CN104405074A - Energy-saving anti-seismic building board and construction method thereof - Google Patents
Energy-saving anti-seismic building board and construction method thereof Download PDFInfo
- Publication number
- CN104405074A CN104405074A CN201410671515.4A CN201410671515A CN104405074A CN 104405074 A CN104405074 A CN 104405074A CN 201410671515 A CN201410671515 A CN 201410671515A CN 104405074 A CN104405074 A CN 104405074A
- Authority
- CN
- China
- Prior art keywords
- stone
- energy
- sheet material
- seismic structure
- structure sheet
- 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
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention relates to a building structure, in particular to an energy-saving anti-seismic building board. The energy-saving anti-seismic building board comprises a profile steel frame composed of two I-shaped steels and two channel steels, wherein the upper and the lower ends of each channel steel are respectively welded at the left and right ends of each I-shaped steel; a reinforcing net I and a reinforcing net II are welded on the two surfaces of the profile steel frame; the reinforcing net I and the reinforcing net II are respectively embedded in a stone mortar layer I and a stone mortar layer II; a plurality of thermal insulation boards which are arranged at intervals are arranged between the stone mortar layer I and the stone mortar layer II, and the two sides of each thermal insulation board are tightly attached onto the inner surfaces of the stone mortar layer I and the stone mortar layer II; a gap between the adjacent thermal insulation boards is filled and irrigated by a stone mortar layer III. The energy-saving anti-seismic building board has the benefits that the anti-seismic performance and the environment friendliness are excellent, and the saving of building materials and energy sources can be maximized.
Description
Technical field
The present invention relates to a kind of building structure, be specifically related to a kind of energy-conserving anti-seismic structure sheet material.
Background technology
At present, existing most of building is all based on brick mix structure or frame construction, mainly there are following two shortcomings in the building of above-mentioned two kinds of structures: 1, construction cost is higher, not only needs the constructional materials of at substantial, and transport cost and labour cost all higher; 2, existing building deadweight is comparatively large, and structural burden is heavier, and particularly some ancient buildings, if meet the natural calamities such as earthquake, very easily collapse, and cause serious loss to the people's lives and property.
Summary of the invention
The object of the invention is to the technological deficiency that construction cost is high, building deadweight is larger solving the existence of above-mentioned prior art, there is provided a kind of shock resistance and environmental-protecting performance superior, can the energy-conserving anti-seismic structure sheet material of maximized saving constructional materials and the energy and construction method thereof.
Energy-conserving anti-seismic structure sheet material, its special character is to comprise the shaped steel frame be made up of two i iron 1 and two channel-section steels 2, the two ends up and down of two channel-section steels 2 are welded in the two ends, left and right of i iron 1 respectively, the two sides of shaped steel frame is all welded with reinforcing network I 3, reinforcing network II 8, reinforcing network I 3, reinforcing network II 8 is embedded in stone screed I 4 respectively, in stone screed II 6, polylith heat insulation board 5 is separately placed with between stone screed I 4 and stone screed II 6, stone screed I 4 is close in the both sides of heat insulation board 5, the inner surface of stone screed II 6, space between adjacent warming plate 5 is carried out filling by stone screed III 7 and is filled with real,
Described energy-conserving anti-seismic structure sheet material 11 can need to offer window 9 or doorway 10 according to design;
Described reinforcing network I 3, reinforcing network II 8 are wire gauze or steel mesh reinforcement, and the mesh width of wire gauze or steel mesh reinforcement is 5-10 centimetre, and the iron wire that wire gauze or steel mesh reinforcement use or bar diameter are 2-3 millimeter;
Described stone screed I 4, stone screed II 6, stone screed III 7 be by stone, sand, cement according to mass ratio for (1-2): (1-2): (1-1.5) mix after jolt ramming smash flat obtained, wherein, the diameter of stone is 1-10 millimeter;
Be spaced apart 1.5-2.5 centimetre between described adjacent heat insulation board 5, the thickness of stone screed III 7 is 1.5-2.5 centimetre;
The thickness of described stone screed I 4, stone screed II 6 is 2-3 centimetre, and the thickness of heat insulation board 5 is 14-15 centimetre;
The construction method of energy-conserving anti-seismic structure sheet material, its special character is to comprise the following steps:
1, the two ends up and down of two channel-section steels 2 are welded in the two ends, left and right of two i iron 1, form shaped steel frame;
2, in the one side of shaped steel frame, reinforcing network I 3 is installed;
3, by stone, sand, cement three mixing, fill on reinforcing network I 3, jolt ramming forms the stone screed I 4 centered by reinforcing network I 3 after smashing and putting down;
4, warming plate is divided into multiple cuboid heat insulation board 5, separately be positioned on stone screed I 4, fill with real with stone mortar between adjacent heat insulation board 5, form stone screed III 7;
5, on shaped steel frame, one deck reinforcing network II 8 is installed again;
6, by stone, sand, cement three mixing, fill on reinforcing network II 8, jolt ramming forms the stone screed II 6 centered by reinforcing network II 8 after smashing and putting down;
7, after carrying out leveling, namely energy-conserving anti-seismic structure sheet material obtained to stone screed I 4, stone screed II 6;
8, multiple energy-conserving anti-seismic structure sheet material 11 is assembled successively mutually according to the design shape of building.
Stone screed I 4 described in step 3) or step 6), stone screed II 6, stone screed III 7 are (1-2) by stone, sand, cement according to mass ratio: (1-2): after 1 mixing, jolt ramming is smash flat obtained, wherein, the diameter of stone is 1-10 millimeter; Step 2) or step 5) described in reinforcing network I 3, reinforcing network II 8 be wire gauze or steel mesh reinforcement, the mesh width of wire gauze or steel mesh reinforcement is 5-10 centimetre, and the iron wire that wire gauze or steel mesh reinforcement use or bar diameter are 2-3 millimeter; 1.5-2.5 centimetre is spaced apart described in step 4) between adjacent heat insulation board 5.
Be connected by securing member between the energy-conserving anti-seismic structure sheet material 11 of two pieces adjacent described in step 8) rectangular type arrangements, securing member 12 is C-shaped, the C side of securing member 12 is welded mutually with the channel-section steel 2 of wherein one block of energy-conserving anti-seismic structure sheet material, and the both sidewalls that the C type of securing member 12 is relative is welded mutually with the channel-section steel 2 of another block energy-conserving anti-seismic structure sheet material;
In order to make adjacent sheet metal connect as one more closely, described adjacent two boards material has been after in employing, securing member connected, then welding steel pressing plate 14 in the plane formed at securing member and two channel-section steels 2, thus again reinforced the connection by two boards material;
Be connected by securing member 12 between three blocks adjacent described in the step 8) energy-conserving anti-seismic structure sheet materials 11 in T-shaped arrangement, securing member 12 is in I shape, the both sides of the I shape upright arm of securing member 12 are welded mutually with the channel-section steel 2 of two blocks of energy-conserving anti-seismic structure sheet materials respectively, and the I shape soffit of securing member 12 welds mutually with the channel-section steel 2 of the 3rd block of energy-conserving anti-seismic structure sheet material;
In order to make adjacent sheet metal connect as one more closely, described three blocks of adjacent sheet materials have been after in employing, securing member connected, then welding steel pressing plate 14 in the plane formed at securing member and three channel-section steels 2, thus are again reinforced the connection by three blocks of sheet materials.
Energy-conserving anti-seismic structure plate construction of the present invention is reasonable in design, the shaped steel frame of two i iron and two channel-section steel formations is firm shockproof, and can strengthen according to the floor quantity of actual building or reduce the thickness of i iron and two channel-section steels, be as the criterion to reach load-bearing, be applicable to multilayer or highrise building, do not cave in when running into earthquake, distortion is slight, can maximizedly reduce the loss, heat insulation board instead of the filling brick structure of existing building, both add heat-insulating property, again saved a large amount of packing materials, thus alleviate the deadweight of building.The construction method of energy-conserving anti-seismic structure sheet material of the present invention is simple and direct, can greatly reduce artificial input.In sum, building board energy-saving earthquake-resistant of the present invention, sturdy and durable, at building field, there is good application prospect.
Accompanying drawing explanation
Fig. 1: the structural representation of energy-conserving anti-seismic structure sheet material of the present invention;
The A-A of Fig. 2: Fig. 1 cuts open structural representation;
Fig. 3: structural representation energy-conserving anti-seismic structure sheet material of the present invention being offered window;
Fig. 4: structural representation energy-conserving anti-seismic structure sheet material of the present invention being offered doorway;
Fig. 5: the structural representation that the energy-conserving anti-seismic structure sheet material that two pieces of adjacent rectangular types of the present invention arrange is assembled mutually;
Fig. 6: the structural representation of steel plate pressing plate of the present invention;
Fig. 7: three pieces of adjacent structural representations assembled mutually in the energy-conserving anti-seismic structure sheet material of T-shaped arrangement of the present invention.
In figure: 1, i iron; 2, channel-section steel; 3, reinforcing network I; 4, stone screed I; 5, heat insulation board; 6, stone screed II; 7, stone screed III; 8, reinforcing network II; 9, window; 10, doorway; 11, energy-conserving anti-seismic structure sheet material; 12, securing member; 14, steel plate pressing plate.
Detailed description of the invention
Provide the specific embodiment of the present invention below with reference to accompanying drawing, be used for that the present invention is described further.
Embodiment 1
The energy-conserving anti-seismic structure sheet material of the present embodiment, with reference to accompanying drawing 1-6, comprise the shaped steel frame be made up of two i iron 1 and two channel-section steels 2, the two ends up and down of two channel-section steels 2 are welded in the two ends, left and right of i iron 1 respectively, the two sides of shaped steel frame is all welded with reinforcing network I 3, reinforcing network II 8, reinforcing network I 3, reinforcing network II 8 is embedded in stone screed I 4 respectively, in stone screed II 6, polylith heat insulation board 5 is separately placed with between stone screed I 4 and stone screed II 6, stone screed I 4 is close in the both sides of heat insulation board 5, the inner surface of stone screed II 6, space between adjacent warming plate 5 is carried out filling by stone screed III 7 and is filled with real, energy-conserving anti-seismic structure sheet material can need to offer window 9 or doorway 10 according to design, reinforcing network I 3, reinforcing network II 8 is wire gauze or steel mesh reinforcement, the mesh width of wire gauze or steel mesh reinforcement is 5-10 centimetre, the iron wire that wire gauze or steel mesh reinforcement use or bar diameter are 2-3 millimeter, stone screed I 4, stone screed II 6, stone screed III 7 be by stone, sand, cement according to mass ratio for (1-2): (1-2): (1-1.5) mix after jolt ramming smash flat obtained, wherein, the diameter of stone is 1-10 millimeter, be spaced apart 1.5-2.5 centimetre between adjacent heat insulation board 5, the thickness of stone screed III 7 is 1.5-2.5 centimetre, the thickness of stone screed I 4, stone screed II 6 is 2-3 centimetre, and the thickness of heat insulation board 5 is 14-15 centimetre.
The construction method of the energy-conserving anti-seismic structure sheet material of the present embodiment, comprises the following steps:
1, the two ends up and down of two channel-section steels 2 are welded in the two ends, left and right of two i iron 1, form shaped steel frame;
2, install reinforcing network I 3 in the one side of shaped steel frame, reinforcing network I 3 is wire gauze or steel mesh reinforcement, and the mesh width of wire gauze or steel mesh reinforcement is 5-10 centimetre, and the iron wire that wire gauze or steel mesh reinforcement use or bar diameter are 2-3 millimeter;
3, by stone, sand, cement three mixing, fill on reinforcing network I 3, after jolt ramming is smash and is put down, form the stone screed I 4 centered by reinforcing network I 3, stone screed I 4 be by stone, sand, cement according to mass ratio for (1-2): (1-2): after 1 mixing, jolt ramming is smash flat obtained, wherein, the diameter of stone is 1-10 millimeter;
4, warming plate is divided into multiple cuboid heat insulation board 5, separately be positioned on stone screed I 4, fill with real with stone mortar between adjacent heat insulation board 5, form stone screed III 7, between adjacent heat insulation board 5, be spaced apart 1.5-2.5 centimetre;
5, on shaped steel frame, install one deck reinforcing network II 8 again, reinforcing network II 8 is wire gauze or steel mesh reinforcement, and the mesh width of wire gauze or steel mesh reinforcement is 5-10 centimetre, and the iron wire that wire gauze or steel mesh reinforcement use or bar diameter are 2-3 millimeter;
6, by stone, sand, cement three mixing, fill on reinforcing network II 8, after jolt ramming is smash and is put down, form the stone screed II 6 centered by reinforcing network II 8, stone screed II 6 be by stone, sand, cement according to mass ratio for (1-2): (1-2): after 1 mixing, jolt ramming is smash flat obtained, wherein, the diameter of stone is 1-10 millimeter;
7, after carrying out leveling, namely energy-conserving anti-seismic structure sheet material obtained to stone screed I 4, stone screed II 6;
8, multiple energy-conserving anti-seismic structure sheet material 11 is assembled successively mutually according to the design shape of building, if the energy-conserving anti-seismic structure sheet material 11 at right angles type arrangement that two pieces adjacent, then the two is connected by C type securing member 12, the C type side of securing member 12 is welded mutually with the channel-section steel 2 of wherein one block of energy-conserving anti-seismic structure sheet material, and the both sidewalls that the C type of securing member 12 is relative is welded mutually with the channel-section steel 2 of another block energy-conserving anti-seismic structure sheet material; Connect as one more closely to make two blocks of adjacent energy-conserving anti-seismic structure sheet materials 11, adjacent two boards material is after employing securing member has connected, welding steel pressing plate 14 in the plane formed at securing member and two channel-section steels 2 again, thus two boards material is reinforced the connection again.
The energy-conserving anti-seismic structure sheet material that above-mentioned construction method obtains arrives hard after date admittedly and can install, and is specially:
1, every block energy-conserving anti-seismic structure sheet material is allocated and transported to building site;
2, lift on set basis;
3, adopt securing member that every block energy-conserving anti-seismic structure sheet material is reinforced welding;
4, fill with flat with foaming, floating by cement mortar outside energy-conserving anti-seismic structure sheet material;
5, ground galvanized sheet of constructing is pressed into mould, and lay reinforcing bar at the bottom of mould, plane lays wire gauze, fills with flat jolt ramming with C30 cement stone mortar.
Embodiment 2
The difference of the present embodiment and embodiment 1 is: step 8), multiple energy-conserving anti-seismic structure sheet material 11 is assembled successively mutually according to the design shape of building, if adjacent three blocks of energy-conserving anti-seismic structure sheet materials 11 are in T-shaped arrangement, then be connected by the securing member 12 in I shape, the both sides of the I shape upright arm of securing member 12 are welded mutually with the channel-section steel 2 of two blocks of energy-conserving anti-seismic structure sheet materials respectively, the I shape soffit of securing member 12 welds mutually with the channel-section steel 2 of the 3rd block of energy-conserving anti-seismic structure sheet material, connect as one more closely to make adjacent sheet metal, described three blocks of adjacent sheet materials are after employing securing member has connected, welding steel pressing plate 14 in the plane formed at securing member and three channel-section steels 2 again, thus three blocks of sheet materials are reinforced the connection again.
Energy-conserving anti-seismic structure sheet material of the present invention have employed the advanced prefabricated new technology of plate, inside have employed the firm shockproof properties of steel work, can how many according to floor, according to designing requirement, strengthen or reduce the thickness of steel work, be as the criterion to reach each layer load-bearing, be more suitable for multilayer or highrise building.Not easily cave in when running into large earthquake, distortion is slight, can reduce the loss to a great extent, the modern heat insulating material of reasonable employment, instead of various filling brick structure, both added heat-insulating property, again save a large amount of packing materials to drop into, thus alleviate building deadweight, serve energy-conserving action, improve soundness and shock resistance.
Proved by a large amount of building operations experiment, adopt energy-conserving anti-seismic structure sheet material of the present invention, the cement of 70% can be saved, the body of wall saving 98% fills brick, rolled steel dosage adds 25%, heat insulating material consumption adds 50%, and shock resistance and environmental-protecting performance, heat-insulating property are superior, can maximized saving constructional materials and the energy.
Claims (10)
1. energy-conserving anti-seismic structure sheet material, it is characterized in that comprising the shaped steel frame be made up of two i iron (1) and two channel-section steels (2), the two ends up and down of two channel-section steels (2) are welded in the two ends, left and right of i iron (1) respectively, the two sides of shaped steel frame is all welded with reinforcing network I (3), reinforcing network II (8), reinforcing network I (3), reinforcing network II (8) is embedded in stone screed I (4) respectively, in stone screed II (6), polylith heat insulation board separately (5) is placed with between stone screed I (4) and stone screed II (6), stone screed I (4) is close in the both sides of heat insulation board (5), the inner surface of stone screed II (6), space between adjacent warming plate (5) is carried out filling by stone screed III (7) and is filled with real.
2., according to energy-conserving anti-seismic structure sheet material according to claim 1, it is characterized in that described energy-conserving anti-seismic structure sheet material can need to offer window (9) or doorway (10) according to design.
3. according to the energy-conserving anti-seismic structure sheet material described in claim 1 or 2, it is characterized in that described reinforcing network I (3), reinforcing network II (8) is wire gauze or steel mesh reinforcement, the mesh width of wire gauze or steel mesh reinforcement is 5-10 centimetre, and the iron wire that wire gauze or steel mesh reinforcement use or bar diameter are 2-3 millimeter.
4. according to the energy-conserving anti-seismic structure sheet material described in claim 1 or 2, it is characterized in that described stone screed I (4), stone screed II (6), stone screed III (7) is by stone, sand, cement is (1-2) according to mass ratio: (1-2): after (1-1.5) mixing, jolt ramming is smash flat obtained, wherein, the diameter of stone is 1-10 millimeter, 1.5-2.5 centimetre is spaced apart between adjacent heat insulation board (5), the thickness of stone screed III (7) is 1.5-2.5 centimetre, stone screed I (4), the thickness of stone screed II (6) is 2-3 centimetre, the thickness of heat insulation board (5) is 14-15 centimetre.
5. the construction method of energy-conserving anti-seismic structure sheet material, is characterized in that comprising the following steps:
1), the two ends up and down of two channel-section steels (2) are welded in the two ends, left and right of two i iron (1), form shaped steel frame;
2), in the one side of shaped steel frame, reinforcing network I (3) is installed;
3), by stone, sand, cement three mixing, fill on reinforcing network I (3), jolt ramming forms the stone screed I (4) centered by reinforcing network I (3) after smashing and putting down;
4), by warming plate be divided into multiple cuboid heat insulation board (5), separately be positioned on stone screed I (4), fill with real with stone mortar between adjacent heat insulation board (5), form stone screed III (7);
5), one deck reinforcing network II (8) is installed on shaped steel frame again;
6), by stone, sand, cement three mixing, fill on reinforcing network II (8), jolt ramming forms the stone screed II (6) centered by reinforcing network II (8) after smashing and putting down;
7), after carrying out leveling, namely energy-conserving anti-seismic structure sheet material obtained to stone screed I (4), stone screed II (6);
8), multiple energy-conserving anti-seismic structure sheet material (11) is assembled successively mutually according to the design shape of building.
6. according to the construction method of energy-conserving anti-seismic structure sheet material according to claim 5, it is characterized in that stone screed I (4) described in step 3) or step 6), stone screed II (6), stone screed III (7) be by stone, sand, cement according to mass ratio for (1-2): (1-2): after 1 mixing, jolt ramming is smash flat obtained, wherein, the diameter of stone is 1-10 millimeter; Step 2) or step 5) described in reinforcing network I (3), reinforcing network II (8) be wire gauze or steel mesh reinforcement, the mesh width of wire gauze or steel mesh reinforcement is 5-10 centimetre, and the iron wire that wire gauze or steel mesh reinforcement use or bar diameter are 2-3 millimeter; 1.5-2.5 centimetre is spaced apart between adjacent heat insulation board described in step 4) (5).
7. according to the construction method of the energy-conserving anti-seismic structure sheet material described in claim 5 or 6, it is characterized in that being connected by securing member between the energy-conserving anti-seismic structure sheet material 11 that two pieces of rectangular types adjacent described in step 8) arrange, securing member (12) is C-shaped, the C type side of securing member (12) is welded mutually with the channel-section steel (2) of wherein one block of energy-conserving anti-seismic structure sheet material, and the both sidewalls that the C type of securing member (12) is relative is welded mutually with the channel-section steel (2) of another block energy-conserving anti-seismic structure sheet material.
8. according to the construction method of energy-conserving anti-seismic structure sheet material according to claim 7, it is characterized in that described adjacent two boards material is after employing securing member has connected, welding steel pressing plate (14) in the plane formed at securing member and two channel-section steels (2) again, thus two boards material is reinforced the connection again.
9. according to the construction method of the energy-conserving anti-seismic structure sheet material described in claim 5 or 6, it is characterized in that being connected by securing member (12) between three blocks of energy-conserving anti-seismic structure sheet materials (11) arranged in T-shaped adjacent described in step 8), securing member (12) is in I shape, the both sides of the I shape upright arm of securing member (12) are welded mutually with the channel-section steel (2) of two blocks of energy-conserving anti-seismic structure sheet materials respectively, and the I shape soffit of securing member (12) welds mutually with the channel-section steel (2) of the 3rd block of energy-conserving anti-seismic structure sheet material.
10. according to the construction method of energy-conserving anti-seismic structure sheet material according to claim 9, it is characterized in that described three blocks of adjacent sheet materials are after employing securing member has connected, welding steel pressing plate (14) in the plane formed at securing member and three channel-section steels (2) again, thus three blocks of sheet materials are reinforced the connection again.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410671515.4A CN104405074A (en) | 2014-11-21 | 2014-11-21 | Energy-saving anti-seismic building board and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410671515.4A CN104405074A (en) | 2014-11-21 | 2014-11-21 | Energy-saving anti-seismic building board and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104405074A true CN104405074A (en) | 2015-03-11 |
Family
ID=52642732
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410671515.4A Pending CN104405074A (en) | 2014-11-21 | 2014-11-21 | Energy-saving anti-seismic building board and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104405074A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105839813A (en) * | 2016-05-24 | 2016-08-10 | 北京工业大学 | Assembly type thermal insulation energy saving wall board with groovechannel steel connection piece, and manufacture method thereof |
| CN109518839A (en) * | 2019-01-12 | 2019-03-26 | 王宗平 | Foamed cement wall exempts from demoulding integration perfusion technique |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3822764A (en) * | 1971-11-25 | 1974-07-09 | Saint Gobain | Structural elements having highly improved soundproofing characteristics |
| CN2480446Y (en) * | 2001-06-14 | 2002-03-06 | 任伟光 | Light thermo-insulating wall |
| CN201011040Y (en) * | 2007-03-21 | 2008-01-23 | 罗国军 | Multi-layer compound heat preserving light gypsum board |
| CN201033910Y (en) * | 2007-04-30 | 2008-03-12 | 王庆云 | Lightweight energy-saving building board |
| CN201137246Y (en) * | 2007-12-19 | 2008-10-22 | 朱家杰 | Enhancement type light weight heat insulation composite partition board |
| CN102828573A (en) * | 2012-09-06 | 2012-12-19 | 江苏赛特钢结构有限公司 | Compressed-steel sandwich combination wallboard |
| CN103015619A (en) * | 2012-12-27 | 2013-04-03 | 南京工业大学 | Novel composite partition ribbon board and production process thereof |
| CN203583771U (en) * | 2013-12-09 | 2014-05-07 | 刘爱民 | Double-layer extruded-board double-vane wire-frame concrete sandwich composite thermal-insulation external wallboard |
| CN203583768U (en) * | 2013-12-09 | 2014-05-07 | 刘爱民 | Double-blade steel wire net concrete sandwich composite heat-insulation external wall panel |
| CN204238432U (en) * | 2014-11-21 | 2015-04-01 | 郭玉林 | Energy-conserving anti-seismic structure sheet material |
-
2014
- 2014-11-21 CN CN201410671515.4A patent/CN104405074A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3822764A (en) * | 1971-11-25 | 1974-07-09 | Saint Gobain | Structural elements having highly improved soundproofing characteristics |
| CN2480446Y (en) * | 2001-06-14 | 2002-03-06 | 任伟光 | Light thermo-insulating wall |
| CN201011040Y (en) * | 2007-03-21 | 2008-01-23 | 罗国军 | Multi-layer compound heat preserving light gypsum board |
| CN201033910Y (en) * | 2007-04-30 | 2008-03-12 | 王庆云 | Lightweight energy-saving building board |
| CN201137246Y (en) * | 2007-12-19 | 2008-10-22 | 朱家杰 | Enhancement type light weight heat insulation composite partition board |
| CN102828573A (en) * | 2012-09-06 | 2012-12-19 | 江苏赛特钢结构有限公司 | Compressed-steel sandwich combination wallboard |
| CN103015619A (en) * | 2012-12-27 | 2013-04-03 | 南京工业大学 | Novel composite partition ribbon board and production process thereof |
| CN203583771U (en) * | 2013-12-09 | 2014-05-07 | 刘爱民 | Double-layer extruded-board double-vane wire-frame concrete sandwich composite thermal-insulation external wallboard |
| CN203583768U (en) * | 2013-12-09 | 2014-05-07 | 刘爱民 | Double-blade steel wire net concrete sandwich composite heat-insulation external wall panel |
| CN204238432U (en) * | 2014-11-21 | 2015-04-01 | 郭玉林 | Energy-conserving anti-seismic structure sheet material |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105839813A (en) * | 2016-05-24 | 2016-08-10 | 北京工业大学 | Assembly type thermal insulation energy saving wall board with groovechannel steel connection piece, and manufacture method thereof |
| CN105839813B (en) * | 2016-05-24 | 2018-02-02 | 北京工业大学 | A kind of assembled heat insulation energy-saving wall board and the practice with steel channel connector |
| CN109518839A (en) * | 2019-01-12 | 2019-03-26 | 王宗平 | Foamed cement wall exempts from demoulding integration perfusion technique |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105714963B (en) | A kind of inorganic light weight combined heat-insulating integral exterior wall cladding system and its installation method | |
| CN103046665B (en) | Insulating mortar strengthening layer rowlock wall with steel wire mesh for setting hose tooth constructional column and manufacturing method thereof | |
| CN103993679B (en) | Low layer assembling combined wall house bolt connection node structure | |
| CN204126048U (en) | Bracket steel bar concrete shear force wall connecting pin contact assembled architecture | |
| CN206769092U (en) | The light steel of half assembled-foam concrete assembled wall | |
| CN106522359A (en) | Total-prefabricated rural residential class composite wall structure system and construction method thereof | |
| CN203684430U (en) | Autoclaved aerated concrete heat preservation plate | |
| CN206467824U (en) | A kind of assembly concrete frame wall filled with masonry | |
| CN103352537A (en) | Integral load-bearing heat-insulating wall plate and production and construction technology thereof | |
| CN106894543A (en) | The light steel of half assembled-foam concrete assembled wall and its application method | |
| CN104727481B (en) | Factorial praluction energy-conserving construction wall and preparation method | |
| CN104405074A (en) | Energy-saving anti-seismic building board and construction method thereof | |
| CN102995805A (en) | Honeycomb hole type rib frame prestress reinforced concrete laminated plate | |
| CN204238432U (en) | Energy-conserving anti-seismic structure sheet material | |
| CN106088649B (en) | The method of Sandwich insulation wallboard reinforced steel concrete damaged frame | |
| CN204662706U (en) | Energy-saving heat preserving light cement prefabricated component construction wall | |
| CN102127940A (en) | Honeycomb structure wall body | |
| RU2693071C1 (en) | Structure from foamed concrete and structural reinforcement mesh and method of its erection | |
| CN201593254U (en) | Wall body with honeycomb structure | |
| CN107700735A (en) | A kind of steel construction assembled cavity floor | |
| CN210713349U (en) | Building wall and connecting plate thereof based on bim | |
| CN103015563A (en) | Outer-block inner-masonry building structure system | |
| CN202899343U (en) | Composite wall body formed by foam concrete self-insulation modules with built-in cores | |
| CN102535709A (en) | Heat preservation and thermal insulation floor | |
| CN205502301U (en) | Energy -concerving and environment -protective whole compound core light building wall that presss from both sides |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20150311 |
|
| RJ01 | Rejection of invention patent application after publication |