CN210216816U - Anti-seismic concrete wall - Google Patents
Anti-seismic concrete wall Download PDFInfo
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- CN210216816U CN210216816U CN201920836017.9U CN201920836017U CN210216816U CN 210216816 U CN210216816 U CN 210216816U CN 201920836017 U CN201920836017 U CN 201920836017U CN 210216816 U CN210216816 U CN 210216816U
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- reinforcing bar
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Abstract
The utility model discloses an antidetonation type concrete wall, including antidetonation type concrete wall body, the steel bar main support, secondary support frame, side concrete stand, be equipped with side concrete stand on antidetonation type concrete wall body, the filling groove, the steel bar main support, secondary support frame, the concrete base, the oblique pull rod, secondary support frame linking bridge, the steel bar welding frame, the horizontal muscle of X-axis, Y-axis erects the muscle, steel bar main support end mounting groove, supporting baseplate, reinforcing bar end mounting groove, the both sides edge symmetry of the steel bar main support of antidetonation type concrete wall body is equipped with side concrete support, fixed bonding between the both sides end of steel bar main support and the side concrete support, the whole concrete placement of inside of whole type concrete wall body adopts antidetonation, this wall body reasonable in design, high strength, it is effectual to combat earthquake.
Description
Technical Field
The utility model relates to a concrete wall technical field specifically is an antidetonation type concrete wall.
Background
Since the new century, with the continuous development of national economy in China, the innovation of novel wall materials and the energy-saving construction work also draw attention, novel construction materials are emerging continuously, and non-bearing filling wall bodies mostly have the performance characteristics of light weight, high strength, heat preservation, heat insulation, sound insulation, wind resistance and the like. With the continuous development of energy-saving construction work, the development of high-efficiency heat-insulating materials and wall materials such as external walls and internal walls is also changing day by day, and with the continuous implementation of policies such as prohibition of clay bricks and the like, the fire prevention, heat insulation and safety of building walls also attract general attention and attention in the building industry.
The wall body mainly comprises a bearing wall and a non-bearing wall, and the wall body mainly plays a role in enclosing and separating a space. The wall body of the wall bearing structure building integrates bearing and enclosure, and the function of the framework structure system building wall body is enclosure and space separation. The wall body has enough strength and stability and has the capabilities of heat preservation, heat insulation, sound insulation, fire prevention and water prevention.
The wall bodies are various, and comprise wall bodies made of single materials and wall bodies made of composite materials. The factors of enclosure, bearing, energy conservation, beauty and the like are comprehensively considered, and a reasonable wall scheme is designed, so that the method is an important task of building construction.
The bricks used as the wall body include common clay bricks, clay perforated bricks, clay hollow bricks, coke breeze bricks and the like. The clay brick is made by firing clay, and is divided into red brick and green brick. The coke slag brick is formed by steam curing blast furnace hard slag and lime.
Buildings for people's residence or office use are particularly guaranteed against earthquakes, and therefore improvements in the earthquake resistance of walls are needed.
Disclosure of Invention
An object of the utility model is to provide an intensity is high, the effectual antidetonation type concrete wall of antidetonation to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides an antidetonation type concrete wall, includes antidetonation type concrete wall body, steel bar main support, secondary support frame, side concrete stand, be equipped with steel bar main support on the antidetonation type concrete wall body, steel bar main support's bottom is equipped with the concrete base, be equipped with the filling groove between steel bar main support and the concrete base, the both sides of steel bar main support all are equipped with side concrete stand, fixed connection between steel bar main support and the side concrete stand.
Preferably, the inside of reinforcing bar main support is equipped with secondary support frame mounting groove, and the inside of secondary support frame mounting groove is equipped with secondary support frame linking bridge, the support end of secondary support frame linking bridge and the inside lateral wall welded connection of reinforcing bar main support, be equipped with secondary support frame on the secondary support frame linking bridge, secondary support frame welding is on secondary support frame linking bridge.
Preferably, the inside central authorities vertical direction of side concrete column is equipped with reinforcing bar main support end mounting groove, and the below notch edge of reinforcing bar main support end mounting groove is equipped with supporting baseplate, supporting baseplate and the lateral wall structure as an organic whole of side concrete column, the inside at reinforcing bar main support end mounting groove is installed to the end of reinforcing bar main support, is equipped with reinforcing bar end mounting groove between two adjacent reinforcing bar main support end mounting grooves.
Preferably, be equipped with the welded steel frame on the secondary support frame, the last horizontal muscle of X axle and the perpendicular muscle of Y axle that is equipped with of welded steel frame, the horizontal muscle of X axle erects muscle mutually perpendicular with the Y axle, and the horizontal muscle of X axle erects the muscle welding on welded steel frame with the Y axle, the end of the horizontal muscle of X axle and the perpendicular muscle of Y axle and the inside lateral wall welded connection of reinforcing bar main support.
Preferably, concrete is poured into the anti-seismic concrete wall body.
Preferably, the concrete base is provided with steel bars in the vertical direction.
Compared with the prior art, the beneficial effects of the utility model are that:
(1) the two side edges of the main reinforcing steel bar supporting columns of the anti-seismic concrete wall body are symmetrically provided with side concrete supporting columns, and the end heads at the two sides of the main reinforcing steel bar supporting columns are fixedly bonded with the side concrete supporting columns, so that the main reinforcing steel bar supporting rack is more stable, and the anti-seismic property of the main reinforcing steel bar supporting rack is improved;
(2) the inside of whole antidetonation type concrete wall body all adopts concrete placement, and this wall body reasonable in design, intensity is high, and the antidetonation is effectual.
Drawings
FIG. 1 is a schematic structural view of the anti-seismic concrete wall body of the present invention;
FIG. 2 is a schematic structural view of the main support for reinforcing bars of the present invention;
FIG. 3 is a schematic view of the structure of the secondary supporting frame of the present invention;
fig. 4 is the structural schematic diagram of the side concrete column of the present invention.
In the figure: 1. an anti-seismic concrete wall body; 2. side concrete columns; 3. filling the groove; 4. a main support of the reinforcing steel bar; 5. a secondary support frame; 6. a concrete base; 7. a diagonal brace; 8. the secondary support frame is connected with the bracket; 9. welding a framework by using steel bars; 10. x-axis transverse ribs; 11. y-axis vertical ribs; 12. a mounting groove for the end of the main support of the steel bar; 13. a support base plate; 14. reinforcing bar end mounting groove.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides a technical solution: an anti-seismic concrete wall body comprises an anti-seismic concrete wall body 1, a main reinforcing bracket 4, a secondary support frame 5 and a side concrete upright post 2, wherein the main reinforcing bracket 4 is arranged on the anti-seismic concrete wall body 1, a secondary support frame mounting groove is arranged inside the main reinforcing bracket 4, a secondary support frame connecting bracket 8 is arranged inside the secondary support frame mounting groove, the bracket end of the secondary support frame connecting bracket 8 is welded and connected with the inner side wall of the main reinforcing bracket 4, the secondary support frame connecting bracket 8 is provided with the secondary support frame 5, a reinforcing welding frame 9 is arranged on the secondary support frame 5, an X-axis transverse rib 10 and a Y-axis vertical rib 11 are arranged on the reinforcing welding frame 9, the X-axis transverse rib 10 and the Y-axis vertical rib 11 are mutually vertical, the X-axis transverse rib 10 and the Y-axis vertical rib 11 are welded and connected with the inner side wall of the main reinforcing bracket 4, the secondary support frame 5 is welded to the secondary support frame connection bracket 8.
The bottom of reinforcing bar main support 4 is equipped with concrete base 6, and concrete base 6's vertical direction is equipped with the reinforcing bar, increases the reinforcing bar in concrete base 6's inside vertical direction, effectively increases concrete base 6's bearing capacity, but also can effectively resist the vibrations of horizontal direction.
Be equipped with between reinforcing bar main support 4 and the concrete base 6 and fill groove 3, the both sides of reinforcing bar main support 4 all are equipped with side concrete stand 2, fixed connection between reinforcing bar main support 4 and the side concrete stand 2, the inside central authorities vertical direction of side concrete stand 2 is equipped with reinforcing bar main support end mounting groove 12, the below notch edge of reinforcing bar main support end mounting groove 12 is equipped with supporting baseplate 13, supporting baseplate 13 and side concrete stand 2's lateral wall structure as an organic whole, the inside at reinforcing bar main support end mounting groove 12 is installed to the end of reinforcing bar main support, be equipped with reinforcing bar end mounting groove 14 between two adjacent reinforcing bar end main support mounting grooves 12.
The anti-seismic concrete wall body 1 is characterized in that concrete is poured into the whole anti-seismic concrete wall body 1, the main reinforcing steel bar brackets 4 on the whole wall body are secondary supporting frames 5, and the side concrete columns 2 are firmly fastened together, so that the anti-seismic performance of the whole wall body is greatly improved, and the anti-seismic performance of the anti-seismic concrete wall body 1 is greatly improved by injecting concrete.
Concrete placement is all adopted in the inside of whole antidetonation type concrete wall body 1, and this wall body reasonable in design, intensity is high, and the antidetonation is effectual.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides an antidetonation type concrete wall, includes antidetonation type concrete wall body (1), reinforcing bar main support (4), secondary support frame (5), side concrete column (2), its characterized in that: be equipped with reinforcing bar main support (4) on antidetonation type concrete wall body (1), the bottom of reinforcing bar main support (4) is equipped with concrete foundation (6), be equipped with between reinforcing bar main support (4) and concrete foundation (6) filling groove (3), the both sides of reinforcing bar main support (4) all are equipped with side concrete column (2), fixed connection between reinforcing bar main support (4) and side concrete column (2).
2. An earthquake-resistant concrete wall according to claim 1, characterized in that: the inside of reinforcing bar main support (4) is equipped with secondary support frame mounting groove, and the inside of secondary support frame mounting groove is equipped with secondary support frame linking bridge (8), the support end of secondary support frame linking bridge (8) and the inside lateral wall welded connection of reinforcing bar main support (4), be equipped with secondary support frame (5) on secondary support frame linking bridge (8), welding of secondary support frame (5) is on secondary support frame linking bridge (8).
3. An earthquake-resistant concrete wall according to claim 1, characterized in that: the vertical direction of inside central authorities of side concrete stand (2) is equipped with reinforcing bar main support end mounting groove (12), and the below notch edge of reinforcing bar main support end mounting groove (12) is equipped with supporting baseplate (13), supporting baseplate (13) and the lateral wall structure as an organic whole of side concrete stand (2), the inside at reinforcing bar main support end mounting groove (12) is installed to the end of reinforcing bar main support, is equipped with reinforcing bar end mounting groove (14) between two adjacent reinforcing bar main support end mounting grooves (12).
4. An earthquake-resistant concrete wall according to claim 2, characterized in that: be equipped with welded reinforcement frame (9) on secondary support frame (5), be equipped with the horizontal muscle of X axle (10) on welded reinforcement frame (9) and erect muscle (11) with the Y axle, the horizontal muscle of X axle (10) erects muscle (11) mutually perpendicular with the Y axle, and the horizontal muscle of X axle (10) erects muscle (11) with the Y axle and welds on welded reinforcement frame (9), the end of the horizontal muscle of X axle (10) and Y axle perpendicular muscle (11) and the inside lateral wall welded connection of reinforcing bar main support (4).
5. An earthquake-resistant concrete wall according to claim 1, characterized in that: the interior of the anti-seismic concrete wall body (1) is poured by concrete.
6. An earthquake-resistant concrete wall according to claim 1, characterized in that: and reinforcing steel bars are arranged in the vertical direction of the concrete base (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920836017.9U CN210216816U (en) | 2019-06-05 | 2019-06-05 | Anti-seismic concrete wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920836017.9U CN210216816U (en) | 2019-06-05 | 2019-06-05 | Anti-seismic concrete wall |
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| Publication Number | Publication Date |
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| CN210216816U true CN210216816U (en) | 2020-03-31 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201920836017.9U Active CN210216816U (en) | 2019-06-05 | 2019-06-05 | Anti-seismic concrete wall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116484456A (en) * | 2023-02-21 | 2023-07-25 | 中国地震局地球物理研究所 | Method for calculating reinforced concrete shear wall and novel shear wall |
-
2019
- 2019-06-05 CN CN201920836017.9U patent/CN210216816U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116484456A (en) * | 2023-02-21 | 2023-07-25 | 中国地震局地球物理研究所 | Method for calculating reinforced concrete shear wall and novel shear wall |
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Address after: No. 1818, Guangzhou road, Binjiang street, Haimen District, Nantong City, Jiangsu Province 226100 Patentee after: Nantong Zhida Construction Technology Co.,Ltd. Address before: 1818 Guangzhou road, Binjiang street, Haimen City, Nantong City, Jiangsu Province, 226000 Patentee before: HAIMEN ZHIDA BUILDING MATERIALS TECHNOLOGY Co.,Ltd. |