CN202611015U - Junction self-locking type assembly wall body - Google Patents
Junction self-locking type assembly wall body Download PDFInfo
- Publication number
- CN202611015U CN202611015U CN 201220234814 CN201220234814U CN202611015U CN 202611015 U CN202611015 U CN 202611015U CN 201220234814 CN201220234814 CN 201220234814 CN 201220234814 U CN201220234814 U CN 201220234814U CN 202611015 U CN202611015 U CN 202611015U
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- locking
- cement
- junction
- wall
- wall body
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Abstract
The utility model relates to a material for a building, in particular to a junction self-locking type assembly wall body. The junction self-locking type assembly wall body comprises steel, concrete and cement column brackets and a plurality of foamed cement wall bodies arranged between the steel, concrete and cement column brackets, wherein the foamed cement wall bodies are fixedly connected with the steel, concrete and cement column brackets through semicircular steel tubes and screws and are connected with one another through cement locking columns; grooves matched with the cement locking columns are formed in the upper end faces, the lower end faces, the left end faces and the right end faces of the foamed cement wall bodies; through holes through which the screws pass are formed in the semicircular steel tubes; screw holes matched with the screws are formed in corresponding positions of the steel, concrete and cement column brackets; and spliced corners of the four foamed cement wall bodies are connected through '+'-shaped locking columns. The junction self-locking type assembly wall body has sound isolation and shock absorption effects and is convenient to assemble; the construction working procedures are reduced; effects of improving the building engineering quality and quickening the speed are obvious.
Description
Technical field
The utility model relates to a kind of structure material, is specifically related to a kind of junction of the edges of two sheets of paper self-locking installing wall body.
Background technology
Building is to adopt reinforced concrete structure mostly at present, adopts the building masonry wall of this kind structure, can not reuse, and causes the very big wasting of resources.Perhaps adopt the foam cement body of wall, this body of wall has superior performances such as thermal insulation fire prevention, and can reuse, however this large-scale body of wall often be not easy to fix, bring certain difficulty to construction.
The utility model content
According to above deficiency of the prior art, the utility model technical problem to be solved is: a kind of acoustic insulation shock-proof effect that has is provided, and can improves the junction of the edges of two sheets of paper self-locking installing wall body of construction engineering quality and speed.
The utility model solves the technical scheme that its technical problem adopted: a kind of junction of the edges of two sheets of paper self-locking installing wall body; Comprise steel reinforced concrete concrete column support and place the identical foam cement body of wall of polylith between the steel reinforced concrete concrete column structure stand; It is characterized in that; Be connected with screw through the semicircle steel pipe between foam cement body of wall and the steel reinforced concrete concrete column support, connect through the cement locking column between the foam cement body of wall.
Be equipped with the groove that matches with the cement locking column on the upper surface of said foam cement body of wall, lower surface, left side, the right side.
Said semicircle steel pipe is provided with the through hole that makes screw pass, and the relevant position is provided with the screw hole that matches with screw on the said steel reinforced concrete concrete column support.
The place, splicing angle of said four foam cement bodies of wall uses "+" shape locking column to connect.
The place, splicing angle of two foam cement bodies of wall that said and steel reinforced concrete concrete column support are connected on one side simultaneously uses the connection of " T " shape steel pipe, and " T " shape steel pipe is provided with the through hole that makes screw pass.Through screw " T " shape steel pipe is fixed on the steel reinforced concrete concrete column support, thereby the position of adjacent two foam cement bodies of wall is also fixing.
Place, four angles of said steel reinforced concrete concrete column support adopts " L " shape steel pipe to be connected with the foam cement body of wall, and " L " shape steel pipe is provided with the through hole that makes screw pass.
Said neighboring walls parts binding site is provided with sealing mat.Sealant can be out of shape with the extruding of body of wall, can reach good sealing effectiveness, makes body of wall have better insulation, protection against the tide and heat insulation function.
During installation; Earlier on the steel reinforced concrete concrete column support of both sides, mark position line; According to required, with electric drill get out the semicircle steel pipe fixedly usefulness screw hole several, put into screw from the positive through hole of semicircle steel pipe again; Fixedly aperture through the semicircle steel pipe back side is fixed semicircle steel pipe and steel reinforced concrete concrete column support, and the mounting means of " T " shape steel pipe and " L " shape steel pipe is with the semicircle steel pipe.Middle mode enters in the steel reinforced concrete concrete column support successively after then the foam cement body of wall being adopted first both sides; This moment each foam cement body of wall between two semi-circular recesses to being combined into cylindrical space; Adopt first traverse, the perpendicular mode of inserting in back to insert in the cylindrical space cement locking column, make it mutual locking.Carrying out the superiors mid portions at last again handles: can with the foam cement body of wall cut out certain width laterally or the vertical edges distance, wait to have put the cement locking column after, with fragment of brick and cement back gauge is sealed.
The beneficial effect that the utility model had is:
Range of application when 1, having increased the building construction can be applicable to flat bed construction or high-rise building;
2, use this installing wall body, have sound insulation preferably and anti seismic efficiency;
3, easy for installation, use cost is lower, has reduced the recruitment number simultaneously, and especially bricklayer can basically need not;
4, can reduce working procedure, and then the reduction of erection time, efficiency of construction improved;
5, can, body of wall be provided with and reserve the pipeline corollary apparatus when install, and simple and convenient.
Description of drawings
Fig. 1 is a junction of the edges of two sheets of paper self-locking installing wall body master TV structure sketch map;
Fig. 2 is a foam cement wall body structure sketch map;
Fig. 3 is the cross-sectional structure sketch map of Fig. 1;
Fig. 4 is a cement locking column structural representation;
Fig. 5 is "+" shape locking column structural representation;
Fig. 6 is a half rounds tubular structure sketch map;
Fig. 7 is that " T " shape steel pipe master looks and the plan structure sketch map;
Fig. 8 is that " L " shape steel pipe master looks and the plan structure sketch map.
Among the figure: 1, steel reinforced concrete concrete column support; 2, foam cement body of wall; 3, cement locking column; 4, semicircle steel pipe; 5, screw; 6, groove; 7, "+" shape locking column; 8, " T " shape steel pipe; 9, " L " shape steel pipe; 10, through hole.
The specific embodiment
Below in conjunction with accompanying drawing and embodiment the utility model is further described:
Extremely shown in Figure 8 like Fig. 1; A kind of junction of the edges of two sheets of paper self-locking of the utility model installing wall body; Comprise steel reinforced concrete concrete column support 1 and place the identical foam cement body of wall 2 of polylith between the steel reinforced concrete concrete column structure stand 1; Be fixedly connected with screw 5 through semicircle steel pipe 4 between foam cement body of wall 2 and the steel reinforced concrete concrete column support 1, connect through cement locking column 3 between the foam cement body of wall 2.Wherein, Be equipped with the groove 6 that matches with cement locking column 3 on the upper surface of foam cement body of wall 2, lower surface, left side, the right side; Semicircle steel pipe 4 is provided with the through hole 10 that makes screw pass just; The relevant position is provided with the screw hole that matches with screw on the steel reinforced concrete concrete column support 1; Place, the splicing angle of four foam cement bodies of wall 2 uses "+" shape locking column 7 to connect, and the place, splicing angle of two foam cement bodies of wall 2 that are connected simultaneously with steel reinforced concrete concrete column support 1 on one side uses " T " shape steel pipe 8 to connect, and 1 four angles of steel reinforced concrete concrete column support are located employing " L " shape steel pipe 9 and are connected with foam cement body of wall 2.
During construction; Earlier on both sides steel reinforced concrete concrete column support 1, mark position line; According to required, with electric drill get out semicircle steel pipe 4 fixedly usefulness screw hole several, put into screw 5 from the positive through holes 10 of semicircle steel pipe 4 again; Fixedly aperture through semicircle steel pipe 4 back sides is fixing with steel reinforced concrete concrete column support 1 with semicircle steel pipe 4, and " T " shape steel pipe 8 is identical with semicircle steel pipe 4 with the mounting means of " L " shape steel pipe 9.Middle mode enters in the steel reinforced concrete concrete column support 1 successively after then foam cement body of wall 2 being adopted first both sides; Two 6 pairs of semi-circular recesses are combined into cylindrical space between each foam cement body of wall 2 at this moment; Adopt first traverse, the perpendicular mode of inserting in back to insert in the cylindrical space cement locking column 3, make it mutual locking.Carrying out the superiors mid portions at last again handles: can with 2 sections of foam cement bodies of wall go out certain width laterally or the vertical edges distance, as 20 centimetres, wait to have put cement locking column 3 after, with fragment of brick and cement back gauge is sealed.
Claims (9)
1. junction of the edges of two sheets of paper self-locking installing wall body; Comprise steel reinforced concrete concrete column support (1) and place the polylith foam cement body of wall (2) between the steel reinforced concrete concrete column structure stand (1); It is characterized in that; Be fixedly connected with screw (5) through semicircle steel pipe (4) between foam cement body of wall (2) and the steel reinforced concrete concrete column support (1), connect through cement locking column (3) between the foam cement body of wall (2).
2. junction of the edges of two sheets of paper self-locking installing wall body according to claim 1 is characterized in that, is equipped with the groove (6) that matches with cement locking column (3) on the upper surface of said foam cement body of wall (2), lower surface, left side, the right side.
3. junction of the edges of two sheets of paper self-locking installing wall body according to claim 1; It is characterized in that; Said semicircle steel pipe (4) is provided with the through hole (10) that makes screw (5) pass, and said steel reinforced concrete concrete column support (1) relevant position is provided with the screw hole that matches with screw (5).
4. junction of the edges of two sheets of paper self-locking installing wall body according to claim 1 is characterized in that, the place, splicing angle of said four foam cement bodies of wall (2) uses "+" shape locking column (7) to connect.
5. junction of the edges of two sheets of paper self-locking installing wall body according to claim 1 is characterized in that, said with steel reinforced concrete concrete column support (1) Yi Bian the splicing angle of the two foam cement bodies of wall (2) that are connected simultaneously place uses " T " shape steel pipe (8) to connect.
6. junction of the edges of two sheets of paper self-locking installing wall body according to claim 5 is characterized in that, said " T " shape steel pipe (8) is provided with the through hole (10) that makes screw (5) pass.
7. junction of the edges of two sheets of paper self-locking installing wall body according to claim 1 is characterized in that, place, (1) four angle of said steel reinforced concrete concrete column support uses " L " shape steel pipe (9) to be connected with foam cement body of wall (2).
8. junction of the edges of two sheets of paper self-locking installing wall body according to claim 7 is characterized in that, said " L " shape steel pipe (9) is provided with the through hole (10) that makes screw (5) pass.
9. junction of the edges of two sheets of paper self-locking installing wall body according to claim 1 is characterized in that the binding site of said neighboring walls parts is provided with sealing mat.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220234814 CN202611015U (en) | 2012-05-23 | 2012-05-23 | Junction self-locking type assembly wall body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220234814 CN202611015U (en) | 2012-05-23 | 2012-05-23 | Junction self-locking type assembly wall body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202611015U true CN202611015U (en) | 2012-12-19 |
Family
ID=47344726
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220234814 Expired - Fee Related CN202611015U (en) | 2012-05-23 | 2012-05-23 | Junction self-locking type assembly wall body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202611015U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103290952A (en) * | 2013-05-13 | 2013-09-11 | 东南大学 | Integrated assembled concrete frame and shear wall connection structure and construction method thereof |
| CN108560761A (en) * | 2018-06-27 | 2018-09-21 | 青岛美华海泰智能家居有限公司 | Plug-in type heat-preserving heat-insulating wall |
-
2012
- 2012-05-23 CN CN 201220234814 patent/CN202611015U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103290952A (en) * | 2013-05-13 | 2013-09-11 | 东南大学 | Integrated assembled concrete frame and shear wall connection structure and construction method thereof |
| CN108560761A (en) * | 2018-06-27 | 2018-09-21 | 青岛美华海泰智能家居有限公司 | Plug-in type heat-preserving heat-insulating wall |
| CN108560761B (en) * | 2018-06-27 | 2024-06-21 | 河北慧水新材料科技发展有限公司 | Plug-in type heat preservation and insulation wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121219 Termination date: 20210523 |
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| CF01 | Termination of patent right due to non-payment of annual fee |