CN201665934U - Quake-proof reinforcing structure for stone wall - Google Patents
Quake-proof reinforcing structure for stone wall Download PDFInfo
- Publication number
- CN201665934U CN201665934U CN 200920245927 CN200920245927U CN201665934U CN 201665934 U CN201665934 U CN 201665934U CN 200920245927 CN200920245927 CN 200920245927 CN 200920245927 U CN200920245927 U CN 200920245927U CN 201665934 U CN201665934 U CN 201665934U
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- quake
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- reinforcing structure
- reinforced concrete
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Abstract
The utility model discloses a quake-proof reinforcing structure for a stone wall, which enhances the integrity of a stone house by reinforcing a wall body so as to improve the quake-proof performance of the stone house. The quake-proof reinforcing structure utilizes high-intensity geonets, fine iron wires and reinforced concrete bars. The fine iron wires are pre-buried at the inner part of the wall body. The high-intensity geonets are arranged at the two sides of the wall body and are fixed by the fine iron wires. The reinforced concrete bars 4 are arranged at the position of a foundation, is used for fixing the bottoms of the geonets, and is fixed by stones for hole drilling. The quake-proof reinforcing structure has the following advantages: (1) as local materials are used, the reinforcing structure is economical and reasonable, and the construction method is simple; (2) the stone wall body adopts a scattered particle body structure and has the characteristics of high bearing capacity and poor quake-proof performance, and the quake-proof reinforcing structure can enhance the shearing and bending resistance performances; (3) as stones are the basic layout of the house, the traditional way with the cultural characteristic of national architectures is retained.
Description
Technical field:
The utility model belongs to field of civil engineering, relates to a kind of stone material body of wall seismic hardening structure.
Background technology:
The utility model discloses a kind of stone material wall seismic hardening structure, the civil engineering work in the widely distributed area of stone material makes full use of its natural resource, designs masonry-stone energetically, can reduce cost significantly.For example: gathering materials on the spot when the pillbox room of the Qiang is built, is raw material with natural stone 5.Pillbox room in the Qiang stockaded village is the barnacle local-style dwelling houses of the Qiang, and the pillbox room is various informative, and level differs.Its corner angle are neat, and are not only firm, durable, practical, and cool in summer and warm in winter, demonstrated fully the unique consummate art of building of the Qiangs.Stone material structure compressive strength is good, but belongs to the discrete material structure, and its shearing resistance, bending resistance, tensile property are poor, and the destruction that suffers is also big, the especially big scale of construction, number of plies higher buildings thing.
People have also thought many way seismic hardenings; someone proposes to copy brick mix structure that collar tie beam is set; constructional column; strengthen the scheme of the globality of building; but because the out-of-shape of stone 5; and body of wall is thicker mostly; usually wall base part all has the contracture at inclination angle, 100 left and right sides; interior wall is vertical; interior gradually from bottom to top receipts of exterior wall forms narrow trapezoidal (1～1.20 meter of the common basic part wall thickness in bottom width top; about 0.50 meter of wall top thickness); if whole building has covering hopper shape; so collar tie beam; the practice of the anti-seismic construction of constructional column is not very suitable; and cost increases; Qiang's barnacle room building is that the people of the Qiang adapt to local natural environment over the past thousands of years; the traditional architecture of suiting measures to local conditions to build has not only become the important substance culture carrier of Qiang's culture, and because of the abundant better practicability that has cool in summer and warm in winter of body of wall.According to our result of experiment, utilize high strength geonet 3 to can be good at improving shearing resistance, the anti-bending strength of body of wall, strengthen integrality of wall.
The utility model content:
The utility model provides a kind of stone material wall seismic hardening structure, its purpose is to keep the traditional architecture image, on the basis of not strengthening building cost, not bad in line with little shake, middle shake can be repaiied, the principle of no collapsing with strong earthquake increases high strength geonet 3 by metope, improves the tension of body of wall, the deformation performance of shearing resistance.
The purpose of this utility model provides a kind of stone material wall seismic hardening structure, comprises body of wall, thin wire 2 and high strength geonet 3, and described thin wire 2 is embedded in body of wall inside; Described high strength geonet 3 is arranged on the body of wall both sides, and fixing by iron wire 2; Described reinforced concrete bar 4 is arranged on the both sides of body of wall bottom, in order to fixing geonet at the place, basis, and with the fixing reinforced concrete bar 4 of the stone 5 of having dug hole; Described denseness of building the used cement mortar of stone walling 1 by laying bricks or stones should be controlled between 20～50mm, and described reinforced concrete bar 4 two ends are fixing with the stone 5 of having dug hole, fill pea gravel concreten 6 in the hole slit.
Concrete technical scheme of the present utility model is:
A kind of stone material wall seismic hardening structure, it comprises high strength geonet, thin wire, reinforced concrete bar and cement mortar, described thin wire is embedded in body of wall inside; Described high strength geonet is arranged on the body of wall both sides, and fixes by thin wire; Described reinforced concrete bar is arranged on basis place, is used for the fixing of geonet bottom, and with the fixing reinforced concrete bar of the stone of cutting hole.
Fill pea gravel concreten in the slit between described reinforced concrete bar and the hole.
Described ratio of building the stone walling cement mortar by laying bricks or stones 1: 2.5, denseness is controlled between 20～50mm.
Advantage of the present utility model is: gather materials on the spot (1), economical rationality, and job practices is simple; (2) body of wall belongs to the bulk solid structure and has the bearing capacity height and the poor seismic behavior characteristics, and this paper way can be improved the tension of body of wall, the deformation performance of shearing resistance, effectively strengthens the globality of masonry building, thereby improves its shock resistance; (3) making base stone is that this layout of toft and the traditional form with national architecture cultural features are kept.
Description of drawings:
Fig. 1 is a stone material wall construction schematic diagram of the present utility model;
Fig. 2 is the utility model A--A sectional view.
Fig. 3 is the processing organigram of stone material of the present utility model foundation of wall place;
Fig. 4 is the utility model B--B sectional view.
Fig. 5 is place, a stone material wall of the present utility model corner base configuration schematic diagram;
Fig. 6 is 1 connection detail among the utility model stone material wall Fig. 5.
Wherein: 1 is cement mortar; 2 is thin wire; 3 is the high strength geonet; 4 is reinforced concrete bar; 5 is stone; 6 is pea gravel concreten; 7 are foundation of wall; 8 is reinforcing bar.
The specific embodiment:
Below in conjunction with accompanying drawing the utility model is done and to be described in further detail:
Referring to Fig. 1, a kind of stone material wall seismic hardening structure comprises body of wall, thin wire 2 and high strength geonet 3, and described iron wire 2 is embedded in body of wall inside; Described geonet 3 is arranged on the both sides of body of wall, and is fixing by iron wire 2; Described reinforced concrete bar 4 is used for the fixing of geonet 3 bottoms, and with the fixing reinforced concrete bar 4 of the stone 5 of cutting hole;
Fill pea gravel concreten 6 in the slit between described reinforced concrete bar 4 and the hole.
Body of wall seismic hardening structure construction sequence of the present utility model: (1) is between 20～50mm with denseness, 1: 2.5 cement mortar 1 masonry panel; Pre-buried from top to bottom thin wire 2 in the masonry panel process;
(2) prefabricated reinforced concrete rod 4 ф 50～100mm, one or two reinforcing bars 8 (reinforcing bar 8 usefulness ф 6, ф 8 or ф 10 all can) be put in the centre, are placed in the both sides of foundation wall, and its two is fixed in the stone 5 of having dug hole;
When (3) treating that cement mortar 1 reaches certain intensity in the body of wall, add high strength geonet 3 in the both sides of described body of wall; With iron wire 2 fixing described geonets, the bottom is fixed on geonet 3 on the reinforced concrete bar 4 with nylon rope;
(4) bilateral that carries out geonet 3 at the place, corner of described body of wall wraps up, in order to increase integrality of wall.
Above content is to further describing that the utility model is done in conjunction with concrete preferred implementation; can not assert that the specific embodiment of the present utility model only limits to this; for the utility model person of an ordinary skill in the technical field; under the prerequisite that does not break away from the utility model design; can also make some simple deduction or replace, all should be considered as belonging to the utility model and determine scope of patent protection by claims of being submitted to.
Claims (3)
1. a stone material wall seismic hardening is constructed, and it comprises high strength geonet (3), thin wire (2), reinforced concrete bar (4) and cement mortar (1), it is characterized in that: described thin wire (2) is embedded in body of wall inside; Described high strength geonet (3) is arranged on the body of wall both sides, and fixing by thin wire (2); Described reinforced concrete bar (4) is arranged on basis place, is used for the fixing of geonet bottom, and with the fixing reinforced concrete bar (4) of the stone (5) of cutting hole.
2. a kind of according to claim 1 stone material wall seismic hardening structure is characterized in that: fill pea gravel concreten (6) in the slit between described reinforced concrete bar (4) and the hole.
3. a kind of according to claim 1 stone material wall seismic hardening structure is characterized in that: described ratio of building stone walling cement mortar (1) by laying bricks or stones 1: 2.5, denseness is controlled between 20～50mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200920245927 CN201665934U (en) | 2009-12-22 | 2009-12-22 | Quake-proof reinforcing structure for stone wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200920245927 CN201665934U (en) | 2009-12-22 | 2009-12-22 | Quake-proof reinforcing structure for stone wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201665934U true CN201665934U (en) | 2010-12-08 |
Family
ID=43266892
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200920245927 Expired - Fee Related CN201665934U (en) | 2009-12-22 | 2009-12-22 | Quake-proof reinforcing structure for stone wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201665934U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103089023A (en) * | 2013-01-17 | 2013-05-08 | 东南大学 | House anti-seismic stone wall reinforced structure and construction method thereof |
| CN114729515A (en) * | 2019-09-17 | 2022-07-08 | 托比亚斯·布雷特 | Construct and method for generating a construct |
-
2009
- 2009-12-22 CN CN 200920245927 patent/CN201665934U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103089023A (en) * | 2013-01-17 | 2013-05-08 | 东南大学 | House anti-seismic stone wall reinforced structure and construction method thereof |
| CN114729515A (en) * | 2019-09-17 | 2022-07-08 | 托比亚斯·布雷特 | Construct and method for generating a construct |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20101208 Termination date: 20131222 |