CN103628599A - Earthquake-proof combination wall and manufacturing technology and formula thereof - Google Patents
Earthquake-proof combination wall and manufacturing technology and formula thereof Download PDFInfo
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- CN103628599A CN103628599A CN201310601671.9A CN201310601671A CN103628599A CN 103628599 A CN103628599 A CN 103628599A CN 201310601671 A CN201310601671 A CN 201310601671A CN 103628599 A CN103628599 A CN 103628599A
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- cement paste
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses an earthquake-proof combination wall. The earthquake-proof combination wall comprises a plurality of deformed steel bars, a plurality of springs and cement paste, wherein the springs are bundled into a grid-shaped frame, the deformed steel bars are arranged in the transverse direction and longitudinal direction and are fixedly connected with the grid-shaped frame, and the cement paste is attached to the outer side walls of the deformed steel bars and the grid-shaped frame in a pouring mode. As the grid-shaped frame formed by the springs in a bundled mode is arranged in the wall, the cement paste uses a reasonable formula, the manufactured wall is suitable in hardness, has a better elastic effect by being matched with the springs, is very suitable for being assembled into a template room after an earthquake, and can effectively avoid influence of aftershocks.
Description
Technical field
The present invention relates to a kind of building structure, particularly relate to a kind of antidetonation assembled wall and manufacturing process and formula.
Background technology
Because house is all built on the ground, the ripple in length and breadth that coming earthquake earthquake produces can make house produce huge waving, and house is collapsed.The wallboard of commonly using mostly adopts cement paste and screw-thread steel pouring to form, and its rigidity is had a surplus, and elasticity is not enough, and during earthquake, easily cracking is and broken, and anti-seismic performance is poor.
Summary of the invention
First object of the present invention is to provide a kind of have certain elasticity, antidetonation assembled wall that anti-seismic performance is good.
Second object of the present invention is to provide a kind of manufacturing process of antidetonation assembled wall simple to operate.
The 3rd object of the present invention is to provide the formula of the antidetonation assembled wall that a kind of anti-seismic performance is good.
For achieving the above object, technical solution of the present invention is:
The present invention is a kind of antidetonation assembled wall, and it comprises many screw-thread steels, many springs and cement paste; Many described springs are bundled into latticed framework, and many screw-thread steels are fixedly connected with along horizontal and vertical setting and with spring framework respectively, by the mode of watering, cement paste are attached on the lateral wall of screw-thread steel and spring framework.
Described spring framework forms by two, and two flat spring frameworks are separately fixed at the outside of screw-thread steel.
A cement paste formula for antidetonation assembled wall according to claim 1, it comprises following component by weight: lava 0.23-0.33, cement 0.4-0.8, cobble 3.8-4.7, river sand 2.2-2.6, breeze 0.4-0.8, water 0.59-0.65.
The present invention also provides a kind of manufacturing process of antidetonation assembled wall, and it comprises the following steps: (1) is first externally plugged spring and screw-thread steel, forms a framework; (2) then the framework consisting of screw-thread steel and spring is placed in mould; (3) cement paste is poured into mould from the grouting mouth of mould, after cement paste solidifies, make antidetonation assembled wall.
Adopt after such scheme, owing to being provided with by many springs and being bundled into latticed framework in body of wall of the present invention, and cement paste adopts rational formula, made wallboard hardness is suitable, add the cooperation of upper spring, there is good elastic effect, be well suited for rigging room after shake, can effectively avoid suffering the impact of aftershock.
Below in conjunction with the drawings and specific embodiments, the present invention is further illustrated.
Accompanying drawing explanation
Fig. 1 is three-dimensional exploded view of the present invention;
Fig. 2 is axonometric drawing of the present invention;
Fig. 3 is the axonometric drawing after screw-thread steel of the present invention and spring framework are fixed;
Fig. 4 is that the present invention waters schematic diagram;
Fig. 5 is that the present invention waters mould schematic diagram.
The specific embodiment
As shown in Figure 1-Figure 3, the present invention is a kind of antidetonation assembled wall, and it comprises many screw-thread steels 1, many springs 2 and cement paste 3.
Described many springs 2 are bundled into latticed framework, and many screw-thread steels 1 are fixedly connected with along horizontal and vertical setting and with spring 2 frameworks respectively, by the mode of watering, cement paste 3 are attached on the lateral wall of screw-thread steel 1 and spring 2 frameworks.In order to strengthen the elasticity of body of wall, described spring 2 frameworks form by two, and two flat spring 2 frameworks are separately fixed at the outside of screw-thread steel 1.
The present invention also provides a kind of manufacturing process of antidetonation assembled wall, and it comprises the following steps:
(1) first spring 2 and screw-thread steel 1 are externally plugged, form a framework;
(2), if Fig. 4 is with reference to as shown in figure 1, then the framework consisting of screw-thread steel 1 and spring 2 is placed in mould 10.
(3) if Fig. 5 is with reference to as shown in figure 1, described mould 10 is comprised of upper and lower two parts, by securing member 101, is fixed together.Cement paste 3 is poured into mould 10 from the grouting mouth 102 of mould 10, after cement paste 3 solidifies, make antidetonation assembled wall.
Described cement paste 3 formulas: it comprises following component by weight: lava 0.23-0.33, cement 0.4-0.8, cobble 3.8-4.7, river sand 2.2-2.6, breeze 0.4-0.8, water 0.59-0.65.
The performance specification of screw-thread steel of the present invention, spring and cement paste:
Emphasis of the present invention is just: in body of wall, be provided with spring.
The above, it is only preferred embodiment of the present invention, frame shape after spring is tied up can have multiple, as square, rectangle etc., therefore can not limit scope of the invention process with this, the equivalence of doing according to the present patent application the scope of the claims and description changes and modifies, and all should still remain within the scope of the patent.
Claims (4)
1. an antidetonation assembled wall, is characterized in that: it comprises many screw-thread steels, many springs and cement paste; Many described springs are bundled into latticed framework, and many screw-thread steels are fixedly connected with along horizontal and vertical setting and with spring framework respectively, by the mode of watering, cement paste are attached on the lateral wall of screw-thread steel and spring framework.
2. antidetonation assembled wall according to claim 1, is characterized in that: described spring framework at least consists of a slice, interts in the middle of spring in length and breadth.
3. a cement paste formula for antidetonation assembled wall according to claim 1, is characterized in that: it comprises following component by weight: lava 0.23-0.33, cement 0.4-0.8, cobble 3.8-4.7, river sand 2.2-2.6, breeze 0.4-0.8, water 0.59-0.65.
4. a manufacturing process for antidetonation assembled wall, is characterized in that: it comprises the following steps: (1) is first externally plugged spring and screw-thread steel, forms a framework; (2) then the framework consisting of screw-thread steel and spring is placed in mould; (3) cement paste is poured into mould from the grouting mouth of mould, after cement paste solidifies, make antidetonation assembled wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310601671.9A CN103628599A (en) | 2013-11-25 | 2013-11-25 | Earthquake-proof combination wall and manufacturing technology and formula thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310601671.9A CN103628599A (en) | 2013-11-25 | 2013-11-25 | Earthquake-proof combination wall and manufacturing technology and formula thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103628599A true CN103628599A (en) | 2014-03-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310601671.9A Pending CN103628599A (en) | 2013-11-25 | 2013-11-25 | Earthquake-proof combination wall and manufacturing technology and formula thereof |
Country Status (1)
| Country | Link |
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| CN (1) | CN103628599A (en) |
Citations (14)
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| JPH06193133A (en) * | 1992-12-25 | 1994-07-12 | Tokyu Constr Co Ltd | Mixed structure of building mainly made of reinforced concrete |
| CN1089321A (en) * | 1992-03-21 | 1994-07-13 | 张福全 | Shock-absorbing wall and forming method thereof |
| CN1636098A (en) * | 2002-02-21 | 2005-07-06 | 拉法基石膏公司 | Resilient brace |
| CN101131025A (en) * | 2006-08-23 | 2008-02-27 | 邓常志 | Frame type storied house wall board |
| CN101279832A (en) * | 2008-04-30 | 2008-10-08 | 武汉一冶建筑安装工程有限责任公司 | Composite mineral blending concrete with mixed coarse aggregate |
| CN101298813A (en) * | 2008-06-23 | 2008-11-05 | 孙万平 | Spring type antivibration disaster-free building |
| CN101307658A (en) * | 2008-06-10 | 2008-11-19 | 孙万平 | Spring type anti-seismic disaster-preventing architecture |
| CN201236492Y (en) * | 2008-06-13 | 2009-05-13 | 陈世荣 | House building structure |
| CN201746952U (en) * | 2009-05-26 | 2011-02-16 | 周顺伍 | Light sound-insulation and shock-absorption wall body |
| CN102182265A (en) * | 2011-03-22 | 2011-09-14 | 上海理想家园工程营造有限公司 | Multifunctional fast building formwork wallboard structure system |
| CN102220787A (en) * | 2011-04-14 | 2011-10-19 | 杜文娟 | Cooling and heat insulating method for external wall by using passage-type external wall building structure |
| CN202047502U (en) * | 2011-04-21 | 2011-11-23 | 张毅 | Shock-absorption wall |
| CN102444212A (en) * | 2011-04-14 | 2012-05-09 | 杜文娟 | Channel type cooling and heat-preserving building outer wall structure |
| CN203594155U (en) * | 2013-11-25 | 2014-05-14 | 上海中卉生态科技股份有限公司 | Wall body structure for shock-proof template houses |
-
2013
- 2013-11-25 CN CN201310601671.9A patent/CN103628599A/en active Pending
Patent Citations (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1089321A (en) * | 1992-03-21 | 1994-07-13 | 张福全 | Shock-absorbing wall and forming method thereof |
| JPH06193133A (en) * | 1992-12-25 | 1994-07-12 | Tokyu Constr Co Ltd | Mixed structure of building mainly made of reinforced concrete |
| CN1636098A (en) * | 2002-02-21 | 2005-07-06 | 拉法基石膏公司 | Resilient brace |
| CN101131025A (en) * | 2006-08-23 | 2008-02-27 | 邓常志 | Frame type storied house wall board |
| CN101279832A (en) * | 2008-04-30 | 2008-10-08 | 武汉一冶建筑安装工程有限责任公司 | Composite mineral blending concrete with mixed coarse aggregate |
| CN101307658A (en) * | 2008-06-10 | 2008-11-19 | 孙万平 | Spring type anti-seismic disaster-preventing architecture |
| CN201236492Y (en) * | 2008-06-13 | 2009-05-13 | 陈世荣 | House building structure |
| CN101298813A (en) * | 2008-06-23 | 2008-11-05 | 孙万平 | Spring type antivibration disaster-free building |
| CN201746952U (en) * | 2009-05-26 | 2011-02-16 | 周顺伍 | Light sound-insulation and shock-absorption wall body |
| CN102182265A (en) * | 2011-03-22 | 2011-09-14 | 上海理想家园工程营造有限公司 | Multifunctional fast building formwork wallboard structure system |
| CN102220787A (en) * | 2011-04-14 | 2011-10-19 | 杜文娟 | Cooling and heat insulating method for external wall by using passage-type external wall building structure |
| CN102444212A (en) * | 2011-04-14 | 2012-05-09 | 杜文娟 | Channel type cooling and heat-preserving building outer wall structure |
| CN202047502U (en) * | 2011-04-21 | 2011-11-23 | 张毅 | Shock-absorption wall |
| CN203594155U (en) * | 2013-11-25 | 2014-05-14 | 上海中卉生态科技股份有限公司 | Wall body structure for shock-proof template houses |
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| PB01 | Publication | ||
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| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20140312 |