CN104164941A - Steel frame pre-stressed waste-old tyre dwelling house system - Google Patents

Steel frame pre-stressed waste-old tyre dwelling house system Download PDF

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Publication number
CN104164941A
CN104164941A CN201410352306.3A CN201410352306A CN104164941A CN 104164941 A CN104164941 A CN 104164941A CN 201410352306 A CN201410352306 A CN 201410352306A CN 104164941 A CN104164941 A CN 104164941A
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China
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shaped steel
steel
tire
group
junked tire
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CN201410352306.3A
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CN104164941B (en
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魏群
刘尚蔚
魏鲁双
姜华
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North China University of Water Resources and Electric Power
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North China University of Water Resources and Electric Power
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Publication of CN104164941B publication Critical patent/CN104164941B/en
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Abstract

The invention discloses a steel frame pre-stressed waste-old tyre dwelling house system. The system massively utilizes whole waste and old tyres. The tyres are embedded into a building carrier plate and a wallboard so that a lot of building materials are saved. The tyre natural characteristics are changed by pre-stress application so that the strength consistency of the whole building carrier plate and wallboard is improved. A single head-movable frame is adopted so that when a pre-stress is applied to one end, through tyre deformation, pre-stress effects are produced around the frame. The wallboard can be processed to form a standard unit plate and through splicing, a wall can be fast assembled. The steel frame pre-stressed waste-old tyre dwelling house system can realize building industrialized production and fast construction and improve a building construction speed.

Description

Steel frame prestressing force junked tire dwelling house system
Technical field
The present invention relates to the technical field that junked tire is recycled, particularly relate to a kind of steel frame prestressing force junked tire dwelling house system.
Background technology
Raising along with the popularity of automobile, the discarded object being produced by automobile is also more and more, such as the trend of waste tire of automobile output in rising year by year, in prior art, be all to adopt the mode of pulverizing to reclaim doughnut, the rubber raw materials that reclaims the inside carries out secondary operations and applies, the additive of pitch is laid or made to the runway that is generally used for athletic ground, the complex process of whole removal process, need to cut, reel off raw silk from cocoons, broken relevant device, cause cost recovery too high, Raw material processing cost after recovery is high, these are all unfavorable factors for the recovery of junked tire.
Summary of the invention
Of the present invention for addressing the above problem, a kind of steel frame prestressing force junked tire dwelling house system is provided, recycling junked tire that can be quick, a large amount of, its activities is simple, practicality.
Technical scheme of the present invention is: a kind of steel frame prestressing force junked tire dwelling house system, comprise floor support plate and wallboard, described floor support plate comprise in length and breadth the squarely of arranging junked tire several, be centered around the structural steel frame of junked tire surrounding, some parallel prestress wires longitudinally or be horizontally through the shaped steel of junked tire and opposite side, steel strand apply prestressing force in the outside of shaped steel by tightening nut, every three of described prestress wire becomes one group, the cross section of every group is triangularly arranged, two steel strand in each group near the same side at grade, between adjacent steel twisted wire in every group, be connected with several reinforcing hounds and will between three steel strand, form trussed construction, described shaped steel is that cross section is the shaped steel of H, the sidepiece of the described tire keeping to the side snaps onto in the inner side slot of H shaped steel, described steel strand are through the web at H shaped steel middle part, described tightening nut is positioned at the external surface of the outer side slot inner close fitting H shape steel web of H shaped steel, the two ends of the H shaped steel of described wherein one group of opposite side are provided with slide head, in the inner side slot of the both sides shaped steel of other one group of contrast that this slide head inserts, in space between the inner inside tires of described framework and tire, be filled with light filler,
Described wallboard comprise in length and breadth the squarely of arranging junked tire several, be centered around the structural steel frame of junked tire surrounding, prestress wire passes the shaped steel of junked tire and opposite side in length and breadth, steel strand apply prestressing force in the outside of shaped steel by tightening nut, it is characterized in that: described shaped steel is that cross section is the shaped steel of H, the sidepiece of the described tire keeping to the side snaps onto in the inner side slot of H shaped steel, described steel strand are through the web at H shaped steel middle part, described tightening nut is positioned at the external surface of the outer side slot inner close fitting H shape steel web of H shaped steel, the two ends of the H shaped steel of described wherein one group of opposite side are provided with slide head, in the inner side slot of the both sides shaped steel of other one group of contrast that this slide head inserts, in space between the inner inside tires of described framework and tire, be filled with light filler,
The position that described wallboard joins with floor support plate is connected by securing member or welds;
In ash wall body plate, be provided with the interior steel frame of door and window, inner frame and outside framework are positioned at same plane inside, and described inner frame is parallel with the corresponding sides of outside framework, between inner frame and outside framework, are furnished with tire; Between corresponding sides between inner frame and outside framework, by steel strand, connect tensioning to tire prestressing force.
In the interior longitudinal or horizontal every skate tire of described floor support plate, has one group of steel strand at least.
On the upper surface of floor support plate, be provided with floor class architectural surface, at the soffit of floor support plate, be provided with ceiling class architectural surface.On a side of wallboard, be provided with decoration of exterior wall surface layer, this architectural surface is exterior wall coating material layer or is outdoor tile.The inner inserts of described wallboard and floor support plate is light weight concrete construction, or is waste crop straws.
A steel frame prestressing force junked tire dwelling house system, comprises spliced wall and floor support plate,
Described spliced wall comprises several wallboards, at least comprise two blocks of wallboards and be arranged on two connectors between ash wall body plate, described wallboard comprise in length and breadth the squarely of arranging junked tire several, be centered around the structural steel frame of junked tire surrounding, prestress wire passes the shaped steel of junked tire and opposite side in length and breadth, steel strand apply prestressing force in the outside of shaped steel by tightening nut, described shaped steel is that cross section is the shaped steel of H, the sidepiece of the described tire keeping to the side snaps onto in the inner side slot of H shaped steel, described steel strand are through the web at H shaped steel middle part, described tightening nut is positioned at the external surface of the outer side slot inner close fitting H shape steel web of H shaped steel, the two ends of the H shaped steel of described wherein one group of opposite side are provided with slide head, in the inner side slot of the both sides shaped steel of other one group of contrast that this slide head inserts, in space between the inner inside tires of described framework and tire, be filled with light filler, described connector is H shaped steel, the edge docking of the framework of two unit boards, the outer side slot of H shaped steel forms square opening relatively, it is inner that connector is positioned at this square opening, the shape of cross section of connector and the form fit of this square opening, be bolted to connection between the outer side slot of the H shaped steel of connector and two unit boards, the inside of this spliced wall is reserved with erection of doors and windows mouth, junction between adjacent wallboard forms column or the crossbeam of body of wall inside by shaped steel, to body of wall, provide support dynamics, the cavity forming after the docking of H shaped steel, can also be used as water power poling hole, only need when assembled, pipeline be placed to cavity inside in advance
Described floor support plate comprise in length and breadth the squarely of arranging junked tire several, be centered around the structural steel frame of junked tire surrounding, some parallel prestress wires longitudinally or be horizontally through the shaped steel of junked tire and opposite side, steel strand apply prestressing force in the outside of shaped steel by tightening nut, every three of described prestress wire becomes one group, the cross section of every group is triangularly arranged, two steel strand in each group near the same side at grade, between adjacent steel twisted wire in every group, be connected with several reinforcing hounds and will between three steel strand, form trussed construction, described shaped steel is that cross section is the shaped steel of H, the sidepiece of the described tire keeping to the side snaps onto in the inner side slot of H shaped steel, described steel strand are through the web at H shaped steel middle part, described tightening nut is positioned at the external surface of the outer side slot inner close fitting H shape steel web of H shaped steel, the two ends of the H shaped steel of described wherein one group of opposite side are provided with slide head, in the inner side slot of the both sides shaped steel of other one group of contrast that this slide head inserts, in space between the inner inside tires of described framework and tire, be filled with light filler.
In the interior longitudinal or horizontal every skate tire of described floor support plate, has one group of steel strand at least.
On the upper surface of floor support plate, be provided with floor class architectural surface, at the soffit of floor support plate, be provided with ceiling class architectural surface.On a side of wallboard, be provided with decoration of exterior wall surface layer, this architectural surface is exterior wall coating material layer or is outdoor tile.
Beneficial effect of the present invention
The junked tire of a large amount of whole pieces that utilize of steel frame prestressing force junked tire dwelling house system of the present invention, tire can be embedded in floor support plate and wallboard, can save a large amount of constructional materialss, by applying prestressing force, change the characteristic of tire itself, thereby the intensity uniformity of whole floor support plate and wallboard is promoted, framework adopts the framework of single head activity, in the time of can at one end installing prestressing force additional in conjunction with the distortion of tire, in framework surrounding, form prestressed effect, this ash wall body plate can be made standardized unit board, by splicing, realize the assembling of body of wall, can realize the batch production of building produces, rapid construction now, improve the speed of application of building.
In floor support plate, prestress wire is reinforced diagonal brace in grouping connection again after tension, and the bulk strength of floor support plate is higher.Inserts is selected lightweight thing, can reduce the deadweight of floor support plate and wallboard.
Accompanying drawing explanation
Fig. 1 is one of the structural representation in separate room after steel frame prestressing force junked tire dwelling house system is installed;
Fig. 2 is the structural representation with window wallboard (not containing surface decoration layer) in Fig. 1;
Fig. 3 is the structural representation (not containing surface decoration layer) of the band door wallboard in Fig. 1;
Fig. 4 is the structural representation (not containing surface decoration layer) of the wallboard in Fig. 1;
Fig. 5 is the structural representation of the wallboard in Fig. 1;
Fig. 6 be wallboard in Fig. 4 not containing the structural representation of inserts;
Fig. 7 is the local enlarged diagram of Fig. 6;
Fig. 8 is the A-A cross-sectional view of Fig. 6;
Fig. 9 is the B-B cross-sectional view of Fig. 6;
Figure 10 is the structural representation (not containing surface decoration layer) of the floor support plate in Fig. 1;
Figure 11 is the local enlarged diagram of Figure 10;
Figure 12 is the A-A cross-sectional view of Figure 10;
Figure 13 is the left view of Figure 10;
Figure 14 is the schematic perspective view (not containing surface decoration layer) of Figure 10;
Figure 15 is the schematic perspective view (containing surface decoration layer) of Figure 10;
Figure 16 be separate room after steel frame prestressing force junked tire dwelling house system is installed structural representation two;
Figure 17 is the assembled structural representation of Figure 16 deadlight;
Figure 18 is the left view of Figure 17;
Figure 19 is the local enlarged diagram of Figure 18;
Figure 20 is the band window wallboard splicing structure schematic diagram in Figure 16;
Figure 21 is the band door wallboard splicing structure schematic diagram in Figure 16;
Figure 22 is the structural representation (not containing surface decoration layer) of the floor support plate in embodiment tri-and embodiment tetra-;
Figure 23 is the A-A cross-sectional view of Figure 22;
100. wallboards or spliced wall, 200. floor support plates in figure
Wherein 101-109 is wallboard component, and 101. shaped steel, 102. expenses subtract tire, 103. steel strand, 104. tightening nuts, 105. slide heads, 106. inserts, 107., 108. window frames, 109. architectural surfaces;
Wherein 201-208 is floor support plate component, 201. shaped steel, 202. junked tires, 203. steel strand, 204. hounds, 205. tightening nuts, 206. slide heads, 207. architectural surfaces, 208. inserts;
Wherein 1001. wallboards, 1002. bolts, 1003. connectors, 1004. windows, 1005..
The specific embodiment
Embodiment mono-: referring to Fig. 1-15, a kind of steel frame prestressing force junked tire dwelling house system in figure, comprise floor support plate and wallboard, described floor support plate comprise in length and breadth the squarely of arranging junked tire several, be centered around the structural steel frame of junked tire surrounding, some parallel prestress wires longitudinally or be horizontally through the shaped steel of junked tire and opposite side, steel strand apply prestressing force in the outside of shaped steel by tightening nut, every three of described prestress wire becomes one group, the cross section of every group is triangularly arranged, two steel strand in each group near the same side at grade, during use by many one the facing down of steel strand, can promote weight capacity, between adjacent steel twisted wire in every group, be connected with several reinforcing hounds and will between three steel strand, form trussed construction, described shaped steel is that cross section is the shaped steel of H, the sidepiece of the described tire keeping to the side snaps onto in the inner side slot of H shaped steel, described steel strand are through the web at H shaped steel middle part, described tightening nut is positioned at the external surface of the outer side slot inner close fitting H shape steel web of H shaped steel, the two ends of the H shaped steel of described wherein one group of opposite side are provided with slide head, in the inner side slot of the both sides shaped steel of other one group of contrast that this slide head inserts, in space between the inner inside tires of described framework and tire, be filled with light filler, described wallboard comprise in length and breadth the squarely of arranging junked tire several, be centered around the structural steel frame of junked tire surrounding, prestress wire passes the shaped steel of junked tire and opposite side in length and breadth, steel strand apply prestressing force in the outside of shaped steel by tightening nut, it is characterized in that: described shaped steel is that cross section is the shaped steel of H, the sidepiece of the described tire keeping to the side snaps onto in the inner side slot of H shaped steel, described steel strand are through the web at H shaped steel middle part, described tightening nut is positioned at the external surface of the outer side slot inner close fitting H shape steel web of H shaped steel, the two ends of the H shaped steel of described wherein one group of opposite side are provided with slide head, in the inner side slot of the both sides shaped steel of other one group of contrast that this slide head inserts, in space between the inner inside tires of described framework and tire, be filled with light filler, the position that described wallboard joins with floor support plate is connected by securing member or welds, in ash wall body plate, be provided with the interior steel frame of door and window, inner frame and outside framework are positioned at same plane inside, and described inner frame is parallel with the corresponding sides of outside framework, between inner frame and outside framework, are furnished with tire, between corresponding sides between inner frame and outside framework, by steel strand, connect tensioning to tire prestressing force.In the interior longitudinal or horizontal every skate tire of described floor support plate, has one group of steel strand at least.On the upper surface of floor support plate, be provided with floor class architectural surface, at the soffit of floor support plate, be provided with ceiling class architectural surface.On a side of wallboard, be provided with decoration of exterior wall surface layer, this architectural surface is exterior wall coating material layer or is outdoor tile.The inner inserts of described wallboard and floor support plate is light weight concrete construction, or is waste crop straws.H shaped steel, as frame section bar, can make full use of the grooved of shaped steel both sides, and is beneficial to the splicing of later stage polylith wallboard.
Embodiment bis-: Figure 16-Figure 21, Fig. 4-Figure 15, a kind of steel frame prestressing force junked tire dwelling house system in figure, comprise spliced wall and floor support plate, described spliced wall comprises several wallboards, at least comprise two blocks of wallboards and be arranged on two connectors between ash wall body plate, described wallboard comprise in length and breadth the squarely of arranging junked tire several, be centered around the structural steel frame of junked tire surrounding, prestress wire passes the shaped steel of junked tire and opposite side in length and breadth, steel strand apply prestressing force in the outside of shaped steel by tightening nut, it is characterized in that: described shaped steel is that cross section is the shaped steel of H, the sidepiece of the described tire keeping to the side snaps onto in the inner side slot of H shaped steel, described steel strand are through the web at H shaped steel middle part, described tightening nut is positioned at the external surface of the outer side slot inner close fitting H shape steel web of H shaped steel, the two ends of the H shaped steel of described wherein one group of opposite side are provided with slide head, in the inner side slot of the both sides shaped steel of other one group of contrast that this slide head inserts, in space between the inner inside tires of described framework and tire, be filled with light filler, described connector is H shaped steel, the edge docking of the framework of two unit boards, the outer side slot of H shaped steel forms square opening relatively, it is inner that connector is positioned at this square opening, the shape of cross section of connector and the form fit of this square opening, be bolted to connection between the outer side slot of the H shaped steel of connector and two unit boards, the inside of this spliced wall is reserved with erection of doors and windows mouth, junction between adjacent wallboard forms column or the crossbeam of body of wall inside by shaped steel, to body of wall, provide support dynamics, the cavity forming after the docking of H shaped steel, can also be used as water power poling hole, only need when assembled, pipeline be placed to cavity inside in advance.Described floor support plate comprise in length and breadth the squarely of arranging junked tire several, be centered around the structural steel frame of junked tire surrounding, some parallel prestress wires longitudinally or be horizontally through the shaped steel of junked tire and opposite side, steel strand apply prestressing force in the outside of shaped steel by tightening nut, every three of described prestress wire becomes one group, the cross section of every group is triangularly arranged, two steel strand in each group near the same side at grade, during use by many one the facing down of steel strand, can promote weight capacity, between adjacent steel twisted wire in every group, be connected with several reinforcing hounds and will between three steel strand, form trussed construction, described shaped steel is that cross section is the shaped steel of H, the sidepiece of the described tire keeping to the side snaps onto in the inner side slot of H shaped steel, described steel strand are through the web at H shaped steel middle part, described tightening nut is positioned at the external surface of the outer side slot inner close fitting H shape steel web of H shaped steel, the two ends of the H shaped steel of described wherein one group of opposite side are provided with slide head, in the inner side slot of the both sides shaped steel of other one group of contrast that this slide head inserts, in space between the inner inside tires of described framework and tire, be filled with light filler.In the interior longitudinal or horizontal every skate tire of described floor support plate, has one group of steel strand at least.On the upper surface of floor support plate, be provided with floor class architectural surface, at the soffit of floor support plate, be provided with ceiling class architectural surface.On a side of wallboard, be provided with decoration of exterior wall surface layer, this architectural surface is exterior wall coating material layer or is outdoor tile.
Embodiment tri-: referring to Figure 22-23, embodiment tri-and embodiment mono-are basic identical, and something in common does not repeat, and difference is there is no hound in the floor support plate in embodiment tri-.
Embodiment tetra-: referring to Figure 22-23, embodiment tetra-and embodiment bis-are basic identical, and something in common does not repeat, and difference is there is no hound in the floor support plate in embodiment tetra-.
  

Claims (9)

1. a steel frame prestressing force junked tire dwelling house system, comprises floor support plate and wallboard,
Described floor support plate comprise in length and breadth the squarely of arranging junked tire several, be centered around the structural steel frame of junked tire surrounding, some parallel prestress wires longitudinally or be horizontally through the shaped steel of junked tire and opposite side, steel strand apply prestressing force in the outside of shaped steel by tightening nut, every three of described prestress wire becomes one group, the cross section of every group is triangularly arranged, two steel strand in each group near the same side at grade, between adjacent steel twisted wire in every group, be connected with several reinforcing hounds and will between three steel strand, form trussed construction, described shaped steel is that cross section is the shaped steel of H, the sidepiece of the described tire keeping to the side snaps onto in the inner side slot of H shaped steel, described steel strand are through the web at H shaped steel middle part, described tightening nut is positioned at the external surface of the outer side slot inner close fitting H shape steel web of H shaped steel, the two ends of the H shaped steel of described wherein one group of opposite side are provided with slide head, in the inner side slot of the both sides shaped steel of other one group of contrast that this slide head inserts, in space between the inner inside tires of described framework and tire, be filled with light filler,
Described wallboard comprise in length and breadth the squarely of arranging junked tire several, be centered around the structural steel frame of junked tire surrounding, prestress wire passes the shaped steel of junked tire and opposite side in length and breadth, steel strand apply prestressing force in the outside of shaped steel by tightening nut, it is characterized in that: described shaped steel is that cross section is the shaped steel of H, the sidepiece of the described tire keeping to the side snaps onto in the inner side slot of H shaped steel, described steel strand are through the web at H shaped steel middle part, described tightening nut is positioned at the external surface of the outer side slot inner close fitting H shape steel web of H shaped steel, the two ends of the H shaped steel of described wherein one group of opposite side are provided with slide head, in the inner side slot of the both sides shaped steel of other one group of contrast that this slide head inserts, in space between the inner inside tires of described framework and tire, be filled with light filler,
The position that described wallboard joins with floor support plate is connected by securing member or welds;
In ash wall body plate, be provided with the interior steel frame of door and window, inner frame and outside framework are positioned at same plane inside, and described inner frame is parallel with the corresponding sides of outside framework, between inner frame and outside framework, are furnished with tire; Between corresponding sides between inner frame and outside framework, by steel strand, connect tensioning to tire prestressing force.
2. steel frame prestressing force junked tire dwelling house system according to claim 1, is characterized in that: in the interior longitudinal or horizontal every skate tire of described floor support plate, have one group of steel strand at least.
3. steel frame prestressing force junked tire dwelling house system according to claim 1, is characterized in that: on the upper surface of floor support plate, be provided with floor class architectural surface, at the soffit of floor support plate, be provided with ceiling class architectural surface.
4. steel frame prestressing force junked tire dwelling house system according to claim 1, is characterized in that: on a side of wallboard, be provided with decoration of exterior wall surface layer, this architectural surface is exterior wall coating material layer or is outdoor tile.
5. steel frame prestressing force junked tire dwelling house system according to claim 1, is characterized in that: the inner inserts of described wallboard and floor support plate is light weight concrete construction, or is waste crop straws.
6. a steel frame prestressing force junked tire dwelling house system, comprises spliced wall and floor support plate,
Described spliced wall comprises several wallboards, at least comprises two blocks of wallboards and is arranged on two connectors between ash wall body plate,
Described wallboard comprise in length and breadth the squarely of arranging junked tire several, be centered around the structural steel frame of junked tire surrounding, prestress wire passes the shaped steel of junked tire and opposite side in length and breadth, steel strand apply prestressing force in the outside of shaped steel by tightening nut, described shaped steel is that cross section is the shaped steel of H, the sidepiece of the described tire keeping to the side snaps onto in the inner side slot of H shaped steel, described steel strand are through the web at H shaped steel middle part, described tightening nut is positioned at the external surface of the outer side slot inner close fitting H shape steel web of H shaped steel, the two ends of the H shaped steel of described wherein one group of opposite side are provided with slide head, in the inner side slot of the both sides shaped steel of other one group of contrast that this slide head inserts, in space between the inner inside tires of described framework and tire, be filled with light filler, described connector is H shaped steel, the edge docking of the framework of two unit boards, the outer side slot of H shaped steel forms square opening relatively, it is inner that connector is positioned at this square opening, the shape of cross section of connector and the form fit of this square opening, be bolted to connection between the outer side slot of the H shaped steel of connector and two unit boards, the inside of this spliced wall is reserved with erection of doors and windows mouth, junction between adjacent wallboard forms column or the crossbeam of body of wall inside by shaped steel, to body of wall, provide support dynamics, the cavity forming after the docking of H shaped steel, can also be used as water power poling hole, only need when assembled, pipeline be placed to cavity inside in advance
Described floor support plate comprise in length and breadth the squarely of arranging junked tire several, be centered around the structural steel frame of junked tire surrounding, some parallel prestress wires longitudinally or be horizontally through the shaped steel of junked tire and opposite side, steel strand apply prestressing force in the outside of shaped steel by tightening nut, every three of described prestress wire becomes one group, the cross section of every group is triangularly arranged, two steel strand in each group near the same side at grade, between adjacent steel twisted wire in every group, be connected with several reinforcing hounds and will between three steel strand, form trussed construction, described shaped steel is that cross section is the shaped steel of H, the sidepiece of the described tire keeping to the side snaps onto in the inner side slot of H shaped steel, described steel strand are through the web at H shaped steel middle part, described tightening nut is positioned at the external surface of the outer side slot inner close fitting H shape steel web of H shaped steel, the two ends of the H shaped steel of described wherein one group of opposite side are provided with slide head, in the inner side slot of the both sides shaped steel of other one group of contrast that this slide head inserts, in space between the inner inside tires of described framework and tire, be filled with light filler.
7. steel frame prestressing force junked tire dwelling house system according to claim 6, is characterized in that: in the interior longitudinal or horizontal every skate tire of described floor support plate, have one group of steel strand at least.
8. steel frame prestressing force junked tire dwelling house system according to claim 6, is characterized in that: on the upper surface of floor support plate, be provided with floor class architectural surface, at the soffit of floor support plate, be provided with ceiling class architectural surface.
9. steel frame prestressing force junked tire dwelling house system according to claim 6, is characterized in that: on a side of wallboard, be provided with decoration of exterior wall surface layer, this architectural surface is exterior wall coating material layer or is outdoor tile.
CN201410352306.3A 2014-07-23 2014-07-23 Steel frame prestressing force junked tire dwelling house system Active CN104164941B (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106760039A (en) * 2017-02-14 2017-05-31 同济大学 The strong masonry structure of mud-rock-flow-impact ability is resisted using what obsolete material was built
CN114856249A (en) * 2022-06-22 2022-08-05 中铁十局集团有限公司 Prefabricated building prefabricated house and construction method thereof

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2019064039A1 (en) * 2017-09-27 2019-04-04 Thomas Segal Usage of discarded tyres for erecting

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3961682A (en) * 1973-12-05 1976-06-08 Hermann Hemscheidt Maschinenfabrik Sound-absorbing wall element
EP0181627A2 (en) * 1984-11-16 1986-05-21 Austria Metall Aktiengesellschaft Sound-insulating composite panel and its production method
CN1454143A (en) * 2000-08-25 2003-11-05 大谷满 Building material formed from recycled resources and installation method thereof
CN102979175A (en) * 2012-11-26 2013-03-20 北京工业大学 Industrialized multi-story high-rise assembled steel structure frame - prestressed eccentrically-braced system
CN102979173A (en) * 2012-11-26 2013-03-20 北京工业大学 Industrialized assembled multi-story high-rise steel structure prestressed eccentrically-braced system
CN103276806A (en) * 2013-06-10 2013-09-04 北京工业大学 Industrialized assembling type special-shaped column steel structure prestress eccentric supporting system
CN204152070U (en) * 2014-07-23 2015-02-11 华北水利水电大学 Steel frame prestressing force junked tire dwelling house system

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3961682A (en) * 1973-12-05 1976-06-08 Hermann Hemscheidt Maschinenfabrik Sound-absorbing wall element
EP0181627A2 (en) * 1984-11-16 1986-05-21 Austria Metall Aktiengesellschaft Sound-insulating composite panel and its production method
CN1454143A (en) * 2000-08-25 2003-11-05 大谷满 Building material formed from recycled resources and installation method thereof
CN102979175A (en) * 2012-11-26 2013-03-20 北京工业大学 Industrialized multi-story high-rise assembled steel structure frame - prestressed eccentrically-braced system
CN102979173A (en) * 2012-11-26 2013-03-20 北京工业大学 Industrialized assembled multi-story high-rise steel structure prestressed eccentrically-braced system
CN103276806A (en) * 2013-06-10 2013-09-04 北京工业大学 Industrialized assembling type special-shaped column steel structure prestress eccentric supporting system
CN204152070U (en) * 2014-07-23 2015-02-11 华北水利水电大学 Steel frame prestressing force junked tire dwelling house system

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106760039A (en) * 2017-02-14 2017-05-31 同济大学 The strong masonry structure of mud-rock-flow-impact ability is resisted using what obsolete material was built
CN114856249A (en) * 2022-06-22 2022-08-05 中铁十局集团有限公司 Prefabricated building prefabricated house and construction method thereof

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