CN203034879U - Casing refuge bin structure of existing masonry structure - Google Patents
Casing refuge bin structure of existing masonry structure Download PDFInfo
- Publication number
- CN203034879U CN203034879U CN 201320016570 CN201320016570U CN203034879U CN 203034879 U CN203034879 U CN 203034879U CN 201320016570 CN201320016570 CN 201320016570 CN 201320016570 U CN201320016570 U CN 201320016570U CN 203034879 U CN203034879 U CN 203034879U
- Authority
- CN
- China
- Prior art keywords
- steel
- refuge
- overcoat
- masonry structure
- existing masonry
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Abstract
The utility model relates to a casing refuge bin structure of an existing masonry structure and belongs to the technical field of earthquake-proof strengthening. The casing refuge bin structure comprises a plurality of refuge bin units which are connected abreast and arranged in the south direction and the north direction of the existing masonry structure to form two casing refuge bins in the south direction and the north direction. Each refuge bin unit is of a hexahedron space structure formed by eight steel beams and four steel columns, the six faces are all pulled in pairing mode through steel inclined supports, and steel plates are installed on the upper surface and the lower surface. The steel columns, an outer wall and an inner transverse wall are connected through bolts, and the two casing refuge bins in the south direction and the north direction are mutually pulled through a steel pull rod under a roof. When an earthquake happens, the existing masonry structure and the newly added casing refuge bins resist invasion of earthquake wave together to ensure that the casing refuge bins have large movable space, and people 'hidden' in the casing refuge bins cannot be crushed by broken masonry blocks. The casing refuge bin structure can prolong rescue time of the people.
Description
Technical field
The utility model relates to a kind of existing masonry structure overcoat refuge warehouse structure, belongs to the seismic hardening technical field.
Background technology
The existing building escape method is very many at present, and these methods are mostly based on " escaping ", and these methods perhaps can play some effects to fire, but concerning earthquake, because the uncertainty that earthquake is arrived, the effect that may play is not very big.The old dwelling house of China is in the majority with the masonry brick mix structure, because masonry structure construction cost is lower, China had built a large amount of masonry structures in the past in the mid-90 in last century, because the fragility character of masonry structure material, its shearing resistance, tension and flexural strength are lower, cause the shock resistance of masonry house relatively poor.At home and abroad in all previous violent earthquake, it is quite serious that masonry structure destroys, and can be described as destructive integral body and collapses.Because the uncertainty of earthquake mainly shows factors such as the size and Orientation of seismic wave is uncertain, the earthquake time is uncertain, reaction speed is uncertain, the time that the people " is escaped " does not almost have.Therefore, it is very necessary taking essence, the difficult storehouse measure of effective antidetonation for existing masonry structure without the antidetonation processing.
The utility model content
In order to overcome the problems referred to above, the utility model proposes a kind of existing masonry structure overcoat refuge warehouse structure, it is in conjunction with present old dwelling house overcoat strengthening and rebuilding engineering, the outer race section branch that old dwelling house masonry structure increases newly is set to safe rigid space, the entire building up/down perforation forms safe overcoat refuge warehouse.
The technical solution of the utility model is as follows:
Existing masonry structure overcoat refuge warehouse structure comprises several refuge warehouse unit, and several refuge warehouse unit connect side by side and are arranged at existing masonry structure south, north orientation respectively, thereby constitutes south, two overcoat refuge warehouses of north orientation; Each refuge warehouse unit all adopts the steel diagonal brace to drawing for by 8 section steel beams and 4 hexahedron space structures that steel column constitutes in six faces in described refuge warehouse unit, upper and lower surface, refuge warehouse unit is separately installed with steel plate; Described section steel beam comprises and newly adds vertical girder steel, newly adds horizontal girder steel, and described steel column comprises and newly adds outer steel column, Xin Jianei steel column; Described Xin Jianei steel column is adjacent to outside existing masonry structure exterior wall, and by bolt the interior cross wall between exterior wall, exterior wall and Xin Jianei steel column is linked together, and away from the steel column of existing masonry structure exterior wall one side for newly adding outer steel column; Wherein, the section steel beam parallel with exterior wall is for newly adding vertical girder steel, and the section steel beam vertical with exterior wall be for newly adding horizontal girder steel, newly add vertical girder steel, newly add horizontal girder steel, newly add outer steel column, the Xin Jianei steel column interconnects, and constitutes a hexahedron space structures jointly; South, two overcoat refuge warehouses of north orientation by reinforcing pull rod to drawing connection.
Described reinforcing pull rod is arranged at below, existing masonry structure roof.
Described bolt length is not less than 1000mm, and the bolt longitudinal pitch is 1000mm.
Described refuge warehouse unit adopts door opening diclinic bar steel diagonal brace to socket in the one side that door opening is arranged, and adopts window opening diclinic bar steel diagonal brace to socket in the one side that exterior window is arranged, and all the other adopt no hole right-angled intersection steel diagonal brace to socket on four sides.
The thickness of described steel plate is 20mm.
Described steel column is i iron.
Be welded with floor between described i iron web and the edge of a wing, the i iron coated outside has concrete.
The job practices concrete steps of above-mentioned existing masonry structure overcoat refuge warehouse are as follows:
Step 1: according to design drawing, in existing masonry structure south, the position of both sides, north mount type steel column carries out the steel column basis in advance;
Step 2: assembly type steel column, section steel beam and steel diagonal brace, constitute the refuge warehouse unit, and leave a door unlocked in advance, the window opening mouth, thereby several refuge warehouse unit are arranged side by side and constitute south, two overcoat refuge warehouses of north orientation;
Step 3: Xin Jianei steel column and former masonry structure exterior wall and corresponding interior cross wall are connected by bolt, and the bolt of implanting cross wall in the former masonry structure is connected by nut with the Xin Jianei steel column;
Step 4: the upper and lower surface that steel plate is arranged at the refuge warehouse unit;
Step 5: to drawing, the spacing of reinforcing pull rod is not less than 500mm to the reinforcing pull rod by under-roof with two place's overcoat refuge warehouses of south, north orientation;
Step 6: adopt floor that web and the edge of a wing of steel column i iron are strengthened, then fluid concrete parcel i iron.
Beneficial effect:
Adopt structure of the present utility model, when earthquake is arrived, the invasion and attack that existing masonry structure and newly-increased overcoat refuge warehouse are resisted seismic wave jointly, even former masonry structure produces bigger crack, even local damage, come off, rigidity overcoat refuge warehouse is because the ductility of steel work is good, the part may deform, but overcoat refuge warehouse integrality can be not destroyed, guaranteeing has bigger activity space in the overcoat refuge warehouse, " hiding " people in the overcoat refuge warehouse are unlikely by the masonry fragment kill, delay people's rescue time.Because the overcoat refuge warehouse belongs to combining structure, combining structure has advantages such as save steel, improve the concrete utilization factor, anti-seismic performance is good, cause huge casualties in the time of simultaneously can avoiding macroseism and avoid property loss, this technology has remarkable economic efficiency and social benefit.
Description of drawings
The overcoat refuge warehouse floor map that Fig. 1 sets up outside masonry structure for the utility model;
Fig. 2 is the A-A sectional view (masonry structure is set up overcoat refuge warehouse elevation) of Fig. 1;
Fig. 3 is the B-B partial sectional view (steel column and masonry structure are by the reinforcing bar connection diagram) of Fig. 1;
Fig. 4 is that C is to view (having door opening right-angled intersection steel diagonal brace connection layout);
Fig. 5 is that D is to view (no hole right-angled intersection steel diagonal brace connection layout);
Fig. 6 is that E is to view (window opening diclinic bar steel diagonal brace connection layout);
Fig. 7 is the steel column connection layout of external wrapping concrete;
Fig. 8 is the upper and lower surface soldered 20mm steel plate of overcoat refuge warehouse outline drawing.
Among the figure, 1: newly add vertical girder steel; 2: newly add horizontal girder steel; 3: newly add outer steel column; 4: the Xin Jianei steel column; 5: exterior wall; 6: reinforcing pull rod; 7: the roof; 8: the steel diagonal brace; 9: reserve door opening; 10, bolt; 11: nut; 12: reserve exterior window; 13: floor; 14: i iron; 15: steel plate; 16: interior cross wall.
The specific embodiment
The specific embodiment of the present utility model is shown in Fig. 1-8, the utility model is a kind of existing masonry structure overcoat refuge warehouse structure, comprise several refuge warehouse unit, several refuge warehouse unit connect side by side and are arranged at existing masonry structure south, north orientation respectively, thereby constitute south, two overcoat refuge warehouses of north orientation, each refuge warehouse unit is by 8 section steel beams and 4 hexahedron space structures that steel column constitutes, all adopt 8 pairs of steel diagonal braces to draw in six faces in refuge warehouse unit, upper and lower surface, refuge warehouse unit is separately installed with 20mm steel plate 15; Section steel beam comprises and newly adds vertical girder steel 1, newly adds horizontal girder steel 2, and steel column comprises and newly adds outer steel column 3, Xin Jianei steel column 4; Xin Jianei steel column 4 is adjacent to outside existing masonry structure exterior wall 5, and link together by interior cross wall 16 and the Xin Jianei steel column 4 of bolt 10 with 5 of exterior walls 5, exterior wall, bolt 10 length are not less than 1000mm, bolt 10 longitudinal pitches are 1000mm, and away from the steel column of existing masonry structure exterior wall 5 one sides for newly adding outer steel column 3; Wherein, the section steel beam parallel with exterior wall 5 is for newly adding vertical girder steel 1, and the section steel beam vertical with exterior wall 5 be for newly adding horizontal girder steel 2, newly add vertical girder steel 1, newly add horizontal girder steel 2, newly add outer steel column 3, Xin Jianei steel column 4 interconnects, and constitutes a hexahedron space structures jointly; South, two overcoat refuge warehouses of north orientation draw connection by 6 pairs of the reinforcing pull rods of 7 belows, roof.Wherein, the refuge warehouse unit adopts door opening diclinic bar steel diagonal brace 8 to socket (as shown in Figure 4) in the one side that door opening is arranged, adopt window opening diclinic bar steel diagonal brace 8 to socket (as shown in Figure 6) in the one side that exterior window is arranged, all the other adopt no hole right-angled intersection steel diagonal brace 8 to socket (as shown in Figure 5) on four sides.Steel column adopts i iron 14, is welded with floor 13 between i iron 14 webs and the edge of a wing, and i iron 14 coated outside have concrete.
The utility model except carry out the seismic hardening design at former masonry structure, also will be considered the outer race section branch that old dwelling house masonry structure increases newly is designed to safe rigid space when designing in conjunction with present old dwelling house overcoat strengthening and rebuilding engineering.This space is made of upper and lower 8 section steel beams, 4 steel columns totally, and 6 faces in this space all adopt 8 pairs of steel diagonal braces to draw, and form firm overcoat rigid body---refuge warehouse.When earthquake is arrived, the invasion and attack that overcoat refuge warehouse and former masonry structure are resisted seismic wave jointly, even former masonry structure produces bigger crack, even local damage, come off, the overcoat refuge warehouse is because the ductility of steel work is good, and the part may deform, but overcoat refuge warehouse integrality can be not destroyed, guarantee that the overcoat refuge warehouse has bigger activity space, " hiding " people in the overcoat refuge warehouse are unlikely by the masonry building block kill, delay people's rescue time.
The concrete job practices of this refuge warehouse structure is:
Step 1: according to design drawing, in existing masonry structure south, the position of both sides, north mount type steel column carries out the steel column basis in advance;
Step 2: assembly type steel column, section steel beam and steel diagonal brace 8, constitute the refuge warehouse unit, and leave a door unlocked in advance, window opening mouth (shown in Fig. 4,6), thereby several refuge warehouse unit are arranged side by side and constitute south, two overcoat refuge warehouses of north orientation;
Step 3: Xin Jianei steel column 4 and former masonry structure exterior wall 5 and corresponding interior cross wall 16 are connected by bolt 10, and the bolt 10 of implanting cross wall in the former masonry structure is connected (as shown in Figure 3) with Xin Jianei steel column 4 by nut 11;
Step 4: the upper and lower surface that steel plate 15 is arranged at the refuge warehouse unit: on the upper and lower surface of the overcoat refuge warehouse that connects steel diagonal brace 8, four section steel beams on steel plate 15 that 20mm is thick and upper and lower surface and steel diagonal brace 8 are connected respectively.The size that the size of 20mm steel plate 15 is the same, four girder steels of soffit surround.The profile of 20mm steel plate 15 so just constitutes an overcoat refuge warehouse integral body as shown in Figure 8, when earthquake is arrived, and the invasion and attack that masonry structure and overcoat refuge warehouse are resisted seismic wave jointly;
Step 5: to drawing, the spacing of reinforcing pull rod 6 is not less than 500mm to the reinforcing pull rod 6 by 7 bottoms, roof with two place's overcoat refuge warehouses of south, north orientation;
Step 6: adopt floor 13 that web and the edge of a wing of steel column i iron 14 are strengthened, then fluid concrete parcel i iron 14.
More than be an exemplary embodiment of the present utility model, concrete enforcement of the present utility model is not limited thereto.
Claims (7)
1. existing masonry structure overcoat refuge warehouse structure is characterized in that: comprise several refuge warehouse unit, several refuge warehouse unit connect side by side and are arranged at existing masonry structure south, north orientation respectively, thereby constitute south, two overcoat refuge warehouses of north orientation; Each refuge warehouse unit all adopts steel diagonal brace (8) to drawing for by 8 section steel beams and 4 hexahedron space structures that steel column constitutes in six faces in described refuge warehouse unit, upper and lower surface, refuge warehouse unit is separately installed with steel plate (15); Described section steel beam comprises and newly adds vertical girder steel (1), newly adds horizontal girder steel (2), and described steel column comprises and newly adds outer steel column (3), Xin Jianei steel column (4); Described Xin Jianei steel column (4) is adjacent to outside existing masonry structure exterior wall (5), and by bolt (10) the interior cross wall (16) between exterior wall (5), exterior wall (5) and Xin Jianei steel column (4) are linked together, and away from the steel column of existing masonry structure exterior wall (5) one sides for newly adding outer steel column (3); Wherein, the section steel beam parallel with exterior wall (5) is for newly adding vertical girder steel (1), and the section steel beam vertical with exterior wall (5) is for newly adding horizontal girder steel (2), newly add vertical girder steel (1), newly add horizontal girder steel (2), newly add outer steel column (3), Xin Jianei steel column (4) interconnects, and constitutes a hexahedron space structures jointly; South, two overcoat refuge warehouses of north orientation by reinforcing pull rod (6) to drawing connection.
2. existing masonry structure overcoat refuge warehouse structure according to claim 1 is characterized in that: described reinforcing pull rod (6) is arranged at below, existing masonry structure roof (7).
3. existing masonry structure overcoat refuge warehouse structure according to claim 1, it is characterized in that: described bolt (10) length is not less than 1000mm, and bolt (10) longitudinal pitch is 1000mm.
4. existing masonry structure overcoat refuge warehouse structure according to claim 1, it is characterized in that: described refuge warehouse unit adopts door opening diclinic bar steel diagonal brace (8) to socket in the one side that door opening is arranged, adopt window opening diclinic bar steel diagonal brace (8) to socket in the one side that exterior window is arranged, all the other adopt no hole right-angled intersection steel diagonal brace (8) to socket on four sides.
5. existing masonry structure overcoat refuge warehouse structure according to claim 1, it is characterized in that: the thickness of described steel plate (15) is 20mm.
6. existing masonry structure overcoat refuge warehouse structure according to claim 1, it is characterized in that: described steel column is i iron (14).
7. existing masonry structure overcoat refuge warehouse structure according to claim 6, it is characterized in that: be welded with floor (13) between described i iron (14) web and the edge of a wing, i iron (14) coated outside has concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320016570 CN203034879U (en) | 2013-01-14 | 2013-01-14 | Casing refuge bin structure of existing masonry structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320016570 CN203034879U (en) | 2013-01-14 | 2013-01-14 | Casing refuge bin structure of existing masonry structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203034879U true CN203034879U (en) | 2013-07-03 |
Family
ID=48687013
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320016570 Expired - Fee Related CN203034879U (en) | 2013-01-14 | 2013-01-14 | Casing refuge bin structure of existing masonry structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203034879U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103046789A (en) * | 2013-01-14 | 2013-04-17 | 北京筑福建设工程有限责任公司 | Wrapping refuge cabin of existing masonry structure and construction method thereof |
| CN105178474A (en) * | 2015-07-14 | 2015-12-23 | 同济大学 | Novel masonry structure with high debris flow impact resistance |
| JP2017155438A (en) * | 2016-02-29 | 2017-09-07 | 株式会社竹中工務店 | Reinforcement structure of column-beam frame |
-
2013
- 2013-01-14 CN CN 201320016570 patent/CN203034879U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103046789A (en) * | 2013-01-14 | 2013-04-17 | 北京筑福建设工程有限责任公司 | Wrapping refuge cabin of existing masonry structure and construction method thereof |
| CN103046789B (en) * | 2013-01-14 | 2015-02-11 | 北京筑福国际工程技术有限责任公司 | Wrapping refuge cabin of existing masonry structure and construction method thereof |
| CN105178474A (en) * | 2015-07-14 | 2015-12-23 | 同济大学 | Novel masonry structure with high debris flow impact resistance |
| CN105178474B (en) * | 2015-07-14 | 2017-12-15 | 同济大学 | It is a kind of to resist the strong new masonry structure of mud-rock-flow-impact ability |
| JP2017155438A (en) * | 2016-02-29 | 2017-09-07 | 株式会社竹中工務店 | Reinforcement structure of column-beam frame |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204662736U (en) | Gas concrete out-hung panel slippage node | |
| CN201459953U (en) | Thermal-insulation combined shear wall with double-layer steel plates | |
| CN205421540U (en) | Assembly type beam column node | |
| CN201671226U (en) | Expanded flanged cross-shaped steel SRC column | |
| CN206090967U (en) | Perforation rib pull rod restraint double -layer steel plate concrete shear force wall | |
| CN107447901A (en) | Anti-seismic prefabricated floor and floor antidetonation splicing construction | |
| CN103485443A (en) | Window-shaped-steel-plate concrete shear wall and manufacturing method thereof | |
| CN103352583A (en) | Method for reinforcing assembly type multilayer brick-concrete structure | |
| CN203034879U (en) | Casing refuge bin structure of existing masonry structure | |
| CN106638957A (en) | Cold-formed thin-walled steel-structure house outer wall structure system | |
| CN103046789B (en) | Wrapping refuge cabin of existing masonry structure and construction method thereof | |
| CN102477799B (en) | Masonry structure integrity reinforcing method | |
| CN107237453B (en) | Steel pipe concrete composite column | |
| CN203742077U (en) | Concrete-filled thin-wall steel tube column with built-in steel bar trusses | |
| CN108755955A (en) | Reinforcement structure between light gauge cold-formed steel shape house longitudinal cross wall | |
| CN103741961A (en) | Aseismic strengthening method for adding pin key and hidden beam for prefabricated round hole plate of existing building | |
| CN201671227U (en) | SRC column with diagonally arranged cross steels with flanges | |
| CN106677379A (en) | Steel plate shear wall structure and construction method | |
| CN207032648U (en) | A kind of pre-stress concrete groove profile compound air core | |
| CN202970087U (en) | Concrete structure or masonry structure residential anti-earthquake house | |
| CN206487012U (en) | A kind of steel plate shear wall structure | |
| CN215484840U (en) | Wall body reinforced structure that combats earthquake | |
| CN202945702U (en) | Frame infilled wall reinforced by high ductility fiber concrete | |
| CN208137134U (en) | Assembly concrete-filled steel tube beam column goes along with sb. to guard him integrated system | |
| CN102936930B (en) | Built-in type steel column-lattice beam concrete combined shear wall and production method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| DD01 | Delivery of document by public notice | ||
| DD01 | Delivery of document by public notice |
Addressee: Beijing Aeido International Engineering Technology Co., Ltd. Document name: Notification of Termination of Patent Right |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130703 Termination date: 20170114 |