CN103899012A - Embedded member of filler wall binding rebar and filler wall binding rebar construction method - Google Patents
Embedded member of filler wall binding rebar and filler wall binding rebar construction method Download PDFInfo
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- CN103899012A CN103899012A CN201410117880.0A CN201410117880A CN103899012A CN 103899012 A CN103899012 A CN 103899012A CN 201410117880 A CN201410117880 A CN 201410117880A CN 103899012 A CN103899012 A CN 103899012A
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- polyethylene foam
- expanded polyethylene
- rebar
- foam pipe
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Abstract
The invention discloses an embedded member of a filler wall binding rebar and a filler wall binding rebar construction method. The filler wall binding rebar construction method includes steps of S01, processing the rebar into an 'n'-shaped embedded rebar composed of a body section and a connecting section; S02, mounting the embedded rebar at the preset filler wall binding rebar position, cutting a pearl wool pipe along the axis to wrap the body section of the embedded rebar, sealing by adhesive tapes, and mounting a template; S03, after casting, finding out the embedded member of the filler wall binding rebar, tearing off the adhesive tapes, pulling out the pearl wool pipe, brushing impurities such as concrete slag and cement paste on the embedded rebar, and welding the filler wall binding rebar and the body section of the embedded member. By the aid of the filler wall binding rebar construction method, drilling on the concrete wall and the template is omitted, and construction is simple and good in quality.
Description
Technical field
The invention belongs to the realm of building construction, be specifically related to a kind of preburied component and infilled wall tie bar construction method of infilled wall tie bar.
Background technology
In recent years, it is high and destroy strong feature that the earthquake that occurs in western China highlights frequency.Show through correlative study, in earthquake disaster, more than 90% casualties and property loss are because building collapsing causes.At present, frame construction is still one of architecture structure form being most widely used now, and its conventional infilled wall is cut apart house and gone along with sb. to guard him, and forms frame wall filled with masonry structure.And when infilled wall and building frame structure are without being connected or connecting when not firm, the infilled wall even plane of very easily destroying in earthquake, collapse throws away outward.Therefore, how effectively improving the non-deformability of infilled wall, strengthen the anti-seismic performance of infilled wall, and strictly control construction quality, be related to broad masses of the people's security of the lives and property, is also one of difficult problem perplexing for many years unit in charge of construction.
At present, the following two kinds of methods of the many employings of infilled wall tie bar construction:
(1), chemically-planted steel bar method: although the method construction technology is simple, but the reinforcing bar of very easily encountering in wall column structure when boring causes useless hole, and can the performance of anchoring adhesive reach the service life of architectural design, still not relevant technical specification and quality inspection standard of China;
(2), the pre-buried method of joint bar: be to punch in template, a bar dowel inserted from hole and be fixed on wall column component, weld again spreading after form removal, its shortcoming is that punching has damage to template, form removal trouble, and cannot ensure that tension rib position and brick layer coincide, drawknot effect is had a greatly reduced quality.
Summary of the invention
In order to solve the deficiencies in the prior art, the invention provides a kind of preburied component and infilled wall tie bar construction method of infilled wall tie bar, adopt this kind of method construction, need on concrete wall and in template, not hole, construction is simpler and construction quality is good.
The invention provides a kind of preburied component of infilled wall tie bar, it comprises embedded bar and expanded polyethylene foam pipe, wherein, described embedded bar comprises the main paragraph of establishing for described expanded polyethylene foam pipe box, bend respectively from the two ends of described main paragraph and extend a linkage section, by this, make described embedded bar be "Ji" type setting, when use, described linkage section overlaps and is welded and fixed mutually with horizontal hoop and the perpendicular muscle of wall column reinforcing bar with the horizontal hoop of wall column reinforcing bar, in the time of casting complete, described expanded polyethylene foam pipe is revealed in the surface of steel concrete wall column, and described expanded polyethylene foam pipe is concordant with the surface of described steel concrete wall column.
The invention provides a kind of infilled wall tie bar construction method, it comprises the following steps:
Step S01: reinforcing bar is processed into the embedded bar of "Ji" type, thereby described embedded bar comprises main paragraph and bends respectively the linkage section of extension from the two ends of described main body;
Step S02: described embedded bar is installed in predetermined infilled wall tie bar position, make the horizontal hoop overlap joint of described linkage section and wall column reinforcing bar, and be welded and fixed mutually with horizontal hoop and the perpendicular muscle of wall column reinforcing bar, then, described expanded polyethylene foam pipe is cut and is wrapped on the main paragraph of described embedded bar along tubular axis line, seal with adhesive tape, then installation form, makes described expanded polyethylene foam pipe contact with described template;
Step S03: in the time of casting complete, described expanded polyethylene foam pipe is revealed in the surface of steel concrete wall column, and described expanded polyethylene foam pipe is concordant with the surface of described steel concrete wall column, then, find out the preburied component of infilled wall tie bar, tear adhesive tape, pull out described expanded polyethylene foam pipe, the foreign material such as concrete slag, cement paste on described embedded bar are cleaned down with steel brush, the main paragraph of tension rib and described embedded bar is welded.
Based on disclosing of technique scheme, the preburied component and the infilled wall tie bar construction method that the invention provides a kind of infilled wall tie bar have following beneficial effect: the preburied component and the infilled wall tie bar construction method that the invention provides a kind of infilled wall tie bar, adopt this kind of method construction, need on concrete wall and in template, not hole, construction is simpler and construction quality is good.
Brief description of the drawings
Fig. 1 is the structural representation of the preburied component of a kind of infilled wall tie bar of proposing of the present invention;
Fig. 2 is the structural representation of the embedded bar of the preburied component of a kind of infilled wall tie bar of proposing of the present invention;
Fig. 3 is the structural representation of the expanded polyethylene foam pipe of the preburied component of a kind of infilled wall tie bar of proposing of the present invention;
Fig. 4 is the schematic side view after the preburied component of a kind of infilled wall tie bar of proposing of the present invention is installed;
Fig. 5 is the schematic top plan view after the preburied component of a kind of infilled wall tie bar of proposing of the present invention is installed.
drawing reference numeral explanation
Embedded bar 1
Expanded polyethylene foam pipe 2
Detailed description of the invention
Further illustrate technical scheme of the present invention below in conjunction with accompanying drawing and by detailed description of the invention:
Refer to Fig. 1 to Fig. 5, the invention provides a kind of preburied component (not label) of infilled wall tie bar, it comprises embedded bar 1 and expanded polyethylene foam pipe 2, wherein, described embedded bar 1 comprises for the sheathed main paragraph 11 of described expanded polyethylene foam pipe 2, bend respectively from the two ends of described main paragraph 11 and extend a linkage section 12, by this, make described embedded bar 1 be "Ji" type setting, when use, described linkage section 12 overlaps with the horizontal hoop 4 of wall column reinforcing bar and is welded and fixed mutually with horizontal hoop 4 and the perpendicular muscle 3 of wall column reinforcing bar, in the time of casting complete, described expanded polyethylene foam pipe 2 is revealed in the surface of steel concrete wall column, and described expanded polyethylene foam pipe 2 is concordant with the surface of described steel concrete wall column.
Refer to Fig. 1 to Fig. 5, the invention provides a kind of infilled wall tie bar construction method, it comprises the following steps:
Step S01: reinforcing bar is processed into the embedded bar 1 of "Ji" type, thereby described embedded bar 1 comprises the main paragraph 11 sheathed for described expanded polyethylene foam pipe 2 and bends respectively the linkage section 12 of extension from the two ends of described main body;
Step S02: described embedded bar 1 is installed in predetermined infilled wall tie bar position, described linkage section 12 and the horizontal hoop 4 of wall column reinforcing bar are overlapped, and be welded and fixed mutually with horizontal hoop 4 and the perpendicular muscle 3 of wall column reinforcing bar, then, described expanded polyethylene foam pipe 2 is cut to the main paragraph 11 that is wrapped in described embedded bar 1 along tubular axis line, seal with adhesive tape, then installation form, makes described expanded polyethylene foam pipe 2 contact with described template;
Step S03: in the time of casting complete, described expanded polyethylene foam pipe 2 is revealed in the surface of steel concrete wall column, and described expanded polyethylene foam pipe 2 is concordant with the surface of described steel concrete wall column, then, find out the preburied component of infilled wall tie bar, tear adhesive tape, pull out described expanded polyethylene foam pipe 2, the foreign material such as concrete slag, cement paste on described embedded bar 1 are cleaned down with steel brush, the main paragraph 11 of tension rib and described embedded bar 1 is welded.
By reference to the accompanying drawings the present invention is carried out to exemplary description above; obvious realization of the present invention is not subject to the restrictions described above; as long as the various improvement that adopted technical solution of the present invention to carry out; or without improving, design of the present invention and technical scheme are directly used in to other occasion, all in protection scope of the present invention.
Claims (2)
1. the preburied component of an infilled wall tie bar, it is characterized in that, it comprises embedded bar and expanded polyethylene foam pipe, wherein, described embedded bar comprises the main paragraph of establishing for described expanded polyethylene foam pipe box, bend respectively from the two ends of described main paragraph and extend a linkage section, by this, make described embedded bar be "Ji" type setting, when use, described linkage section overlaps and is welded and fixed mutually with horizontal hoop and the perpendicular muscle of wall column reinforcing bar with the horizontal hoop of wall column reinforcing bar, in the time of casting complete, described expanded polyethylene foam pipe is revealed in the surface of steel concrete wall column, and described expanded polyethylene foam pipe is concordant with the surface of described steel concrete wall column.
2. an infilled wall tie bar construction method, is characterized in that, it comprises the following steps:
Step S01: reinforcing bar is processed into the embedded bar of "Ji" type, thereby described embedded bar comprises main paragraph and bends respectively the linkage section of extension from the two ends of described main body;
Step S02: described embedded bar is installed in predetermined infilled wall tie bar position, make the horizontal hoop overlap joint of described linkage section and wall column reinforcing bar, and be welded and fixed mutually with horizontal hoop and the perpendicular muscle of wall column reinforcing bar, then, described expanded polyethylene foam pipe is cut and is wrapped on the main paragraph of described embedded bar along tubular axis line, seal with adhesive tape, then installation form, makes described expanded polyethylene foam pipe contact with described template;
Step S03: in the time of casting complete, described expanded polyethylene foam pipe is revealed in the surface of steel concrete wall column, and described expanded polyethylene foam pipe is concordant with the surface of described steel concrete wall column, then, find out the preburied component of infilled wall tie bar, tear adhesive tape, pull out described expanded polyethylene foam pipe, the foreign material such as concrete slag, cement paste on described embedded bar are cleaned down with steel brush, the main paragraph of tension rib and described embedded bar is welded.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410117880.0A CN103899012A (en) | 2014-03-27 | 2014-03-27 | Embedded member of filler wall binding rebar and filler wall binding rebar construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410117880.0A CN103899012A (en) | 2014-03-27 | 2014-03-27 | Embedded member of filler wall binding rebar and filler wall binding rebar construction method |
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| CN103899012A true CN103899012A (en) | 2014-07-02 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201410117880.0A Pending CN103899012A (en) | 2014-03-27 | 2014-03-27 | Embedded member of filler wall binding rebar and filler wall binding rebar construction method |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106121133A (en) * | 2016-07-07 | 2016-11-16 | 广西桂林地建建设有限公司 | A kind of construction of reserved beam-wall binding muscle |
| CN106150103A (en) * | 2015-04-10 | 2016-11-23 | 刘子刚 | A kind of pre-buried technology of tie wall bar bending |
| CN107237424A (en) * | 2017-07-26 | 2017-10-10 | 天津三建建筑工程有限公司 | A kind of agent structure and the drawknot construction method of filling wall |
| CN108661188A (en) * | 2018-06-20 | 2018-10-16 | 中冶天工集团天津有限公司 | A kind of wall tie bar fastener inserts and construction method |
| CN111155431A (en) * | 2019-12-30 | 2020-05-15 | 中交第二航务工程局有限公司 | Automatic installation method of drag hook rib based on six-degree-of-freedom robot |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201485975U (en) * | 2009-07-15 | 2010-05-26 | 中建三局第一建设工程有限责任公司 | Pre-buried tie bar component |
| KR20100092847A (en) * | 2009-02-13 | 2010-08-23 | 유원석 | Construction method of basement wall using the precast concrete member |
| CN202689327U (en) * | 2012-07-26 | 2013-01-23 | 黑龙江宇辉新型建筑材料有限公司 | Partition board with built-in light filler or built-in empty holes |
| CN103485537A (en) * | 2013-07-16 | 2014-01-01 | 中国建筑第八工程局有限公司 | Construction method and structure of embedded reinforcement of super high-rise horizontal secondary structure |
| CN203866972U (en) * | 2014-03-27 | 2014-10-08 | 湖南顺天建设集团有限公司 | Embedded component for filler wall tie bars |
-
2014
- 2014-03-27 CN CN201410117880.0A patent/CN103899012A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20100092847A (en) * | 2009-02-13 | 2010-08-23 | 유원석 | Construction method of basement wall using the precast concrete member |
| CN201485975U (en) * | 2009-07-15 | 2010-05-26 | 中建三局第一建设工程有限责任公司 | Pre-buried tie bar component |
| CN202689327U (en) * | 2012-07-26 | 2013-01-23 | 黑龙江宇辉新型建筑材料有限公司 | Partition board with built-in light filler or built-in empty holes |
| CN103485537A (en) * | 2013-07-16 | 2014-01-01 | 中国建筑第八工程局有限公司 | Construction method and structure of embedded reinforcement of super high-rise horizontal secondary structure |
| CN203866972U (en) * | 2014-03-27 | 2014-10-08 | 湖南顺天建设集团有限公司 | Embedded component for filler wall tie bars |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106150103A (en) * | 2015-04-10 | 2016-11-23 | 刘子刚 | A kind of pre-buried technology of tie wall bar bending |
| CN106121133A (en) * | 2016-07-07 | 2016-11-16 | 广西桂林地建建设有限公司 | A kind of construction of reserved beam-wall binding muscle |
| CN107237424A (en) * | 2017-07-26 | 2017-10-10 | 天津三建建筑工程有限公司 | A kind of agent structure and the drawknot construction method of filling wall |
| CN108661188A (en) * | 2018-06-20 | 2018-10-16 | 中冶天工集团天津有限公司 | A kind of wall tie bar fastener inserts and construction method |
| CN111155431A (en) * | 2019-12-30 | 2020-05-15 | 中交第二航务工程局有限公司 | Automatic installation method of drag hook rib based on six-degree-of-freedom robot |
| CN111155431B (en) * | 2019-12-30 | 2021-02-26 | 中交第二航务工程局有限公司 | Automatic installation method of drag hook rib based on six-degree-of-freedom robot |
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Application publication date: 20140702 |