CN105544830A - Anti-seismic partition plate structure and installing method thereof - Google Patents
Anti-seismic partition plate structure and installing method thereof Download PDFInfo
- Publication number
- CN105544830A CN105544830A CN201610033692.9A CN201610033692A CN105544830A CN 105544830 A CN105544830 A CN 105544830A CN 201610033692 A CN201610033692 A CN 201610033692A CN 105544830 A CN105544830 A CN 105544830A
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- China
- Prior art keywords
- keel
- wearing plate
- face
- access division
- brace summer
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/43—Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Environmental & Geological Engineering (AREA)
- Mechanical Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses an anti-seismic partition plate structure which comprises a left keel and a right keel. A support beam is arranged on the side, facing the right keel, of the left keel, a fixing groove is formed in the middle of the right keel, and the support beam is embedded into the inner side of the fixing groove; Y-shaped support foot structures are arranged on the end faces of the upper side and the lower side of the support beam, one end of each support foot structure is fixedly connected to the inner side wall of the upper end or the lower end of the support beam, and the other end of the support foot structure is attached to one of two opposite side walls of the inner side of the fixing groove; the outer walls of the upper side and the lower side of the right keel are each provided with a right wear-resisting plate, and clamping parts are arranged on the side, close to the left keel, of the right keel. According to the anti-seismic partition plate structure, by adopting the structure including the left keel and the right keel and adopting the support beam to achieve connection of the left keel with the right keel, the effect of buffering the acting force in the vertical direction and the acting force in the horizontal direction can be achieved, and the good anti-seismic effect is achieved.
Description
Technical field
The present invention relates to a kind of antidetonation diaphragm structure and mounting method thereof.
Background technology
Existing floor slab structure adopts pouring concrete structure usually, and middle part is provided with the keel that reinforcing bar is formed, and makes overall structure have better anti seismic efficiency.Due to when there is earthquake, not only there is the vibration of vertical direction, also there is the shearing force effect of horizontal direction, during existing floor slab structure generation earthquake, easily rupturing, structural instability, meanwhile, integrative-structure installs inconvenience.
Summary of the invention
The object of the present invention is to provide a kind of antidetonation diaphragm structure and mounting method thereof, prior art Problems existing can be improved, by adopting left keel and right keel structure, and adopt the connection of both brace summer realizations, the effect that the active force of vertical direction and the active force of horizontal direction are cushioned can be realized, play good anti seismic efficiency.
The present invention is achieved through the following technical solutions:
A kind of antidetonation diaphragm structure, comprise left keel and right keel, at described left keel, described right keel side is provided with brace summer, holddown groove is provided with in the middle part of described right keel, described brace summer is embedded in inside described holddown groove, described brace summer upper and lower both sides end face is respectively arranged with stand bar structure, described stand bar structure is Y-shaped, described stand bar structure one end is fixedly connected on the inside wall of described brace summer upper and lower two ends, its other end to be fitted in inside described holddown groove on two sidewalls in opposite directions, described right keel upper and lower both sides outer wall is respectively arranged with right side wearing plate, at described right keel, described left keel side is provided with Access Division, the L-shaped structure in described Access Division, clamping space is formed between the upper and lower end face of described Access Division and described right keel, the end face outside of described Access Division equals the thickness of described right side wearing plate to the distance of described right keel end face outside, the end face of both sides up and down of described left keel is respectively arranged with left side wearing plate, described left side wearing plate is provided with step trough near described right keel one end, this step trough can be embedded in described clamping space, the thickness of described left side wearing plate equals the thickness of described right side wearing plate, the packed layer that diatom ooze is made is filled with between described step trough and described Access Division end face in opposite directions.
Further, for realizing the present invention better, be hollow structure inside described left keel, described left keel inside is provided with reinforcing rib.
Further, for realizing the present invention better, the end face of both sides up and down of described left keel is respectively arranged with T-shaped groove, described wearing plate lower surface, left side is provided with slide block, described slide block can slide along described groove, and described right side wearing plate is bonded on described right keel by high temperature resistant binder.
Further, for realizing the present invention better, described stand bar structure is provided with kink away from described brace summer, described kink place plane and described brace summer upper and lower both sides end face are parallel to each other, and described kink to be fitted in inside described holddown groove on two sidewalls in opposite directions away from described brace summer one side end face.
Further, for realizing the present invention better, the invention also discloses a kind of mounting method of antidetonation diaphragm structure, comprising the following steps:
S1: be embedded in the holddown groove in the middle part of right keel by the brace summer on left keel, regulates the relative position of left keel and right keel, determines the degree of depth that brace summer embeds;
S2: install right side wearing plate, right keel upper and lower both sides end face applies high temperature resistant binder, is bonded on high temperature resistant binder by right side wearing plate, treats that its solidification is stable;
S3: install Access Division, L-shaped Access Division is welded on right keel, makes to form clamping space between Access Division and right keel;
S4: install left side wearing plate, is provided with step trough side and is embedded in the clamping space that formed between Access Division and right keel by left side wearing plate, make left side wearing plate relatively be fixed on left keel by Access Division;
S5: fill diatom ooze, diatom ooze is filled in Access Division and forms packed layer away from described wearing plate one end, right side end face in opposite directions and step trough end face in opposite directions, make the complete cavity filling structure of diatom ooze, until packed layer end face outside and left side wearing plate end face outside contour.
The present invention compared with prior art, has following beneficial effect:
The present invention passes through the left keel of the mutual splicing of employing two and right keel structure, play while supporting integrally-built effect, the effect that vertical direction and horizontal direction active force are cushioned can be played, thus there is better antihunt action, adopt Access Division to realize left side wearing plate and being mounted opposite of right side wearing plate simultaneously, both are made to keep equal altitudes structure, thus make whole diaphragm structure outward appearance more attractive in appearance, utilize the moisture sorption effect of diatom ooze, realize the effect that room air is improved.
Accompanying drawing explanation
In order to be illustrated more clearly in the technical scheme of the embodiment of the present invention, be briefly described to the accompanying drawing used required in embodiment below, be to be understood that, the following drawings illustrate only some embodiment of the present invention, therefore the restriction to scope should be counted as, for those of ordinary skill in the art, under the prerequisite not paying creative work, other relevant accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is overall structure schematic diagram of the present invention.
Wherein: 101. left keel, 102. right keel, 103. brace summers, 104. holddown grooves, 105. stand bar structure, wearing plate on the right side of in the of 106., 107. Access Divisions, wearing plate on the left of in the of 108., 109. reinforcing ribs, 110. slide blocks, 111. kinks, 112. packed layers, 113. clamping spaces.
Detailed description of the invention
Below in conjunction with specific embodiment, the present invention is described in further detail, but embodiments of the present invention are not limited thereto.
Embodiment 1:
As shown in Figure 1, a kind of antidetonation diaphragm structure, comprise left keel 101 and right keel 102, at described left keel 101, described right keel 102 side is provided with brace summer 103, holddown groove 104 is provided with in the middle part of described right keel 102, described brace summer 103 is embedded in inside described holddown groove 104, described brace summer about 103 both sides end face is respectively arranged with stand bar structure 105, described stand bar structure 105 is Y-shaped, described stand bar structure 105 one end is fixedly connected on described brace summer about 103 two ends inside wall, its other end to be fitted in inside described holddown groove 104 on two sidewalls in opposite directions, described right keel about 102 both sides outer wall is respectively arranged with right side wearing plate 106, at described right keel 102, described left keel 101 side is provided with Access Division 107, the described L-shaped structure in Access Division 107, clamping space 113 is formed between the upper and lower end face of described Access Division 107 and described right keel 102, the end face outside of described Access Division 107 equals the thickness of described right side wearing plate 106 to the distance of described right keel 102 end face outside, the end face of both sides up and down of described left keel 101 is respectively arranged with left side wearing plate 108, described left side wearing plate 108 is provided with step trough near described right keel 102 one end, this step trough can be embedded in described clamping space 113, the thickness of described left side wearing plate 108 equals the thickness of described right side wearing plate 106, the packed layer 112 that diatom ooze is made is filled with between described step trough and described Access Division 107 end face in opposite directions.
By arranging left keel and right keel, brace summer is embedded in holddown groove, realize being interconnected between left keel and right keel, pass through stand bar structure, to make between brace summer and holddown groove to produce deformation under active force in the vertical direction, by Access Division structure, can realize realizing between left side wearing plate with right keel being connected, the present invention adopts interface arrangment, make to realize equal altitudes between left side wearing plate and right side wearing plate to fix, when being subject to vertical direction active force, the buffering to active force is realized by left keel and right keel and stand bar structure, when being subject to horizontal direction active force, left side wearing plate can move relative to right side wearing plate, make it can not damage under active force, simultaneously, brace summer also can move along holddown groove, realize the buffering to active force, play anti seismic efficiency.
In order to alleviate the weight of structure, meanwhile, the shock resistance of holding structure, in the present embodiment, preferably, is hollow structure inside described left keel 101, described left keel 101 inside is provided with reinforcing rib 109.
The conveniently installation of left side wearing plate, make it relatively can have certain removable shape between the wearing plate of right side, structure is enable to bear certain horizontal direction active force, in the present embodiment, preferably, the end face of both sides up and down of described left keel 101 is respectively arranged with T-shaped groove, described left side wearing plate 108 lower surface is provided with slide block 110, described slide block 110 can slide along described groove, and described right side wearing plate 106 is bonded on described right keel 102 by high temperature resistant binder.When being subject to horizontal direction active force, left side wearing plate can slide along groove, avoids producing rigid shock between Access Division and causes damage.
In order to increase the contact area between stand bar structure and holddown groove, make structure between left keel and right keel more stable, in the present embodiment, preferably, described stand bar structure 105 is provided with kink 111 away from described brace summer 103, described kink 111 place plane and described brace summer about 103 both sides end face are parallel to each other, and described kink 111 to be fitted in inside described holddown groove 104 on two sidewalls in opposite directions away from described brace summer 103 1 side end face.
Embodiment 2:
The present embodiment, on the basis of embodiment 1, the invention also discloses a kind of mounting method of antidetonation diaphragm structure, comprises the following steps:
S1: be embedded in the holddown groove in the middle part of right keel by the brace summer on left keel, regulates the relative position of left keel and right keel, determines the degree of depth that brace summer embeds;
S2: install right side wearing plate, right keel upper and lower both sides end face applies high temperature resistant binder, is bonded on high temperature resistant binder by right side wearing plate, treats that its solidification is stable;
S3: install Access Division, L-shaped Access Division is welded on right keel, makes to form clamping space between Access Division and right keel;
S4: install left side wearing plate, is provided with step trough side and is embedded in the clamping space that formed between Access Division and right keel by left side wearing plate, make left side wearing plate relatively be fixed on left keel by Access Division;
S5: fill diatom ooze, diatom ooze is filled in Access Division and forms packed layer away from described wearing plate one end, right side end face in opposite directions and step trough end face in opposite directions, make the complete cavity filling structure of diatom ooze, until packed layer end face outside and left side wearing plate end face outside contour.
The foregoing is only the preferred embodiments of the present invention, be not limited to the present invention, for a person skilled in the art, the present invention can have various modifications and variations.Within the spirit and principles in the present invention all, any amendment done, equivalent replacement, improvement etc., all should be included within protection scope of the present invention.
Claims (5)
1. an antidetonation diaphragm structure, it is characterized in that: comprise left keel (101) and right keel (102), at described left keel (101), described right keel (102) side is provided with brace summer (103), described right keel (102) middle part is provided with holddown groove (104), described brace summer (103) is embedded in described holddown groove (104) inner side, described brace summer (103) up and down both sides end face are respectively arranged with stand bar structure (105), described stand bar structure (105) is Y-shaped, described stand bar structure (105) one end is fixedly connected on the inside wall of described brace summer (103) upper and lower two ends, its other end is fitted on two sidewalls in opposite directions of described holddown groove (104) inner side, described right keel (102) up and down both sides outer wall are respectively arranged with right side wearing plate (106), at described right keel (102), described left keel (101) side is provided with Access Division (107), described Access Division (107) L-shaped structure, clamping space (113) is formed between the upper and lower end face of described Access Division (107) and described right keel (102), the end face outside of described Access Division (107) equals the thickness of described right side wearing plate (106) to the distance of described right keel (102) end face outside, the end face of both sides up and down of described left keel (101) is respectively arranged with left side wearing plate (108), described left side wearing plate (108) is provided with step trough near described right keel (102) one end, this step trough can be embedded in described clamping space (113), the thickness of described left side wearing plate (108) equals the thickness of described right side wearing plate (106), the packed layer (112) that diatom ooze is made is filled with between described step trough and described Access Division (107) end face in opposite directions.
2. a kind of antidetonation diaphragm structure according to claim 1, is characterized in that: described left keel (101) inner side is hollow structure, and described left keel (101) inside is provided with reinforcing rib (109).
3. a kind of antidetonation diaphragm structure according to claim 1, it is characterized in that: on the end face of both sides up and down of described left keel (101), be respectively arranged with T-shaped groove, described left side wearing plate (108) lower surface is provided with slide block (110), described slide block (110) can slide along described groove, and described right side wearing plate (106) is bonded on described right keel (102) by high temperature resistant binder.
4. a kind of antidetonation diaphragm structure according to claim 1, it is characterized in that: described stand bar structure (105) is provided with kink (111) away from described brace summer (103), described kink (111) place plane and described brace summer (103) up and down both sides end face are parallel to each other, and described kink (111) is fitted on two sidewalls in opposite directions of described holddown groove (104) inner side away from described brace summer (103) side end face.
5. a mounting method for antidetonation diaphragm structure, is characterized in that: comprise the following steps:
S1: be embedded in the holddown groove in the middle part of right keel by the brace summer on left keel, regulates the relative position of left keel and right keel, determines the degree of depth that brace summer embeds;
S2: install right side wearing plate, right keel upper and lower both sides end face applies high temperature resistant binder, is bonded on high temperature resistant binder by right side wearing plate, treats that its solidification is stable;
S3: install Access Division, L-shaped Access Division is welded on right keel, makes to form clamping space between Access Division and right keel;
S4: install left side wearing plate, is provided with step trough side and is embedded in the clamping space that formed between Access Division and right keel by left side wearing plate, make left side wearing plate relatively be fixed on left keel by Access Division;
S5: fill diatom ooze, diatom ooze is filled in Access Division and forms packed layer away from described wearing plate one end, right side end face in opposite directions and step trough end face in opposite directions, make the complete cavity filling structure of diatom ooze, until packed layer end face outside and left side wearing plate end face outside contour.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610033692.9A CN105544830B (en) | 2016-01-19 | 2016-01-19 | A kind of antidetonation diaphragm structure and its installation method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610033692.9A CN105544830B (en) | 2016-01-19 | 2016-01-19 | A kind of antidetonation diaphragm structure and its installation method |
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| Publication Number | Publication Date |
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| CN105544830A true CN105544830A (en) | 2016-05-04 |
| CN105544830B CN105544830B (en) | 2017-08-08 |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001011997A (en) * | 1999-06-29 | 2001-01-16 | Harasawa Homes Co Ltd | Underfloor heat insulating structure of building and underfloor heat insulating method for building |
| CN2670473Y (en) * | 2003-11-11 | 2005-01-12 | 潘旭鹏 | Light trussed reiforced concrete assembled floor |
| CN2895591Y (en) * | 2006-06-16 | 2007-05-02 | 葛伟峰 | Hollow sound-insulation partition wall board |
| CN101024987A (en) * | 2007-02-08 | 2007-08-29 | 广州大学 | Storied-building energ-eliminating shock-damping structure |
| CN203834772U (en) * | 2014-05-13 | 2014-09-17 | 北京弘高建筑装饰设计工程有限公司 | Sound insulation and shock absorption floating platform |
| CN205348507U (en) * | 2016-01-19 | 2016-06-29 | 吴倩倩 | Antidetonation diaphragm structure |
-
2016
- 2016-01-19 CN CN201610033692.9A patent/CN105544830B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001011997A (en) * | 1999-06-29 | 2001-01-16 | Harasawa Homes Co Ltd | Underfloor heat insulating structure of building and underfloor heat insulating method for building |
| CN2670473Y (en) * | 2003-11-11 | 2005-01-12 | 潘旭鹏 | Light trussed reiforced concrete assembled floor |
| CN2895591Y (en) * | 2006-06-16 | 2007-05-02 | 葛伟峰 | Hollow sound-insulation partition wall board |
| CN101024987A (en) * | 2007-02-08 | 2007-08-29 | 广州大学 | Storied-building energ-eliminating shock-damping structure |
| CN203834772U (en) * | 2014-05-13 | 2014-09-17 | 北京弘高建筑装饰设计工程有限公司 | Sound insulation and shock absorption floating platform |
| CN205348507U (en) * | 2016-01-19 | 2016-06-29 | 吴倩倩 | Antidetonation diaphragm structure |
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| Publication number | Publication date |
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| CN105544830B (en) | 2017-08-08 |
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Inventor after: Chen Rupei Inventor before: Wu Qianqian |
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Effective date of registration: 20170705 Address after: 528031, No. 102-9, No. 1, room 4, ceramic garden, Shiwan small mist garden, Chancheng District, Guangdong, Foshan Applicant after: Guangdong Ying solid Decoration Engineering Co. Ltd. Address before: 323000 Hecheng, Lishui, Qingtian County Street, the new Temple Lane No. 65 Applicant before: Wu Qianqian |
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Address after: 528000 Building No. 1, 131 Jihua West Road, Chancheng City, Foshan City, Guangdong Province, 131-1302, Block B Patentee after: Guangdong Lianggu Construction Engineering Co., Ltd. Address before: 528031 No. 4, Shiwan Xiaowugang Garden Ceramic Factory, Chancheng District, Foshan City, Guangdong Province (Room 102-9, 1st floor) Patentee before: Guangdong Ying solid Decoration Engineering Co. Ltd. |
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