CN101736814B - Aseismatic structural column connecting piece for building wall and construction method thereof - Google Patents
Aseismatic structural column connecting piece for building wall and construction method thereof Download PDFInfo
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- CN101736814B CN101736814B CN2009102505620A CN200910250562A CN101736814B CN 101736814 B CN101736814 B CN 101736814B CN 2009102505620 A CN2009102505620 A CN 2009102505620A CN 200910250562 A CN200910250562 A CN 200910250562A CN 101736814 B CN101736814 B CN 101736814B
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Abstract
The invention discloses an aseismatic structural column connecting piece for a building wall and a construction method thereof. The aseismatic structural column connecting piece for the building wall has a structure that: the front part of a hard sheet is provided with a dovetail groove and the rear part of the hard sheet is provided with a steel nail hole. The method for constructing the aseismatic structural column connecting piece for the building wall comprises the following steps: before casting a structural column, directly placing one side of each of two aseismatic structural column connecting pieces with the dovetail grooves in a steel bar cage of the structural column; and beating nails into nail holes by a nail gun, and fixing the nails with a masonry body together. The aseismatic structural column connecting piece reduces construction cost, has convenient construction and good connecting firmness, and has no influence on a mortar joint formed by mortar for connecting the wall masonry body.
Description
Technical field
The invention belongs to the building trade technical field, especially relate to a kind of connector that construction wall is connected with aseismatic structural column and job practices of this connector of being used for.
Background technology
In building engineering construction, body of wall and aseismatic structural column to be connected traditional method as shown in Figure 1, constructional column 101; Tension rib 102 adopts the reinforcing bar of Φ 6.5mm; Walling unit 103 is generally loam brick or concrete brick, is connected firmly for guaranteeing body of wall and constructional column, before constructional column 101 concretings; 102 1 1021 of tension ribs stretch into constructional column reinforcing cage 1011 inside; The other end is placed in the mortar joint 104 of wall body brick 103, and gray seam thickness is controlled at 8mm～12mm, is connected with the firm of aseismatic structural column thereby form construction wall.Continuous release along with national energy-saving and emission-reduction policy; The application of novel energy-conserving materials for wall building block in building operations more and more widely; Present many brick mixed building non-bearing wall bodies adopt the novel wall building block more, and for realizing energy-conservation material-saving and the composite request of saving land, its body of wall gray seam thickness requires to be controlled within the 4mm; As still adopt traditional materials for wall to be connected way with constructional column; In order to guarantee being connected of body of wall and aseismatic structural column, its weak point is just arranged:, guarantee that body of wall firmly is connected with aseismatic structural column in order to make tension rib 102 its effects of performance; And make within the interior claimed range of body of wall mortar joint control, just must on masonry 103, accommodate the reinforcing bar butt hook by the groove 1031 of opening a cooperation as shown in Figure 2.During practice of construction, fluting 1031 is wasted time and energy on masonry 103, and wayward quality, has increased construction cost, and the bonding strength of body of wall and aseismatic structural column is also relatively poor simultaneously.
Summary of the invention
In order to solve the deficiency that prior art exists, the purpose of this invention is to provide a kind of aseismatic structural column connecting piece for building wall and job practices thereof, it has reduced construction cost, easy construction, degree of being connected firmly is good.
To achieve these goals, the technical scheme that the present invention adopted is:
Aseismatic structural column connecting piece for building wall, the front portion of hard sheet form dovetail groove, the rear portion forms the steel nail hole.
Said hard sheet is the rectangle steel disc.
The thickness of said steel disc is 1.2mm～1.5mm.
The number in said steel nail hole is three.
The job practices of aseismatic structural column connecting piece for building wall is when building constructional column, on one side after directly having dovetail groove to be placed in the reinforcing cage of constructional column two hard sheets, with the iron hand hammer nail is squeezed in the steel nail hole and to be fixed together with masonry.
The invention has the beneficial effects as follows:
1, when construction, unnecessaryly on masonry, slot, but when building constructional column, directly be placed on two swallow-tail form steel disc connectors in the reinforcing cage of aseismatic structural column after, two limits are squeezed into nail in the steel nail hole with the iron hand hammer and are fixed together with masonry.Time saving and energy saving like this, improved efficiency of construction.
2, simultaneously, need four reinforcing bars to connect aseismatic structural column and body of wall originally, and only needed two tabular metalworks just can connect now, reduced the materials cost.
3, adopt steel nail that the building block of the present invention and body of wall is fixed together; Increased the firmness that body of wall is connected with constructional column; Add housing piece swallow-tail form steel disc and form a mutual pulling force of integral body generation, make body of wall firmly be connected with aseismatic structural column with building back constructional column concrete.
4, the thickness of said steel disc is 1.2mm～1.5mm.The thickness of mortar joint can effectively be controlled in the 4mm like this, and the mortar joint that the mortar that connects walling is formed has no influence.
Description of drawings
Below in conjunction with accompanying drawing and embodiment the present invention is further specified.
Fig. 1 is the prior art constructions sketch map;
Fig. 2 is the structural representation of brick body in the prior art;
Fig. 3 is a schematic perspective view of the present invention;
Fig. 4 is the one-sided body of wall of the present invention is connected construction with aseismatic structural column a structural representation;
Fig. 5 is both sides of the present invention body of wall is connected construction with aseismatic structural column a structural representation.
The specific embodiment
The following stated is merely preferred embodiment of the present invention, does not therefore limit protection scope of the present invention.
Embodiment sees shown in Fig. 3～5,
Aseismatic structural column connecting piece for building wall, the front portion of hard sheet 1 form dovetail groove 11, the rear portion forms steel nail hole 12.
Said hard sheet 1 is the rectangle steel disc.
The thickness of said steel disc is 1.2mm～1.5mm.
The number in said steel nail hole 12 is three.
The job practices of aseismatic structural column connecting piece for building wall is when building constructional column 3, Yi Bian after directly having dovetail groove 11 to be placed in the reinforcing cage 31 of constructional column 3 two hard sheets 1, with the iron hand hammer nail is squeezed in the steel nail hole 12 and to be fixed together with masonry 2.
Operating principle: during construction; Unnecessary on masonry 2 fluting; But when building constructional column 3, directly be placed on two swallow-tail form steel disc 1 connectors in the reinforcing cage of constructional column 3 after, two limits are squeezed into nail in the steel nail hole 12 with the iron hand hammer and are fixed together with masonry 2.Time saving and energy saving like this, improved efficiency of construction.
As shown in Figure 1, needed four reinforcing bars, 102 joint construction posts 101 and body of wall 103 originally.As shown in Figure 5, only need now two tabular metalworks 1 just can joint construction post 3 and body of wall 2, reduced the materials cost.
Adopt steel nail that the building block 2 of the present invention and body of wall is fixed together; Increased the firmness that body of wall is connected with constructional column 3; Constructional column 3 concrete after adding swallow-tail form steel disc 1 and building form an integral body and produce mutual pulling force, make body of wall 2 firmly be connected with constructional column 3.
As shown in Figure 5, the thickness of said steel disc is 1.2mm～1.5mm.The thickness of mortar joint 4 can be controlled in the 4mm like this, and the mortar joint 4 that the mortar that connects walling 2 is formed has no influence.
Claims (5)
1. aseismatic structural column connecting piece for building wall, it is characterized in that: the front portion of hard sheet (1) forms dovetail groove (11), the rear portion forms nailing hole (12).
2. aseismatic structural column connecting piece for building wall according to claim 1 is characterized in that: said hard sheet (1) is the rectangle steel disc.
3. construction wall constructional column connector according to claim 2, it is characterized in that: the thickness of said steel disc is 1.2mm～1.5mm.
4. aseismatic structural column connecting piece for building wall according to claim 2 is characterized in that: the number in said steel nail hole (12) is three.
5. the job practices of aseismatic structural column connecting piece for building wall; It is characterized in that: when building constructional column (3); After directly having dovetail groove (11) to be placed on one side in the reinforcing cage (31) of constructional column (3) two hard sheets (1), with the iron hand hammer nail is squeezed in the steel nail hole (12) and to be fixed together with masonry (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009102505620A CN101736814B (en) | 2009-12-15 | 2009-12-15 | Aseismatic structural column connecting piece for building wall and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009102505620A CN101736814B (en) | 2009-12-15 | 2009-12-15 | Aseismatic structural column connecting piece for building wall and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101736814A CN101736814A (en) | 2010-06-16 |
| CN101736814B true CN101736814B (en) | 2012-05-23 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2009102505620A Active CN101736814B (en) | 2009-12-15 | 2009-12-15 | Aseismatic structural column connecting piece for building wall and construction method thereof |
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| CN (1) | CN101736814B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2483179B (en) * | 2011-11-11 | 2012-08-01 | Yijun Liu | A composite wall tie |
| CN105064539B (en) * | 2015-08-03 | 2017-04-19 | 台州建筑安装工程公司 | New wall and old wall connector |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0199595A2 (en) * | 1985-04-23 | 1986-10-29 | The Expanded Metal Company Limited | Wall construction device |
| DE4322741A1 (en) * | 1992-12-10 | 1994-06-16 | Hebel Ag | Brickwork connecting anchor - has bluntly abutting bearer construction comprising holed plate inserted in mortar of bearing seam of brickwork |
| CN2349275Y (en) * | 1997-12-08 | 1999-11-17 | 中美合资北京福安水泥制品有限公司 | Prestressed hollow board, concrete shearing force wall and beam joint point |
| CN201040883Y (en) * | 2007-05-28 | 2008-03-26 | 哈尔滨鸿盛房屋节能体系研发中心 | One-sided heat preservation wall body connecting piece |
| CN201125461Y (en) * | 2007-11-15 | 2008-10-01 | 同济大学 | Combination beam bridge open pore steel plate shear force bond apparatus |
| CN201183995Y (en) * | 2008-04-21 | 2009-01-21 | 上海市政工程设计研究总院 | Open pore plate shear force key |
| CN201605672U (en) * | 2009-12-15 | 2010-10-13 | 浙江宝业建设集团有限公司 | Connecting piece of earthquake-resistant constructional columns of building walls |
-
2009
- 2009-12-15 CN CN2009102505620A patent/CN101736814B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0199595A2 (en) * | 1985-04-23 | 1986-10-29 | The Expanded Metal Company Limited | Wall construction device |
| DE4322741A1 (en) * | 1992-12-10 | 1994-06-16 | Hebel Ag | Brickwork connecting anchor - has bluntly abutting bearer construction comprising holed plate inserted in mortar of bearing seam of brickwork |
| CN2349275Y (en) * | 1997-12-08 | 1999-11-17 | 中美合资北京福安水泥制品有限公司 | Prestressed hollow board, concrete shearing force wall and beam joint point |
| CN201040883Y (en) * | 2007-05-28 | 2008-03-26 | 哈尔滨鸿盛房屋节能体系研发中心 | One-sided heat preservation wall body connecting piece |
| CN201125461Y (en) * | 2007-11-15 | 2008-10-01 | 同济大学 | Combination beam bridge open pore steel plate shear force bond apparatus |
| CN201183995Y (en) * | 2008-04-21 | 2009-01-21 | 上海市政工程设计研究总院 | Open pore plate shear force key |
| CN201605672U (en) * | 2009-12-15 | 2010-10-13 | 浙江宝业建设集团有限公司 | Connecting piece of earthquake-resistant constructional columns of building walls |
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| Publication number | Publication date |
|---|---|
| CN101736814A (en) | 2010-06-16 |
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Effective date of registration: 20190520 Address after: 324000 No. 30 Yulong Road, Qujiang District, Quzhou City, Zhejiang Province Patentee after: Zhejiang Baohong Construction Industrialization Manufacturing Co., Ltd. Address before: 312000 Yangxunqiao, Shaoxing County, Shaoxing City, Zhejiang Province Patentee before: Zhejiang Baoye Construction Group Co., Ltd. |
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