CN101289882B - Anti-knock shock resistance reinforced frame - Google Patents
Anti-knock shock resistance reinforced frame Download PDFInfo
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- CN101289882B CN101289882B CN2008100164824A CN200810016482A CN101289882B CN 101289882 B CN101289882 B CN 101289882B CN 2008100164824 A CN2008100164824 A CN 2008100164824A CN 200810016482 A CN200810016482 A CN 200810016482A CN 101289882 B CN101289882 B CN 101289882B
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Abstract
The invention discloses a shock-proof impact-proof reinforced frame, belonging to the building member technical field. The reinforced frame comprises the main members of a corner connecting piece corresponding to an indoor corner as well as a vertical support and a transverse support respectively corresponding to the junctions between indoor wall bodies, between the wall bodies and a ceiling and between the wall bodies and a floor, wherein the corner connecting piece comprises three connecting sleeves perpendicular to one another; the end parts of the vertical support and the transverse support are plugs corresponding to the connecting sleeves; the main members are firmly connected through the sleeves and the plugs to form a main frame; a vertical fence and a transverse fence are respectively arranged between a wall surface and a ceiling frame consisting of the vertical support and the transverse support; and the edges of the fences are fixed on the corresponding vertical support and transverse support. The shock-proof impact-proof reinforced frame can carry out effective shock-proof reinforcement of a building.
Description
(1) technical field
The present invention relates to a kind of anti-knock shock resistance reinforced frame, belong to the building unit technical field.This anti-knock shock resistance reinforced frame is used to be installed in house interior, is used to strengthen purpose, when causing the house damaged in the intense impact of earthquake of being damaged property or typhoon, and the anti-knock shock resistance reinforced frame that can effectively protect the internal staff.
(2) background technology
After earthquake or typhoon forecast issue, perhaps after the principal earthquake, during the anti-aftershock, people will carry out structural reinforcement to building usually.At present building is carried out structural reinforcement, also have only wooden building just to have,, also do not have good way at present for the cement concrete building.Normally increase the member that it is carried out the structure reinforcement specific to wooden building, cant beam, nail tilted supporter are set between post and post, the whole bag of tricks such as Contraband word nail, L section bar are installed such as adopting.But for the cement concrete building, after the earthquake prediction issue, perhaps after the principal earthquake, during the anti-aftershock, people have to take out of fixed buildings, stay in the tent that build in vacant lot.
But, above-mentioned occasion of building being carried out the sharp pounding that method that structure strengthens causes in ruinous earthquake or typhoon etc., its stiffening effect is unsatisfactory, at connecting portion, member dislocation, breakage etc. might take place, the wooden building thing is destroyed at this connecting portion, perhaps directly causes collapsing of building.
Abroad, when hurricane arrives a few days ago, people often need a large amount of wooden boards that door, window etc. is tightly pegged, yet the power of five-stage hurricane is enough to destroy these stiffening devices, causes the odds and ends and the house of the inside, room all to be destroyed.
Building mainly is the cement concrete building both at home and abroad at present, its structural strength height, but poor toughness, and cracked easily in the violent earthquake occasion that ruinous earthquake more than 6 grades causes, even if building does not fall, its fragment that drops also hurts the people easily.If earthquake magnitude is big again, cement pre-fabricated panel or other constructional materialss drop from top to bottom, certain speed is arranged, directly fall on the human body, its impact force is enough to cause people's injures and deaths, and the superstructure material drops to the impact force of lower floor and seismic wave stack, forms collapsing of snowslide character easily.
(3) summary of the invention
That the wooden building thing is carried out structural stiffening effect is bad in order to overcome at present in the present invention, and the cement concrete building is carried out the problem that structural reinforcement does not have good way, and providing a kind of can carry out the anti-knock shock resistance reinforced frame that effective antidetonation is strengthened to building.
The present invention is by the following technical solutions:
This invention anti-knock shock resistance reinforced frame, main member comprises the corner connector corresponding to indoor turning, and respectively corresponding to perpendicular support, the horizontal support of intersection between between indoor wall and body of wall and ceiling, floor, wherein: corner connector comprises orthogonal three branch sleeves, above-mentioned perpendicular support and horizontal supporting base end portion are the plug corresponding to branch sleeve, and above-mentioned main member is fastenedly connected the formation main frame by sleeve and plug; Be respectively arranged with vertical pad and horizontal pad between metope that above-mentioned perpendicular support and horizontal support constitute and ceiling framework, its edge is fixed in corresponding perpendicular support and the horizontal support.
Above-mentioned anti-knock shock resistance reinforced frame is provided with horizontal pad between described horizontal support corresponding to the floor.
Above-mentioned anti-knock shock resistance reinforced frame, described branch sleeve are provided with the silk hole that is used to be fastenedly connected, and described plug is correspondingly provided with a hole; Described perpendicular pad and horizontal pad are the one pad, and it is wrapped in described horizontal support and the perpendicular outside of supporting, and is fastening by rivet.Described with being provided with the supplemental support that two ends have plug between the horizontal support of one side and between perpendicular the support, this plug is fastenedly connected with the adapter sleeve that is arranged on horizontal support or perpendicular the support.Described horizontal support and the perpendicular middle part of supporting are provided with the telescoping mechanism that is used to adjust its length.
Above-mentioned anti-knock shock resistance reinforced frame, described telescoping mechanism are the mechanism of threaded engagement, and its part is for having the screw rod of cylinder rotary pair, and another part is and the silk hole of its threaded engagement that wherein screw rod also is provided with the nut that is used to adjust this mechanism.Described telescoping mechanism can also adopt the plug and the sleeve of mutual grafting, and both relative set are useful on a plurality of holes adjusting described perpendicular support or horizontal bearing length.
Above-mentioned anti-knock shock resistance reinforced frame, described telescoping mechanism are the mechanism of threaded engagement, and its part is for having the screw rod of cylinder rotary pair, and another part is and the silk hole of its threaded engagement that wherein screw rod also is provided with the nut that is used to adjust this mechanism.This telescoping mechanism can also adopt the plug and the sleeve of mutual grafting, and both relative set are useful on a plurality of holes adjusting described perpendicular support or horizontal bearing length.
Anti-knock shock resistance reinforced frame of the present invention, it is strengthened building internally, it constitutes the support main frame of rigidity by perpendicular support, horizontal support and corner connector, it is close proximity on the corresponding building body and forms rigid support, when earthquake or typhoon formation vibrations, it can effectively reduce the building amplitude, thereby has strengthened the antidetonation rank of building.The present invention is not only applicable to wooden building, is the building that is applicable to cement concrete yet, because at present the ratio of cement concrete building is bigger, that building is carried out the mode scope of application of structural reinforcement is bigger with respect to existing thereby make it.
Corner connector of the present invention comprises orthogonal three branch sleeves, so that match with the corner, and perpendicular support and horizontal supporting base end portion are the plug corresponding to branch sleeve, both are fastenedly connected the formation main frame, this connected mode easy accessibility.In order to obtain to go along with sb. to guard him preferably, prevent that building from falling because of vibrations have the part constructional materials, cause casualties, be respectively arranged with perpendicular pad and horizontal pad between metope that above-mentioned perpendicular support and horizontal support constitute and ceiling framework, its edge is fixed in corresponding perpendicular support and the horizontal support.Simultaneously, the existence of pad makes that constructional materials is firm and drops, and is promptly hindered, and can not cause the superstructure material to drop to form the impact force to substrustion, and has avoided the avalanche of avalanche type.Even if building collapsing, the space enclosing structure of its formation also can rely on the process of himself stressed deflection, impact power is carried out some bufferings, thereby personnel are formed the certain protection effect.
(4) description of drawings
Fig. 1 is specific embodiment of the invention corner connector and horizontal support, erects and support the mounting structure schematic diagram.
Fig. 2 is the specific embodiment of the invention 1 a telescoping mechanism structural representation.
Fig. 3 is the specific embodiment of the invention 1 a pad mounting means schematic diagram.
Fig. 4 is the specific embodiment of the invention 1 a supplemental support mounting structure schematic diagram.
Among the figure: 1, corner connector, 2, branch sleeve, 3, the silk hole, 4, plug, 5, the silk hole, 6, horizontal support, 7, the perpendicular support, 8, the cylinder rotary pair, 9, nut, 10, screw rod, 11, the silk hole, 12, pad, 13, rivet, 14, horizontal pad, 15, vertical pad, 16, plug, 17, supplemental support, 18, adapter sleeve.
(5) specific embodiment
Embodiment 1:
With reference to Figure of description 1 to 4, this specific embodiment anti-knock shock resistance reinforced frame, its main member comprises the corner connector 1 corresponding to indoor turning, and respectively corresponding to perpendicular support 7, the horizontal support 6 of intersection between between indoor wall and body of wall and ceiling, floor, wherein: corner connector comprises orthogonal three branch sleeves 2, above-mentioned perpendicular support and horizontal supporting base end portion are the plug 4 corresponding to branch sleeve, and above-mentioned main member is fastenedly connected the formation main frame by sleeve and plug; Be respectively arranged with vertical pad 15 and horizontal pad 14 between metope that above-mentioned perpendicular support and horizontal support constitute and ceiling framework, its edge is fixed in corresponding perpendicular support and the horizontal support.In order to make support obtain better supporting way corresponding to the floor, the horizontal support of this face be welded with angle steel or with the steel plate of floor contact surface, becoming that horizontal support contacts with the line of supporting surface is the face contact, thereby makes frame construction stability and supporting capacity raising.
Consider that described 6 of horizontal supports corresponding to the floor are provided with horizontal pad, thereby form the space enclosing structure of a sealing if because ruinous earthquake or typhoon are too fierce, may cause building collapsing or upset, increase people's safety factor.
Described branch sleeve 2 is provided with the silk hole 3 that is used to be fastenedly connected, and described plug is correspondingly provided with a hole 5, and the socket mode is more convenient, adopts a silk hole mode to be convenient to bolt and connects, and directly screw in respect to silk hole direction and to get final product, and is very convenient.Can certainly adopt the unthreaded hole mode, but unthreaded hole also needs nut to cooperate with bolt comparatively speaking just can carry out effectively fastening.Described perpendicular pad and horizontal pad can be selected the higher canvas of strength ratio for use, in order to make it more firm, adopting perpendicular pad and horizontal pad is one pad 12, pack tightly respective support after, by rivet 13 it is anchored on the respective support, separately can constitutes perpendicular pad and horizontal pad from the riveted point outside then.
Pad can also adopt gauze wire cloth or the higher material of other strength ratios.
For the bigger room of span, described with one side 6 of horizontal supports and perpendicular support 7 and be provided with the supplemental support 17 that two ends have plug 16, so that frame construction is strengthened, its plug is fastenedly connected with the adapter sleeve 18 that is arranged on horizontal support or perpendicular the support.Supplemental support can be arranged to be parallel to the supplemental support of main supporting member, also can be arranged to constitute better gusseted pattern of stability with supporting member.
Because the height and the Design of length of many employings of existing building standard, so each main support member of this specific embodiment---horizontal support 6 and perpendicularly support 7 and be arranged to the member that differs corresponding to building length, certainly because the words of its fixed size, be unfavorable for assembling, be provided with the telescoping mechanism that is used to adjust its length in the middle.
In order in adjusting length range, to obtain random length, described telescoping mechanism is the mechanism of threaded engagement, its part is for having the screw rod 10 of cylinder rotary pair 8, and another part is and the silk hole 11 of its threaded engagement that wherein screw rod also is provided with the nut 9 that is used to adjust this mechanism.Can directly adjust nut by spanner and get final product, very easy to use.
Embodiment 2:
With respect to embodiment 1, its difference is, the telescoping mechanism of this specific embodiment adopts the plug and the sleeve of pegging graft mutually, and both relative set are useful on a plurality of holes adjusting described perpendicular support 7 or horizontal support 6 length, selects corresponding silk hole just passable as required.
Certainly the telescoping mechanism of the present invention's employing is not limited to above two kinds, can also adopt such as screw mechanism.For certain buffering is arranged, buffer gear can also be set in the middle, such as spring buffer mechanism.
Claims (7)
1. anti-knock shock resistance reinforced frame, it is characterized in that: main member comprises the corner connector (1) corresponding to indoor turning, and respectively corresponding to perpendicular support (7), the horizontal support (6) of intersection between between indoor wall and body of wall and ceiling, floor, wherein:
Corner connector comprises orthogonal three branch sleeves (2), and above-mentioned perpendicular support and horizontal supporting base end portion are the plug (4) corresponding to branch sleeve, and above-mentioned main member is fastenedly connected the formation main frame by sleeve and plug;
Be respectively arranged with vertical pad (15) and horizontal pad (14) between metope that above-mentioned perpendicular support and horizontal support constitute and ceiling framework, its edge is fixed in corresponding perpendicular support and the horizontal support.
2. anti-knock shock resistance reinforced frame according to claim 1 is characterized in that: be provided with horizontal pad between the horizontal support (6) corresponding to the floor.
3. anti-knock shock resistance reinforced frame according to claim 1 and 2 is characterized in that: described branch sleeve (2) is provided with the silk hole (3) that is used to be fastenedly connected, and described plug is correspondingly provided with a hole (5); Described vertical pad and horizontal pad are one pad (12), and it is wrapped in described horizontal support (6) and perpendicular (7) outside of supporting, and is fastening by rivet (13).
4. anti-knock shock resistance reinforced frame according to claim 3, it is characterized in that: with being provided with the supplemental support (17) that two ends have plug (16) between the horizontal support (6) of one side and between perpendicular support (7), this plug is fastenedly connected with the adapter sleeve (18) that is arranged on horizontal support or perpendicular the support.
5. anti-knock shock resistance reinforced frame according to claim 4 is characterized in that: described horizontal support (6) and perpendicular (7) middle part of supporting are provided with the telescoping mechanism that is used to adjust its length.
6. anti-knock shock resistance reinforced frame according to claim 5, it is characterized in that: described telescoping mechanism is the mechanism of threaded engagement, its part is for having the screw rod (10) of cylinder rotary pair (8), another part is and the silk hole (11) of its threaded engagement that wherein screw rod also is provided with the nut (9) that is used to adjust this mechanism.
7. anti-knock shock resistance reinforced frame according to claim 5 is characterized in that: plug and the sleeve of described telescoping mechanism for pegging graft mutually, both relative set are useful on a plurality of holes adjusting described perpendicular support (7) or horizontal support (6) length.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2008100164824A CN101289882B (en) | 2008-06-06 | 2008-06-06 | Anti-knock shock resistance reinforced frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2008100164824A CN101289882B (en) | 2008-06-06 | 2008-06-06 | Anti-knock shock resistance reinforced frame |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101289882A CN101289882A (en) | 2008-10-22 |
| CN101289882B true CN101289882B (en) | 2010-06-02 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2008100164824A Expired - Fee Related CN101289882B (en) | 2008-06-06 | 2008-06-06 | Anti-knock shock resistance reinforced frame |
Country Status (1)
| Country | Link |
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| CN (1) | CN101289882B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102094468B (en) * | 2010-12-31 | 2012-06-06 | 中国人民解放军总参谋部工程兵第四设计研究院 | Water screen for rapidly attenuating shock wave in pits |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2216550Y (en) * | 1994-02-05 | 1996-01-03 | 邱圣瑜 | Earthquake resisting external wall-panel with elastic connection system |
| CN2303036Y (en) * | 1997-03-05 | 1999-01-06 | 深圳京鹏化工建材有限公司 | Three-D fire-proof panel with steel net frame and net sheet folding structure |
| CN2434382Y (en) * | 2000-07-11 | 2001-06-13 | 王成武 | Combined movable dwellings composed of light steel skeleton standard assembly |
| CN201224930Y (en) * | 2008-06-12 | 2009-04-22 | 杨思念 | Anti-vibration anti-shock reinforced frame |
-
2008
- 2008-06-06 CN CN2008100164824A patent/CN101289882B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2216550Y (en) * | 1994-02-05 | 1996-01-03 | 邱圣瑜 | Earthquake resisting external wall-panel with elastic connection system |
| CN2303036Y (en) * | 1997-03-05 | 1999-01-06 | 深圳京鹏化工建材有限公司 | Three-D fire-proof panel with steel net frame and net sheet folding structure |
| CN2434382Y (en) * | 2000-07-11 | 2001-06-13 | 王成武 | Combined movable dwellings composed of light steel skeleton standard assembly |
| CN201224930Y (en) * | 2008-06-12 | 2009-04-22 | 杨思念 | Anti-vibration anti-shock reinforced frame |
Non-Patent Citations (1)
| Title |
|---|
| JP特开平11-93262A 1999.04.06 |
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| CN101289882A (en) | 2008-10-22 |
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| C14 | Grant of patent or utility model | ||
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Owner name: GUO ZONGCAI YANG SINIAN YANG SIZU Owner name: NIE SHENGHAI Free format text: FORMER OWNER: YANG SINIAN Effective date: 20110518 |
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| CB03 | Change of inventor or designer information |
Inventor after: Nie Shenghai Inventor after: Guo Zongcai Inventor after: Yang Sinian Inventor after: Yang Sizu Inventor before: Yang Sinian Inventor before: Yang Sizu Inventor before: Liu Shidong Inventor before: Liu Zhigang |
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| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 250001 NO. 205, BUILDING 1, NO. 32-1, SHENGLI STREET, SHIZHONG DISTRICT, JI NAN CITY, SHANDONG PROVINCE TO: 250001 NO. 11, CHANGCHUNGUAN STREET, SHIZHONG DISTRICT, JI NAN CITY, SHANDONG PROVINCE Free format text: CORRECT: INVENTOR; FROM: YANG SINIAN YANG SIZU LIU SHIDONG LIU ZHIGANG TO: NIE SHENGHAI GUO ZONGCAIYANG SINIAN YANG SIZU |
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| TR01 | Transfer of patent right |
Effective date of registration: 20110518 Address after: The District of Ji'nan city of Shandong province 250001 City Street No. 11 Co-patentee after: Guo Zongcai Patentee after: Nie Shenghai Co-patentee after: Yang Sinian Co-patentee after: Yang Sizu Address before: 250001, No. 1, building 32-1, Shengli Road, Shizhong District, Shandong, Ji'nan, 205 Patentee before: Yang Sinian |
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| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100602 Termination date: 20110606 |