blockwork (2) scene
It builds in the gap on concrete wall (1) both sides and top, gap 100-200mm；Blockwork scene is built by laying bricks or stones, the density of building block
18kN/m should be not less than3, wherein the overhanging blockwork (2) through both sides in lateral tension rib (3) both sides is connected with pillar, longitudinal direction is drawn
Muscle (4) lower part is overhanging is connected with the beam or plate of lower part for knot, and top is not overhanging not to be connected with the blockwork on top.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810069214.2A CN108222313A (en) | 2018-01-24 | 2018-01-24 | A kind of anti-medicine radiation wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810069214.2A CN108222313A (en) | 2018-01-24 | 2018-01-24 | A kind of anti-medicine radiation wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108222313A true CN108222313A (en) | 2018-06-29 |
Family
ID=62667379
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810069214.2A Pending CN108222313A (en) | 2018-01-24 | 2018-01-24 | A kind of anti-medicine radiation wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108222313A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000328812A (en) * | 1999-05-18 | 2000-11-28 | Toda Constr Co Ltd | Method for forming earthquake resist slit |
| CN103758257A (en) * | 2013-12-25 | 2014-04-30 | 北京建筑大学 | Novel connection mode between prefabricated concrete wall and main structure |
| CN204126082U (en) * | 2014-08-13 | 2015-01-28 | 江苏南通三建集团有限公司 | A kind of integral cast-in-situ light weight concrete construction partition wall |
| CN204491906U (en) * | 2015-01-22 | 2015-07-22 | 江苏万象建工集团有限公司 | With the cracking-proof frame construction infilled wall of tension rib |
| CN105780965A (en) * | 2016-04-16 | 2016-07-20 | 吴从晓 | Prefabricated energy dissipation and shock absorption filled wallboard |
| CN105937278A (en) * | 2016-06-06 | 2016-09-14 | 河北建筑工程学院 | Prefabricated concrete frame infill wall system and construction method thereof |
-
2018
- 2018-01-24 CN CN201810069214.2A patent/CN108222313A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000328812A (en) * | 1999-05-18 | 2000-11-28 | Toda Constr Co Ltd | Method for forming earthquake resist slit |
| CN103758257A (en) * | 2013-12-25 | 2014-04-30 | 北京建筑大学 | Novel connection mode between prefabricated concrete wall and main structure |
| CN204126082U (en) * | 2014-08-13 | 2015-01-28 | 江苏南通三建集团有限公司 | A kind of integral cast-in-situ light weight concrete construction partition wall |
| CN204491906U (en) * | 2015-01-22 | 2015-07-22 | 江苏万象建工集团有限公司 | With the cracking-proof frame construction infilled wall of tension rib |
| CN105780965A (en) * | 2016-04-16 | 2016-07-20 | 吴从晓 | Prefabricated energy dissipation and shock absorption filled wallboard |
| CN105937278A (en) * | 2016-06-06 | 2016-09-14 | 河北建筑工程学院 | Prefabricated concrete frame infill wall system and construction method thereof |
Non-Patent Citations (1)
| Title |
|---|
| 张小平: "《建筑识图与房屋构造》", 31 January 2013 * |
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| 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 | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180629 |