CN105421615A - Prefabricated type shear wall horizontal bolt connecting structure - Google Patents
Prefabricated type shear wall horizontal bolt connecting structure Download PDFInfo
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- CN105421615A CN105421615A CN201510858937.7A CN201510858937A CN105421615A CN 105421615 A CN105421615 A CN 105421615A CN 201510858937 A CN201510858937 A CN 201510858937A CN 105421615 A CN105421615 A CN 105421615A
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- shear wall
- bolt
- connecting structure
- shaped high
- strength bolt
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Abstract
A prefabricated type shear wall horizontal bolt connecting structure comprises an anchor rod, hemmed box iron, a T-shaped high-strength bolt, a nut, a steel plate with a long round hole and a shear wall. The prefabricated type shear wall horizontal bolt connecting structure is characterized in that the hemmed box iron and the anchor rod are welded in advance and pre-buried in two adjacent shear wall pieces, the part, 220 mm away from a wall joint, of a wall is indented inwards by 15 mm, the T-shaped high-strength bolt is arranged in the hemmed box iron and rotates by 90 degrees, the T-shaped high-strength bolt is fixedly connected with the steel plate with the long round hole, and an upper connecting piece, a middle connecting piece and a lower connecting piece are longitudinally arranged on each wall joint. The two shear wall pieces are horizontally connected through the bolt, and the shear wall pieces are more conveniently and effectively connected. Accurate installation can be achieved through the connection of the horizontal bolt, and quality can be more easily ensured and is free of weather influences. Compared with wet work such as cast-in-place, the bolt connecting structure has the advantages that cast-in-place operation is avoided, construction efficiency is improved, the industrial building rapid construction is met, parts are prefabricated in a factory and spliced on site, the structure is simple, and construction is convenient.
Description
Technical field
The invention belongs to building unit technical field, particularly a kind of prefabricated assembled shear wall leveling screw connecting structure.
Background technology
Prefabricated costruction has energy-conserving and environment-protective, reduces construction plant and takies, and improves land utilization efficiency, the comfortableness promoting building use, health and safety, promotes the advantage that builing industry is changed to technology-intensive type by labor-intensive.Prefabricated assembled shear wall is a very important part in fabricated construction.Prefabricated assembled shear wall wallboard by the standard width of a room in an old-style house in room, depth size piecemeal, but should work as construction weight too greatly, or when scantling is more, shear wall slab can arrange and is spliced by two pieces or several pieces of wallboard levels.Therefore, level connection joint guarantees that prefabricated assembled shear wall structure has enough bearing capacities, the vitals of rigidity etc., affects the stress performance of structure.Comparatively common construction method has at seam crossing formwork concreting, arranges teeth groove and builds, and reserved steel bar overlap joint is built and reserved steel plate overlap joint welds.These methods of attachment to some extent solve the connection of prefabricated assembled shear wall level, but the method situ wet operations such as pouring construction are more, the feature of industrialized building rapid construction can not be met, although there is not situ wet operation in the welding of reserved steel plate overlap joint, but construction is comparatively complicated, and welding quality not easily ensures.Therefore be necessary to improve level connection joint, propose the new model that suitability for industrialized is produced.
Summary of the invention
The object of this invention is to provide a kind of simple structure, easy construction, weatherproof, avoid situ wet operation, can improve efficiency of construction, save time, node quality of connection can guaranteed prefabricated assembled shear wall leveling screw connecting structure.
The present invention realizes like this, it comprises anchor pole, lipped channel, T-shaped high-strength bolt, nut, band slotted hole steel plate and shear wall, it is characterized in that: lipped channel and anchor pole weld in advance and be embedded in two adjacent shear wall sheets, body of wall indent 15mm within the scope of wall seam 220mm, T-shaped high-strength bolt is arranged on the interior also half-twist of lipped channel, and T-shaped high-strength bolt is connected and fixed with band slotted hole steel plate, and every bar wall seam is longitudinally arranged, in, lower 3 connectors.
The present invention adopts bolt that two panels shear wall is carried out level connection joint, makes the connection between shear wall effectively convenient.Leveling screw connects can realize accurate installation, and quality more easily ensures, not the impact of climate.Compared with the wet trades such as cast in situs, avoid cast in situs, improve efficiency of construction, meet the feature of industrialized building rapid construction.Bolt connection avoids the high temperature of on-the-spot welding generation to the harm of parts.There is parts prefabrication, on-the-spot splicing, simple structure, the advantage of easy construction.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the structural representation of prefabricated assembled shear wall leveling screw connecting structure;
Fig. 2 is the structural representation of connector in Fig. 1;
Fig. 3 is prefabricated assembled shear wall leveling screw connecting structure schematic diagram in shear wall.
Detailed description of the invention
As shown in Fig. 1-3, this prefabricated assembled shear wall leveling screw connecting structure comprises anchor pole 1, lipped channel 2, T-shaped high-strength bolt 3, nut 4, band slotted hole steel plate 5, shear wall 6, lipped channel 2 and anchor pole 1 weld in advance and are embedded in two adjacent shear walls 6, the body of wall indent 15mm within the scope of wall seam 220mm, and T-shaped high-strength bolt is arranged on the interior also half-twist of lipped channel 2, T-shaped high-strength bolt 3 is connected and fixed with band slotted hole steel plate 5, every bar wall seam is longitudinally arranged, in, lower 3 connectors.Wall plastering 20mm.Wall stitches wide 15mm, tamps after connection with expansive concrete.Lipped channel 2, T-shaped high-strength bolt 3, nut 4 and band slotted hole steel plate 5 can directly be bought, and lipped channel 2 and anchor pole 1 weld in advance and be then embedded in shear wall 6, and shear wall 6 locates rear band slotted hole steel plate 5 two panels wall connecting, and nut 4 is tightened fixing.Weld with lipped channel 2 after anchor pole 1 bends.
Claims (2)
1. a prefabricated assembled shear wall leveling screw connecting structure, it comprises anchor pole, lipped channel, T-shaped high-strength bolt, nut, band slotted hole steel plate and shear wall, it is characterized in that: lipped channel and anchor pole weld in advance and be embedded in two adjacent shear wall sheets, T-shaped high-strength bolt is arranged on the interior also half-twist of lipped channel, T-shaped high-strength bolt is connected and fixed with band slotted hole steel plate, every bar wall seam is longitudinally arranged, in, lower 3 connectors.
2. a Ju prefabricated assembled shear wall leveling screw connecting structure according to claim 1, is characterized in that it being weld with lipped channel after anchor pole bending.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510858937.7A CN105421615A (en) | 2015-12-01 | 2015-12-01 | Prefabricated type shear wall horizontal bolt connecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510858937.7A CN105421615A (en) | 2015-12-01 | 2015-12-01 | Prefabricated type shear wall horizontal bolt connecting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105421615A true CN105421615A (en) | 2016-03-23 |
Family
ID=55500120
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510858937.7A Pending CN105421615A (en) | 2015-12-01 | 2015-12-01 | Prefabricated type shear wall horizontal bolt connecting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105421615A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106948280A (en) * | 2017-04-24 | 2017-07-14 | 李振齐 | A kind of bridge expanssion joint is broken fast repairing method |
| CN107401215A (en) * | 2017-07-28 | 2017-11-28 | 武汉轻工大学 | Assembled architecture and construction process |
| CN107829498A (en) * | 2017-11-21 | 2018-03-23 | 北京建筑大学 | A kind of rotatable pre-buried external member and prefabricated assembled wall structure |
| CN110145133A (en) * | 2019-06-10 | 2019-08-20 | 深汕特别合作区盛腾科技工业园有限公司 | A kind of assembled one off houses |
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| JPS5149516A (en) * | 1975-09-01 | 1976-04-28 | Nittetsu Kinzoku Kogyo Kk | KOZOBUTSUYOPANERUKETSUGOKOZO |
| JPH07292929A (en) * | 1994-04-28 | 1995-11-07 | Nippon Metal Ind Co Ltd | Metallic clamp for steel bed |
| JPH1181487A (en) * | 1997-09-03 | 1999-03-26 | Otis Elevator Co | T bolt support and its installation method |
| CN1924246A (en) * | 2005-08-31 | 2007-03-07 | 有限会社田上铁工 | Curled edge channel steel and its connecting member |
| KR20090088107A (en) * | 2008-02-14 | 2009-08-19 | 김향순 | The fixation means which is bought in the concrete structure |
| CN101603338A (en) * | 2008-06-12 | 2009-12-16 | 黑龙江宇辉新型建筑材料有限公司 | Assembly integrated precast concrete shear wall and job practices |
| CN203834739U (en) * | 2014-05-16 | 2014-09-17 | 天津大学建筑设计研究院 | End steel board connection, positioning and assembly type shear wall structure |
| CN204252269U (en) * | 2014-11-17 | 2015-04-08 | 山东新世纪市政工程股份有限公司 | A kind of Prefabricated steel construction integration assembling green building Component composition assembly unit |
| CN205242675U (en) * | 2015-12-01 | 2016-05-18 | 沈阳建筑大学 | Prefabricated assembled shear force wall horizontal bolt joint construction |
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2015
- 2015-12-01 CN CN201510858937.7A patent/CN105421615A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5149516A (en) * | 1975-09-01 | 1976-04-28 | Nittetsu Kinzoku Kogyo Kk | KOZOBUTSUYOPANERUKETSUGOKOZO |
| JPH07292929A (en) * | 1994-04-28 | 1995-11-07 | Nippon Metal Ind Co Ltd | Metallic clamp for steel bed |
| JPH1181487A (en) * | 1997-09-03 | 1999-03-26 | Otis Elevator Co | T bolt support and its installation method |
| CN1924246A (en) * | 2005-08-31 | 2007-03-07 | 有限会社田上铁工 | Curled edge channel steel and its connecting member |
| KR20090088107A (en) * | 2008-02-14 | 2009-08-19 | 김향순 | The fixation means which is bought in the concrete structure |
| CN101603338A (en) * | 2008-06-12 | 2009-12-16 | 黑龙江宇辉新型建筑材料有限公司 | Assembly integrated precast concrete shear wall and job practices |
| CN203834739U (en) * | 2014-05-16 | 2014-09-17 | 天津大学建筑设计研究院 | End steel board connection, positioning and assembly type shear wall structure |
| CN204252269U (en) * | 2014-11-17 | 2015-04-08 | 山东新世纪市政工程股份有限公司 | A kind of Prefabricated steel construction integration assembling green building Component composition assembly unit |
| CN205242675U (en) * | 2015-12-01 | 2016-05-18 | 沈阳建筑大学 | Prefabricated assembled shear force wall horizontal bolt joint construction |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106948280A (en) * | 2017-04-24 | 2017-07-14 | 李振齐 | A kind of bridge expanssion joint is broken fast repairing method |
| CN106948280B (en) * | 2017-04-24 | 2018-11-27 | 李振齐 | A kind of bridge expanssion joint fracture fast repairing method |
| CN107401215A (en) * | 2017-07-28 | 2017-11-28 | 武汉轻工大学 | Assembled architecture and construction process |
| CN107829498A (en) * | 2017-11-21 | 2018-03-23 | 北京建筑大学 | A kind of rotatable pre-buried external member and prefabricated assembled wall structure |
| CN107829498B (en) * | 2017-11-21 | 2023-06-02 | 北京建筑大学 | Rotatable pre-buried external member and prefabricated wall body structure |
| CN110145133A (en) * | 2019-06-10 | 2019-08-20 | 深汕特别合作区盛腾科技工业园有限公司 | A kind of assembled one off houses |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160323 |
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| RJ01 | Rejection of invention patent application after publication |