CN102021952A - Building gas explosion wall structure - Google Patents
Building gas explosion wall structure Download PDFInfo
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- CN102021952A CN102021952A CN200910092085XA CN200910092085A CN102021952A CN 102021952 A CN102021952 A CN 102021952A CN 200910092085X A CN200910092085X A CN 200910092085XA CN 200910092085 A CN200910092085 A CN 200910092085A CN 102021952 A CN102021952 A CN 102021952A
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Abstract
The invention discloses a building gas explosion wall structure, which comprises a light steel keel skeleton, wherein the gaps in the skeleton are filled up with a filler; and at least one of the two sides of the skeleton is adhered with more than one layer of gypsum board. By adopting a light steel keel and the pressure-resistance and fireproof gypsum board and by other reinforcing measures, the pressure bearing capacity of the partition wall structure disclosed by the invention can reach 1,200MPa, so the partition wall meets a gas extinguishing device's requirement on a pressure-bearing capacity of not less than 700MPa of the partition wall. According to the technical scheme, the adopted light steel keel gypsum board partition wall system has much lighter self weight and reduced structural load compared with a steel reinforced concrete system partition wall system. In addition, constructed by assembling semi-finished products, the structure has the advantages of small space occupation, high construction speed, less environmental pollution and the like, and is particularly suitable for partition wall systems of high-rise buildings and steel buildings.
Description
Technical field
The present invention relates to a kind of wall body structure of lightweight gas explosion partition wall.
Background technology
Become switchgear house in the large-scale civilian construction and all adopt fire-smothering gear, withstand voltage properties to partition wall requires quite high, present stage gas explosion partition wall adopts the steel concrete partition wall more, the steel reinforced concrete partition wall is from great, construction period is long, and partition wall is generally all in equipment back construction in place, and reinforced bar engineering, concreting engineering etc. causes the equipment damage of colliding with easily.In addition, concrete building with maintenance causes that space humidity is excessive, easily causes equipment to make moist.
Summary of the invention
The technical problem to be solved in the present invention provide a kind of lightweight, the simple gas explosion partition wall wall body structure of construction, alleviate structural load, be convenient to construct and the finished product protection of equipment.
In order to address the above problem, to the invention provides a kind of building gas explosion wall body structure and comprise: the lightgage steel joist skeleton, filling has a filler in the gap of described skeleton, and at least one side in the both sides of described skeleton is fitted with the above gypsum plank of one deck.
Preferably, described skeleton comprises C type sky keel, C type ground keel, C type centre keel and U type stull keel; Described C type sky keel are installed on the top structure of building by securing member, described C type ground keel are installed on the polycrystalline substance of building by securing member, described C type centre keel is installed between described C type sky keel and the ground keel, described U type stull keel are installed on the C type centre keel by securing member, and described U type stull keel and C type centre keel form cross-well word structure in length and breadth.
Preferably, also sticked one deck anticracking wall cloth in the outside of described gypsum plank.
Preferably, described filler is rock wool or glass wool.
Preferably, the thickness of described C type sky keel, C type ground keel, C type centre keel and U type stull keel is 0.1cm.
Preferably, the thickness of described filler filling is: 10cm.
Partition wall body structure of the present invention adopts lightgage steel joist, withstand voltage refractory plasterboard and other reinforcement measures, the withstand voltage that can guarantee body of wall reaches 1200MPa, can satisfy fire-smothering gear is not less than 700MPa to the body of wall withstand voltage requirement, and because this programme adopts the bulkhead of light-weight steel keel plaster tablet system, alleviate the body of wall deadweight greatly than steel reinforced concrete system partition wall, alleviated structural load.In addition, adopt the semiproduct fabricated construction, also have occupy little space, speed of application is fast, advantage such as low in the pollution of the environment.
Description of drawings
Fig. 1 is a keel architectural schematic of the present invention;
Fig. 2 top of the present invention connects sectional schematic diagram;
Fig. 3 connects sectional schematic diagram for the present invention bottom;
Fig. 4 connects sectional schematic diagram for the present invention adopts the top of double-deck keel.
The specific embodiment
Now reaching construction embodiment in conjunction with the accompanying drawings is described further the present invention:
As shown in Figure 1, 2, 3, the present invention includes: lightgage steel joist skeleton 1, filling has rock wool 2 in the gap of skeleton 1, is fitted with three layers of gypsum plank 3 in the both sides of skeleton 1.Among the present invention, skeleton 1 comprises C type sky keel 11, C type ground keel 12, C type centre keel 13 and U type stull keel 14; C type sky keel 11 are installed on the top structure of building by securing member 4, C type ground keel 12 are installed on the polycrystalline substance of building by securing member 5, C type centre keel installs 13 between C type sky keel 11 and ground keel 12, U type stull keel 14 are installed on the C type centre keel 13 by securing member 6, and U type stull keel 14 and C type centre keel 13 form cross-well word structure in length and breadth.In addition, also sticked one deck anticracking wall cloth 7 in the outside of gypsum plank 3.
Above-mentioned securing member 4,5 adopts expansion bolt, and securing member 6 can be a pulling rivet, also can adopt the fixing mode of fast-assembling clipper joint.
Above-mentioned C type sky keel 11, C type ground keel 12, C type centre keel 13 and U type stull keel 14 adopt thickening type, and thickness is 0.1cm, and specification is 15*5*0.1cm.In addition, the filling thickness of rock wool 2 is 10cm.
Implement in the following order to install according to technological requirement the present invention.
A, keel system are installed, with expansion bolt according to a determining deviation with U type sky keel 11, keel 12, keelson 15 be connected with the building top sound construction, C type centre keel 13 is installed then, U type stull keel 14 are installed again (for strengthening sealing effectiveness, the cotton felt 19 of cushioning 10mm heavy sheet glass between keel and structural plane, because body of wall adopts sliding connection structure, so centre keel 13 with the sky keel 11, keel 12 can not be connected, stull keel 14 also can not be connected with keelson 15, and centre keel 13 tops need stay 20mm to do the processing of sliding.Centre keel 13 is fixed with stull keel 14 usefulness pulling rivets or fast-assembling clipper joint).
B, erection equipment pipeline, opposite house, window, place, hole carry out consolidation process, and carry out the hidden examination of keel system.
C, fill rock wool 2 (or glass wool, filling is even, closely knit, do not have and be scattered).
D, withstand voltage refractory plasterboard 3 are installed, and with tapping screw 10 withstand voltage refractory plasterboard 3 successively are fixed on the keel system.For guaranteeing that body of wall is slidingly connected, gypsum plank 3 is all fixing with keel 11,12,15, and gypsum plank 3 will reserve certain interval with structural plane, handles with sealing compound 8, and each layer gypsum plank should be avoided straight joint.
E, reinforcing angle are installed, and will fix according to a determining deviation through antiseptic angle steel 18 usefulness expansion bolts.
F, subsides cracking resistance wall cloth 7, the exposed junction to tapping screw 10 carries out preservative treatment earlier, and the seam and the pit of withstand voltage refractory plasterboard 3 are filled and led up with putty, expire Puttying again to wall surface levelling, paste cracking resistance wall cloth 7.
After testing, the testing result of deformation of wall performance test of the present invention is as follows:
1200Pa 1s pressing time keeps 15s, and test specimen does not have visible change;
1800Pa 1s pressing time keeps 15s, and test specimen does not have visible change;
2400Pa 1s pressing time keeps 15s, and test specimen does not have visible change;
3600Pa 1s pressing time keeps 15s, and test specimen does not have visible change;
4800Pa 1s pressing time keeps 15s, and test specimen does not have visible change.
This shows that the present invention can satisfy fire-smothering gear is not less than 700MPa to the body of wall withstand voltage requirement.
In sum; it below only is preferred embodiment of the present invention; be not to be used to limit protection scope of the present invention; for example; as shown in Figure 4, keel of the present invention also can adopt the structure of double keel, therefore; all any modifications of being done within the spirit and principles in the present invention, be equal to replacement, improvement etc., all should be included within protection scope of the present invention.
Claims (6)
1. a building gas explosion wall body structure is characterized in that, comprising: the lightgage steel joist skeleton, and filling has filler in the gap of described skeleton, and at least one side in the both sides of described skeleton is fitted with the above gypsum plank of one deck.
2. structure as claimed in claim 1 is characterized in that, described skeleton comprises C type sky keel, C type ground keel, C type centre keel and U type stull keel; Described C type sky keel are installed on the top structure of building by securing member, described C type ground keel are installed on the polycrystalline substance of building by securing member, described C type centre keel is installed between described C type sky keel and the ground keel, described U type stull keel are installed on the C type centre keel by securing member, and described U type stull keel and C type centre keel form cross-well word structure in length and breadth.
3. structure as claimed in claim 1 or 2 is characterized in that, has also sticked one deck anticracking wall cloth in the outside of described gypsum plank.
4. structure as claimed in claim 3 is characterized in that, described filler is rock wool or glass wool.
5. structure as claimed in claim 4 is characterized in that, the thickness of described C type sky keel, C type ground keel, C type centre keel and U type stull keel is 0.1cm.
6. structure as claimed in claim 5 is characterized in that, the thickness that described filler is filled is 10cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200910092085 CN102021952B (en) | 2009-09-14 | 2009-09-14 | Building gas explosion wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200910092085 CN102021952B (en) | 2009-09-14 | 2009-09-14 | Building gas explosion wall structure |
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| Publication Number | Publication Date |
|---|---|
| CN102021952A true CN102021952A (en) | 2011-04-20 |
| CN102021952B CN102021952B (en) | 2013-11-06 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200910092085 Active CN102021952B (en) | 2009-09-14 | 2009-09-14 | Building gas explosion wall structure |
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| CN (1) | CN102021952B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106703262A (en) * | 2016-12-13 | 2017-05-24 | 中国建筑第二工程局有限公司 | Fire-proof sealing structure in curtain wall interlayers designed based on raised flooring and construction method thereof |
| CN109853783A (en) * | 2019-01-23 | 2019-06-07 | 潍坊学院 | Assembling steel plate concrete shear wall structure and construction method |
| CN112814215A (en) * | 2020-12-31 | 2021-05-18 | 中建材创新科技研究院有限公司 | Partition wall and wall body mounting structure |
| CN113482395A (en) * | 2021-08-17 | 2021-10-08 | 上海市建筑科学研究院有限公司 | Structure and method for reinforcing shear wall with light wood structure |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA960014A (en) * | 1972-01-13 | 1974-12-31 | Canada Square Corporation Limited | Fire resistant wall structure |
| CN2343237Y (en) * | 1998-12-11 | 1999-10-13 | 刘晋 | Gypsum shaving board light steel keel fire-wall |
| CN2343238Y (en) * | 1998-12-11 | 1999-10-13 | 刘晋 | Gypsum shaving board light steel keel fire-wall |
| CN2343239Y (en) * | 1998-12-11 | 1999-10-13 | 刘晋 | Gypsum shaving board light steel keel fire-wall |
| CN2510559Y (en) * | 2001-12-29 | 2002-09-11 | 刘晋 | Plant-fiber plaster-board light-settl-keel fire-retardant partition wall |
| CN201485996U (en) * | 2009-06-25 | 2010-05-26 | 中建三局东方装饰设计工程有限公司 | Gas fire-extinguishing explosion-proof light partition wall system |
| CN201581520U (en) * | 2009-09-14 | 2010-09-15 | 北新集团建材股份有限公司 | Building gas explosion wall structure |
-
2009
- 2009-09-14 CN CN 200910092085 patent/CN102021952B/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106703262A (en) * | 2016-12-13 | 2017-05-24 | 中国建筑第二工程局有限公司 | Fire-proof sealing structure in curtain wall interlayers designed based on raised flooring and construction method thereof |
| CN109853783A (en) * | 2019-01-23 | 2019-06-07 | 潍坊学院 | Assembling steel plate concrete shear wall structure and construction method |
| CN109853783B (en) * | 2019-01-23 | 2024-03-15 | 潍坊学院 | Assembled steel plate concrete shear wall structure and construction method |
| CN112814215A (en) * | 2020-12-31 | 2021-05-18 | 中建材创新科技研究院有限公司 | Partition wall and wall body mounting structure |
| CN113482395A (en) * | 2021-08-17 | 2021-10-08 | 上海市建筑科学研究院有限公司 | Structure and method for reinforcing shear wall with light wood structure |
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| Publication number | Publication date |
|---|---|
| CN102021952B (en) | 2013-11-06 |
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