CN203866972U - Embedded component for filler wall tie bars - Google Patents
Embedded component for filler wall tie bars Download PDFInfo
- Publication number
- CN203866972U CN203866972U CN201420142035.4U CN201420142035U CN203866972U CN 203866972 U CN203866972 U CN 203866972U CN 201420142035 U CN201420142035 U CN 201420142035U CN 203866972 U CN203866972 U CN 203866972U
- Authority
- CN
- China
- Prior art keywords
- wall column
- bar
- polyethylene foam
- expanded polyethylene
- foam pipe
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 239000000945 filler Substances 0.000 title abstract 3
- 239000004567 concrete Substances 0.000 claims abstract description 14
- 239000004698 Polyethylene Substances 0.000 claims description 24
- 239000006260 foam Substances 0.000 claims description 24
- -1 polyethylene Polymers 0.000 claims description 24
- 229920000573 polyethylene Polymers 0.000 claims description 24
- 229910000831 Steel Inorganic materials 0.000 claims description 12
- 230000003014 reinforcing effect Effects 0.000 claims description 12
- 239000010959 steel Substances 0.000 claims description 12
- 210000003205 muscle Anatomy 0.000 claims description 6
- 238000005266 casting Methods 0.000 claims description 5
- 238000010276 construction Methods 0.000 abstract description 11
- 238000000034 method Methods 0.000 abstract description 6
- 230000002787 reinforcement Effects 0.000 abstract 6
- 229920000742 Cotton Polymers 0.000 abstract 3
- 239000011150 reinforced concrete Substances 0.000 abstract 2
- 238000009415 formwork Methods 0.000 abstract 1
- 239000002390 adhesive tape Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
Abstract
The utility model discloses an embedded component for filler wall tie bars. The embedded component comprises an embedded bar and a pearl cotton tube, wherein the embedded bar comprises a main body section for being sleeved with the pearl cotton tube; the two ends of the main body section are bent to form connecting sections in an extending mode respectively, so that the embedded bar is shaped like a Chinese character 'ji'. In the using process, the connecting sections are in lap joint with horizontal hoop reinforcements of wall column reinforcements and are welded and fixed to the horizontal hoop reinforcements and vertical reinforcements of the wall column reinforcements. When pouring is completed, the pearl cotton tube is exposed on the surface of a reinforced concrete wall column and is flush with the surface of the reinforced concrete wall column. When the embedded component for the filler wall tie bars is adopted to conduct embedment and reinforcement, holes do not need to be drilled in a concrete wall and formworks, so that construction is simpler, and construction quality is good.
Description
Technical field
The utility model belongs to the realm of building construction, is specifically related to a kind of preburied component of infilled wall tie bar.
Background technology
In recent years, it is high that the earthquake that occurs in western China highlights frequency, destroys strong feature.Through correlative study, show, 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 to perplex for many years work order
One of difficult problem of position.
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, very easily encounter wall column knot during boring
Reinforcing bar in structure causes useless hole, and can the performance of anchoring adhesive reach the service life of architectural design, and China does not still have relevant technical specification and quality inspection standard;
(2), the pre-buried method of joint bar: be to punch in template, a bar dowel is inserted and fixed from hole
On wall column component, after form removal, weld again spreading, its shortcoming is that punching has damage to template, form removal trouble, and cannot guarantee that tension rib position and brick layer coincide, drawknot effect is had a greatly reduced quality.
Utility model content
In order to solve the deficiencies in the prior art, the utility model provides a kind of preburied component of infilled wall tie bar
, adopt the preburied component of infilled wall tie bar carry out pre-buried and carry out lacing wire, need on concrete wall and in template, not hole, construction is simpler and construction quality is good.
The utility model 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, from the two ends of described main paragraph, bend respectively and extend a linkage section, by this, make described embedded bar be "Ji" type setting, during 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, when 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.
Based on disclosing of technique scheme, the utility model provides a kind of preburied component of infilled wall tie bar to have following beneficial effect:
The utility model 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, from the two ends of described main paragraph, bend respectively and extend a linkage section, by this, make described embedded bar be "Ji" type setting, during 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, when 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, adopt the preburied component of infilled wall tie bar carry out pre-buried and carry out lacing wire, need on concrete wall and in template, not hole, construction is simpler and construction quality is good.
Accompanying drawing explanation
Fig. 1 is the structural representation of the preburied component of a kind of infilled wall tie bar that the utility model proposes;
Fig. 2 is the structural representation of embedded bar of the preburied component of a kind of infilled wall tie bar that the utility model proposes;
Fig. 3 is the structural representation of expanded polyethylene foam pipe of the preburied component of a kind of infilled wall tie bar that the utility model proposes;
Fig. 4 is the schematic side view after the preburied component of a kind of infilled wall tie bar that the utility model proposes is installed;
Fig. 5 is the schematic top plan view after the preburied component of a kind of infilled wall tie bar that the utility model proposes is installed.
drawing reference numeral explanation
Embedded bar 1
Main paragraph 11
Linkage section 12
Expanded polyethylene foam pipe 2
Perpendicular muscle 3
Horizontal hoop 4
The specific embodiment
Below in conjunction with accompanying drawing and by the specific embodiment, further illustrate the technical solution of the utility model:
Refer to Fig. 1 to Fig. 5, the utility model 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, from the two ends of described main paragraph 11, bend respectively and extend a linkage section 12, by this, make described embedded bar 1 be "Ji" type setting, during use, described linkage section 12 overlaps and is welded and fixed mutually with horizontal hoop 4 and the perpendicular muscle 3 of wall column reinforcing bar with the horizontal hoop 4 of wall column reinforcing bar, when 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 utility model provides a kind of infilled wall tie bar construction method, and 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 linkage section 12 that supplies the sheathed main paragraph 11 of described expanded polyethylene foam pipe 2 and bend respectively 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: when 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, with steel brush, the foreign material such as the concrete slag on described embedded bar 1, cement paste are cleaned down, the main paragraph 11 of tension rib and described embedded bar 1 is welded.
By reference to the accompanying drawings the utility model has been carried out to exemplary description above; obvious realization of the present utility model is not subject to the restrictions described above; as long as the various improvement that adopted technical solutions of the utility model to carry out; or without improving, design of the present utility model and technical scheme are directly used in to other occasion, all in protection domain of the present utility model.
Claims (1)
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, from the two ends of described main paragraph, bend respectively and extend a linkage section, by this, make described embedded bar be "Ji" type setting, during 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, when 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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420142035.4U CN203866972U (en) | 2014-03-27 | 2014-03-27 | Embedded component for filler wall tie bars |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420142035.4U CN203866972U (en) | 2014-03-27 | 2014-03-27 | Embedded component for filler wall tie bars |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203866972U true CN203866972U (en) | 2014-10-08 |
Family
ID=51647942
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420142035.4U Expired - Lifetime CN203866972U (en) | 2014-03-27 | 2014-03-27 | Embedded component for filler wall tie bars |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203866972U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103899012A (en) * | 2014-03-27 | 2014-07-02 | 湖南顺天建设集团有限公司 | Embedded member of filler wall binding rebar and filler wall binding rebar construction method |
| CN109057044A (en) * | 2018-08-22 | 2018-12-21 | 中国二十二冶集团有限公司 | Masonry tie wall bar shifts to an earlier date construction method |
-
2014
- 2014-03-27 CN CN201420142035.4U patent/CN203866972U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103899012A (en) * | 2014-03-27 | 2014-07-02 | 湖南顺天建设集团有限公司 | Embedded member of filler wall binding rebar and filler wall binding rebar construction method |
| CN109057044A (en) * | 2018-08-22 | 2018-12-21 | 中国二十二冶集团有限公司 | Masonry tie wall bar shifts to an earlier date construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C53 | Correction of patent of invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Liu Die Inventor after: Yang Xinwei Inventor after: Wu Jianxi Inventor before: Liu Tie Inventor before: Yang Jianwei Inventor before: Wu Jianxi |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: LIU TIE YANG JIANWEI WU JIANXI TO: LIU YI YANG XINWEI WU JIANXI |
|
| CX01 | Expiry of patent term |
Granted publication date: 20141008 |