CN202945820U - Inner steel frame reinforced structure of pseudo-classic architecture - Google Patents
Inner steel frame reinforced structure of pseudo-classic architecture Download PDFInfo
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- CN202945820U CN202945820U CN 201220612473 CN201220612473U CN202945820U CN 202945820 U CN202945820 U CN 202945820U CN 201220612473 CN201220612473 CN 201220612473 CN 201220612473 U CN201220612473 U CN 201220612473U CN 202945820 U CN202945820 U CN 202945820U
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Abstract
The utility model provides an inner steel frame reinforced structure of pseudo-classic architecture. The steel frame reinforced structure of the pseudo-classic architecture comprises newly-added edge steel columns, newly-added angle steel columns, newly-added edge steel beams, newly-added transverse steel beams and roof steel inner ring beams, wherein the newly-added edge steel columns are tightly attached to inner walls of original walls and arranged relative to the newly-added edge steel columns of wall bodies correspondingly, and the newly-added angle steel columns are arranged at corners of the original walls and tightly attached to the inner walls of the original walls. The roof steel inner ring beams are arranged on top surfaces of the newly-added edge steel columns and the newly-added angle steel columns and butt against a roof to form a new supporting steel frame of the roof, and the newly-added edge steel beams are arranged between two adjacent newly-added edge steel columns or between the newly-added edge steel columns and the newly-added angle steel columns, tightly attached to the original walls and are connected with the original walls in a drawing mode through bolts simultaneously. According to the steel frame reinforced structure of the pseudo-classic architecture, an inner newly-added steel structure device is used to replace the wall bodies to bear all vertical loads of original architecture. The anti-seismic property of original pseudo-classic architecture is improved, internal space and external sensory effects are not affected, and the steel frame reinforced structure of the pseudo-classic architecture can be widely applied to anti-seismic and reinforcing reconstruction of the pseudo-classic architecture.
Description
Technical field
The utility model relates to a kind of old building ruggedized construction of structural engineering, particularly a kind of ruggedized construction of building in the style of the ancients.
Background technology
Qin brick and Han tile, the building types of the unique distinct Chinese characteristics such as carved beams and painted rafter, make Chinese ancient architecture occupy unique historical role and realistic meaning on the international building history, therefore, have the building in the style of the ancients (or local-style dwelling houses) that shows national characters in China, building in the style of the ancients is in the majority mainly with the post and panel structure form greatly, and along with improving constantly of social production and living standard, the seismic hardening of building in the style of the ancients in the city (or local-style dwelling houses) has become the weak link of urban renewal engineering.Building in the style of the ancients (or local-style dwelling houses) exists the potential safety hazards such as structural seismic is low, structure bad connection, globality is poor, show according to related data, post and panel structure is when earthquake, strenuous vibration due to earthquake, below making, blockwork is askew splits or the distortion that is distorted, or the displacement of recurring structure side direction horizontal is excessive, and in the time can not bearing upper load, total will be collapsed.at present, the Shockproof reinforcing method commonly used to post and panel structure mainly contains: the ring beam and construction column reinforcing pull rod, the steel concrete board wall, exterior wall pastes steel, the reinforcement measures such as outer wall pasting carbon fiber, above-mentioned reinforcement measure can reach consolidation effect preferably for common building, if these building in the style of the ancientss of monofilament carry out seismic hardening according to traditional reinforcement means, will destroy the outer facade of existing building, it is all often the emphasis of going sightseeing in a city due to building in the style of the ancients, affect the whole visual effect of building in the style of the ancients, will cause economy and the social image loss that to estimate to the city.Therefore; existing seismic hardening technology requires stricter historical protective building to satisfy the demand for elevation of building; this just needs to seek a kind of new reinforcement means, makes these building in the style of the ancientss can play the effect of seismic hardening, can accomplish again to protect the effect of the outer facade of original building.
The utility model content
In order to overcome the problems referred to above, the utility model proposes steelframe ruggedized construction in a kind of building in the style of the ancients, solved the technical problem of existing building in the style of the ancients poor seismic behavior, also solve existing reinforcement means and form of structure, when using in building in the style of the ancients, the inside sensory effects outside the damage building in the style of the ancients, weaken the problems such as its sight.
To achieve these goals, the utility model has been taked following technical scheme:
steelframe ruggedized construction in a kind of building in the style of the ancients, comprise new edged steel column, newly add the column of angles, new edged girder steel, newly add horizontal girder steel and roof steel inner ring beam, described new edged steel column is close to former inner wall setting and the corresponding setting of new edged steel column of body of wall relatively, describedly newly add the bight that the column of angles is arranged on former wall, and be adjacent to former inner wall, described roof steel inner ring beam is arranged on the end face of new edged steel column and the Xin Jia column of angles, and hold out against with the roof and form the new supporting steel frame in roof, described new edged girder steel is arranged between adjacent two new edged steel columns or new edged steel column and newly add between the column of angles, and be close to former wall, simultaneously by bolt and former wall drawknot, described newly adding between the new edged steel column that horizontal girder steel is arranged on the correspondence between relative body of wall.
Describedly newly add horizontal girder steel middle position and be equipped with and newly add the center steel column, describedly newly add horizontal girder steel and be connected to the side that newly adds the center steel column, simultaneously, described newly add to be provided with between the steel column of center newly add vertical girder steel.
Described new edged steel column, newly add the column of angles, new edged girder steel, newly add horizontal girder steel, roof steel inner ring beam, newly add vertical girder steel and Xin Jia center steel column is i iron, channel-section steel, H shaped steel or above-mentioned any combination.
Described new edged girder steel is at least with the horizontal girder steel of Xin Jia.
Be lined with billet between the nut of described bolt and former wall.The utility model and traditional ruggedized construction and method have following beneficial effect:
The utility model by interior establish new edged steel column, newly add the center steel column, newly add the column of angles, newly add horizontal girder steel and roof steel inner ring beam forms new structure-bearing system---steel structure device, can bear the whole vertical loads of existing building.A body of wall peripheral structure as new architecture with existing building.The change of this form of structure, with original body of wall load-bearing, be converted into all interior steelframe load-bearing preferably of globality and bearing capacity, both reduced the requirement to age original structure body of wall for a long time, do not affect inside usage space and the outside sensory effects of building in the style of the ancients simultaneously.
Load system after the utility model transforms; steel frame construction in adopting; because steel work has ductility, plasticity and toughness preferably; intensity is high; anti-seismic performance is good, and makes the advantages such as simple, that the construction period is short, tightly links together by bolt with the stylish interior steel frame construction that adds and former wall; make building in the style of the ancients can play the effect of seismic hardening, can accomplish again to protect the effect of the outer facade of original building.It is little that this technology is implemented difficulty, can effectively save cost, can not produce destruction to the original building exterior wall simultaneously, has significant economic benefit and social benefit.
Description of drawings
Fig. 1 is ruggedized construction floor map of the present utility model.
Fig. 2 is the A-A sectional view of Fig. 1.
Fig. 3 is Yuan Qiang and new edged girder steel drawknot detail drawing.
Fig. 4 is that a of Fig. 3 is to view.
In figure, 1: new edged steel column; 2: newly add horizontal girder steel; 3: newly add the center steel column; 4: new edged girder steel; 5: newly add the column of angles; 6: newly add vertical girder steel; 7: former wall; 8: the roof; 9: screw rod; 10: nut; 11: billet; 12: roof steel inner ring beam.
The specific embodiment
as shown in Fig. 1-4, steelframe ruggedized construction in a kind of building in the style of the ancients, comprise new edged steel column 1, newly add the column of angles 5, new edged girder steel 4, newly add horizontal girder steel 2 and roof steel inner ring beam 12, described new edged steel column 1 is close to former wall 7 inwall settings and the corresponding setting of new edged steel column 1 of body of wall relatively, describedly newly add the bight that the column of angles 5 is arranged on former wall 7, and be adjacent to former wall 7 inwalls, described roof steel inner ring beam 12 is arranged on the end face of new edged steel column 1 and the Xin Jia column of angles 5, and hold out against with roof 8 and form the new supporting steel frame in roof 8, described new edged girder steel 4 is arranged between adjacent two new edged steel columns 1 or new edged steel column 1 and newly adding between the column of angles 5, and be close to former wall 7, simultaneously by bolt and former wall 7 drawknots, described newly adding between the new edged steel column 1 that horizontal girder steel 2 is arranged on the correspondence between relative body of wall.
Describedly newly add horizontal girder steel 2 middle positions and be equipped with and newly add center steel column 3, describedly newly add horizontal girder steel 2 and be connected to the side that newly adds center steel column 3, simultaneously, described newly add to be provided with between center steel column 3 newly add vertical girder steel 6.
Described new edged steel column 1, newly add the column of angles 5, new edged girder steel 4, newly add horizontal girder steel 2, roof steel inner ring beam 12, newly add vertical girder steel 6 and Xin Jia center steel column 3 is i iron, channel-section steel, H shaped steel or above-mentioned any combination.
Described new edged girder steel 4 is at least with the horizontal girder steel 2 of Xin Jia.
Be lined with billet 11 between the nut 10 of described bolt and former wall 7.
The job practices of steelframe ruggedized construction in described building in the style of the ancients, step is as follows:
Step 1 according to design drawing, is installed new edged steel column 1 at the first floor of original building, is newly added the position well in advance steel-column foundation of center steel column 3 and the Xin Jia column of angles 5;
Step 8, nutting 10 is with former wall 7 Hes of each layer on the screw rod 9 that exposes former wall 7, and what former wall 7 and the nut 10 of each layer carried out is fastenedly connected.Former wall 7 and new edged girder steel 4 drawknots are integrated, are lined with billet 11 between described nut 10 and former wall 7.
Be more than an exemplary embodiments of the present utility model, enforcement of the present utility model is not limited to this.
Claims (5)
1. steelframe ruggedized construction in a building in the style of the ancients, it is characterized in that: comprise new edged steel column (1), newly add the column of angles (5), new edged girder steel (4), newly add horizontal girder steel (2) and roof steel inner ring beam (12), described new edged steel column (1) is close to former wall (7) inwall setting and the corresponding setting of new edged steel column (1) of body of wall relatively, describedly newly add the bight that the column of angles (5) is arranged on former wall (7), and be adjacent to former wall (7) inwall, described roof steel inner ring beam (12) is arranged on new edged steel column (1) and newly adds the end face of the column of angles (5), and hold out against the new supporting steel frame in formation roof (8) with roof (8), described new edged girder steel (4) is arranged between adjacent two new edged steel columns (1) or new edged steel column (1) and newly adding between the column of angles (5), and be close to former wall (7), simultaneously by bolt and Yuan Qiang (7) drawknot, described newly adding between the new edged steel column (1) that horizontal girder steel (2) is arranged on the correspondence between relative body of wall.
2. steelframe ruggedized construction in building in the style of the ancients according to claim 1, it is characterized in that: described horizontal girder steel (2) middle position that newly adds is equipped with and newly adds center steel column (3), the described horizontal girder steel (2) that newly adds is connected to the side that newly adds center steel column (3), simultaneously, described newly add to be provided with between center steel column (3) newly add vertical girder steel (6).
3. steelframe ruggedized construction in building in the style of the ancients according to claim 2 is characterized in that: described new edged steel column (1), newly add the column of angles (5), new edged girder steel (4), newly add horizontal girder steel (2), roof steel inner ring beam (12), newly add vertical girder steel (6) and newly to add center steel column (3) be i iron, channel-section steel, H shaped steel or above-mentioned any combination.
4. steelframe ruggedized construction in building in the style of the ancients according to claim 1 is characterized in that: described new edged girder steel (4) and newly add horizontal girder steel (2) and be at least one.
5. steelframe ruggedized construction in building in the style of the ancients according to claim 1, is characterized in that: be lined with billet (11) between the nut of described bolt (10) and former wall (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220612473 CN202945820U (en) | 2012-11-15 | 2012-11-15 | Inner steel frame reinforced structure of pseudo-classic architecture |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220612473 CN202945820U (en) | 2012-11-15 | 2012-11-15 | Inner steel frame reinforced structure of pseudo-classic architecture |
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| CN202945820U true CN202945820U (en) | 2013-05-22 |
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| CN 201220612473 Expired - Fee Related CN202945820U (en) | 2012-11-15 | 2012-11-15 | Inner steel frame reinforced structure of pseudo-classic architecture |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102936968A (en) * | 2012-11-15 | 2013-02-20 | 北京筑福建设工程有限责任公司 | Inner steel frame reinforced structure of pseudo-classic architecture and construction method thereof |
| CN105625746A (en) * | 2016-03-11 | 2016-06-01 | 上海建工二建集团有限公司 | Internal replacement structure of existing building and construction method thereof |
| CN107044088A (en) * | 2017-03-15 | 2017-08-15 | 浙江水利水电学院 | A kind of scaffold and its construction method for ancient building shelter bridge |
| CN109869031A (en) * | 2019-03-04 | 2019-06-11 | 杭州柯洛建材科技有限公司 | A kind of pseudo-classic architecture with safe earthquake-proof structure |
-
2012
- 2012-11-15 CN CN 201220612473 patent/CN202945820U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102936968A (en) * | 2012-11-15 | 2013-02-20 | 北京筑福建设工程有限责任公司 | Inner steel frame reinforced structure of pseudo-classic architecture and construction method thereof |
| CN102936968B (en) * | 2012-11-15 | 2015-06-03 | 北京筑福国际工程技术有限责任公司 | Construction method of inner steel frame reinforced structure of pseudo-classic architecture |
| CN105625746A (en) * | 2016-03-11 | 2016-06-01 | 上海建工二建集团有限公司 | Internal replacement structure of existing building and construction method thereof |
| CN107044088A (en) * | 2017-03-15 | 2017-08-15 | 浙江水利水电学院 | A kind of scaffold and its construction method for ancient building shelter bridge |
| CN107044088B (en) * | 2017-03-15 | 2019-04-26 | 浙江水利水电学院 | A kind of scaffold and its construction method for ancient building shelter bridge |
| CN109869031A (en) * | 2019-03-04 | 2019-06-11 | 杭州柯洛建材科技有限公司 | A kind of pseudo-classic architecture with safe earthquake-proof structure |
| CN109869031B (en) * | 2019-03-04 | 2020-08-18 | 杭州柯洛建材科技有限公司 | Safe earthquake-resistant structure in archaize building |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| DD01 | Delivery of document by public notice |
Addressee: Beijing Aeido International Engineering Technology Co., Ltd. Document name: Notification to Pay the Fees |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130522 Termination date: 20161115 |
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| CF01 | Termination of patent right due to non-payment of annual fee |