CN106088357A - The building pre-buried anchoring bolt of infilled wall tie bar - Google Patents
The building pre-buried anchoring bolt of infilled wall tie bar Download PDFInfo
- Publication number
- CN106088357A CN106088357A CN201610633688.6A CN201610633688A CN106088357A CN 106088357 A CN106088357 A CN 106088357A CN 201610633688 A CN201610633688 A CN 201610633688A CN 106088357 A CN106088357 A CN 106088357A
- Authority
- CN
- China
- Prior art keywords
- buried
- tie bar
- wall tie
- infilled wall
- section
- 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.)
- Pending
Links
- 238000004873 anchoring Methods 0.000 title claims abstract description 22
- 238000005452 bending Methods 0.000 claims description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 11
- 238000000034 method Methods 0.000 abstract description 5
- 229910000831 Steel Inorganic materials 0.000 abstract description 3
- 239000000428 dust Substances 0.000 abstract description 3
- 239000010959 steel Substances 0.000 abstract description 3
- 230000000694 effects Effects 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 238000010923 batch production Methods 0.000 description 2
- 238000001035 drying Methods 0.000 description 2
- 238000010079 rubber tapping Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000007664 blowing Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000007586 pull-out test Methods 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
Classifications
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4157—Longitudinally-externally threaded elements extending from the concrete or masonry, e.g. anchoring bolt with embedded head
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4178—Masonry wall ties
Abstract
The invention provides the building pre-buried anchoring bolt of infilled wall tie bar.The described pre-buried anchoring bolt of building infilled wall tie bar includes that pre-buried bolt and pin, described pre-buried bolt include embedded section and the section of stretching out connected, described in the section of stretching out include keyhole, described pin and described keyhole size are mutually matched and described pin is inserted in described keyhole.The pre-buried anchoring bolt of building infilled wall tie bar that the present invention provides can be imbedded in concrete, again can form removal smoothly, thereafter filling wall construction can be carried out at any time, technique is simple, low cost, can be simple and easy to do in construction with mass production, and intensity high-durability is good, construction is without dust noise pollution, and from construction quality, cost, effect several respects, being better than chemically-planted steel bar construction method can widely popularize with nationwide.
Description
[technical field]
The present invention relates to building engineering field, be specifically related to a kind of building pre-buried anchoring bolt of infilled wall tie bar.
[background technology]
National regulation specify fill wall tension rib should be in structural frames trestle, pre-buried φ 6 reinforcing bar, expose the lap of splice=
400mm.When building filling wall, the tension rib built in wall overlaps with embedded bar colligation.
But being difficult to by the requirement pre-buried tie bar of this specification in reality is constructed, reason is that on frame column pre-buried tie bar is relatively
Many, after casting concrete, the extremely difficult dismounting of template is filled the tension rib of wall the most at present and is generally adopted with concrete column, wall, beam, plate
Connect by the method for chemically-planted steel bar, the method specification is allow, but intensity inspection must be carried out according to related specifications after bar planting
Survey (pull-out test).The operation of bar planting and being affected by the condition such as concrete curing, degree of drying, holes during construction, aperture blowing is formed
Dust pollution, noise pollution serious.The quality requirement to be reached of bar planting, construction manager, management need to strengthen monitoring power
Degree checks concrete degree of drying, drilling depth, glue cases at any time.Because floor volume very much not Qualification happens occasionally, and
The quantity of detection is only 3 ‰, has underproof bar planting to cause hidden danger of quality unavoidably.The quality of rebar-planting quality directly affect body of wall with
The reliability of the connection of agent structure, and then affect the anti-seismic performance of house wall.
Therefore, it is necessary to provide the one building pre-buried anchoring bolt of infilled wall tie bar.
[summary of the invention]
It is an object of the invention to provide a kind of building pre-buried anchoring bolt of infilled wall tie bar.
Technical scheme is as follows: a kind of building pre-buried anchoring bolt of infilled wall tie bar, including pre-buried bolt and pin,
Described pre-buried bolt includes embedded section and the section of stretching out connected, described in the section of stretching out include keyhole, described pin and described keyhole size
It is mutually matched and described pin is inserted in described keyhole.
Preferably, the section of stretching out described in includes extending, from described embedded section, the extension formed and prolonging from the bending of described extension
Stretching the kink of formation, described keyhole is enclosed formed by described extension and described kink.
Preferably, the internal diameter of described keyhole is 8mm, and described pin is 6-10mm reducing plug-in unit, and described pin includes end
Round handle and be located at the eyelet in round handle, described eyelet is used for being screwed into screw, fixing described pin, and the diameter of described pin is from tool
One end of described round handle is gradually reduced to the other end.
Preferably, described embedded section is inserted in the pattern hole of concrete component template, and the length etc. of described pattern hole
External diameter in described keyhole.
Preferably, described embedded section has L-type bending structure away from one end of the described section of stretching out.
Preferably, described pre-buried bolt uses the reinforcing bar of φ 8.
Preferably, a length of 280mm of described embedded section, described in a length of 24-30mm of the section of stretching out.
Preferably, a length of 60-70mm of described pin.
Preferably, a length of 24mm of described pattern hole, width is 8mm.
The beneficial effects of the present invention is: the pre-buried anchoring bolt of building infilled wall tie bar that the present invention provides can imbed concrete
In, again can form removal smoothly, filling wall construction thereafter can be carried out at any time, and technique is simple, low cost, can be big with batch production
Batch production, simple and easy to do in construction, and intensity high-durability is good, construct without dust noise pollution, from construction quality, cost,
Effect several respects, being better than chemically-planted steel bar construction method can widely popularize with nationwide.
[accompanying drawing explanation]
Fig. 1 is the part-structure figure of the building pre-buried anchoring bolt of infilled wall tie bar of the present invention；
Fig. 2 is the sectional view of the building pre-buried anchoring bolt of infilled wall tie bar of the present invention；
Fig. 3 is that the present invention dismantles the design sketch of concrete component template；
Fig. 4 is the structural map that the application present invention builds a wall.
[detailed description of the invention]
The invention will be further described with embodiment below in conjunction with the accompanying drawings.
Please refer to Fig. 1 to Fig. 3, the described pre-buried anchoring bolt of building infilled wall tie bar, including pre-buried bolt 1 and pin 2,
Described pre-buried bolt 1 includes embedded section 11 and the section of stretching out 12 connected, described in the section of stretching out 12 include keyhole 121, described pin 2 and institute
State keyhole 121 size to be mutually matched and described pin 2 is inserted in described keyhole 121.
The described section of stretching out 12 includes extending, from described embedded section 1, the extension 122 formed and bending from described extension 122
Extending the kink 123 formed, described keyhole 121 is enclosed formed by described extension 122 and described kink 123.
The internal diameter of described keyhole 121 is 8mm, and described pin 2 is 6-10mm reducing plug-in unit, and described pin 2 includes end
Justifying handle 21 and be located at the eyelet 22 in round handle 21, described eyelet 22 is used for installing tapping screw 5, fixing described pin 2, described pin
The diameter of nail 2 is gradually reduced to the other end from the one end having described round handle 21, and this ensure that its closely connecting with described keyhole 121
Connect.
Described embedded section 11 is inserted in the pattern hole 31 of concrete component template 3, and the length etc. of described pattern hole 31
External diameter in described keyhole 121.
Described embedded section 11 has L-type bending structure away from one end of the described section of stretching out 12.
Described pre-buried bolt 1 uses the reinforcing bar of φ 8.
The a length of 280mm of described embedded section 11, described in a length of 24-30mm of the section of stretching out 12.
The a length of 60-70mm of described pin 2.
The installation method of the described pre-buried anchor of building infilled wall tie bar is: after good for described concrete component model sheetinstallat,
Described concrete component template draws perforated lines molding plate hole by spacing dimension, a length of 24mm of described pattern hole,
Width is 8mm.
Described pre-buried bolt is inserted in pattern hole, described pin is penetrated described keyhole simultaneously, treat that described pre-buried bolt is complete
After inserting post mould, described pin is close to described concrete component template, uses tapping screw 5 to load described eyelet 22, by institute
State pin and described concrete component template is tightened fixing.
Incorporated by reference to refering to Fig. 4, when building filling wall 6, tension rib 7 is through keyhole 121, and colligation is firm；When tension rib 7 blanking
Time should be plus the bending length of 180 °.
Above-described is only embodiments of the present invention, it should be noted here that for those of ordinary skill in the art
For, without departing from the concept of the premise of the invention, it is also possible to make improvement, but these belong to the protection model of the present invention
Enclose.
Claims (9)
1. the building pre-buried anchoring bolt of infilled wall tie bar, it is characterised in that include pre-buried bolt and pin, described pre-buried bolt bag
Include the embedded section of connection and the section of stretching out, described in the section of stretching out include that keyhole, described pin and described keyhole size are mutually matched and institute
State pin to be inserted in described keyhole.
The pre-buried anchoring bolt of building infilled wall tie bar the most according to claim 1, it is characterised in that described in:, the section of stretching out includes
Extending, from described embedded section, the extension formed and extend, from the bending of described extension, the kink formed, described keyhole is by described
Extension and described kink enclose formation.
The pre-buried anchoring bolt of building infilled wall tie bar the most according to claim 2, it is characterised in that: the internal diameter of described keyhole
For 8mm, described pin is 6-10mm reducing plug-in unit, and described pin includes the round handle of end and is located at the eyelet in round handle, described
Eyelet is used for being screwed into screw, fixing described pin, and the diameter of described pin gradually subtracts to the other end from the one end having described round handle
Little.
The pre-buried anchoring bolt of building infilled wall tie bar the most according to claim 1, it is characterised in that: described embedded section inserts
In the pattern hole of concrete component template, and the length of described pattern hole is equal to the external diameter of described keyhole.
The pre-buried anchoring bolt of building infilled wall tie bar the most according to claim 1, it is characterised in that: described embedded section away from
One end of the described section of stretching out has L-type bending structure.
The pre-buried anchoring bolt of building infilled wall tie bar the most according to claim 1, it is characterised in that: described pre-buried bolt uses
The reinforcing bar of φ 8.
The pre-buried anchoring bolt of building infilled wall tie bar the most according to claim 1, it is characterised in that: the length of described embedded section
Degree for 280mm, described in a length of 24-30mm of the section of stretching out.
The pre-buried anchoring bolt of building infilled wall tie bar the most according to claim 1, it is characterised in that: the length of described pin
For 60-70mm.
The pre-buried anchoring bolt of building infilled wall tie bar the most according to claim 4, it is characterised in that: the length of described pattern hole
Degree is 24mm, and width is 8mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610633688.6A CN106088357A (en) | 2016-08-04 | 2016-08-04 | The building pre-buried anchoring bolt of infilled wall tie bar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610633688.6A CN106088357A (en) | 2016-08-04 | 2016-08-04 | The building pre-buried anchoring bolt of infilled wall tie bar |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106088357A true CN106088357A (en) | 2016-11-09 |
Family
ID=57454968
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610633688.6A Pending CN106088357A (en) | 2016-08-04 | 2016-08-04 | The building pre-buried anchoring bolt of infilled wall tie bar |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106088357A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109137988A (en) * | 2018-10-23 | 2019-01-04 | 苏州同尚工程设计咨询有限公司 | A kind of inspection shaft and its implementation method |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3599379A (en) * | 1969-01-21 | 1971-08-17 | Spanel Abram Nathaniel | Bolt-anchoring devices for concrete |
| CN203297517U (en) * | 2013-05-30 | 2013-11-20 | 江苏弘盛建设工程集团有限公司 | Annular bolt for fixing aggregate platform of high-rise building |
| CN203531361U (en) * | 2013-10-14 | 2014-04-09 | 中国十七冶集团有限公司 | Embedded type lifting ring bolt for being connected with scaffold |
| CN204645268U (en) * | 2015-05-25 | 2015-09-16 | 山东平安建设集团有限公司 | A kind of infilled wall tie bar built-in fitting |
| US20160032582A1 (en) * | 2014-08-01 | 2016-02-04 | Columbia Insurance Company | Thermally-isolated anchoring systems with split tail veneer tie for cavity walls |
| CN205314534U (en) * | 2016-01-29 | 2016-06-15 | 湖州职业技术学院 | Frame post can't harm drawknot steel form structure |
| CN105780964A (en) * | 2016-03-09 | 2016-07-20 | 盐城工学院 | Connection structure and construction process for lightweight wall block filler wall and frame structure |
| CN205975992U (en) * | 2016-08-04 | 2017-02-22 | 聂益胜 | Pre -buried anchor of building infilled wall drawknot muscle is tied |
-
2016
- 2016-08-04 CN CN201610633688.6A patent/CN106088357A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3599379A (en) * | 1969-01-21 | 1971-08-17 | Spanel Abram Nathaniel | Bolt-anchoring devices for concrete |
| CN203297517U (en) * | 2013-05-30 | 2013-11-20 | 江苏弘盛建设工程集团有限公司 | Annular bolt for fixing aggregate platform of high-rise building |
| CN203531361U (en) * | 2013-10-14 | 2014-04-09 | 中国十七冶集团有限公司 | Embedded type lifting ring bolt for being connected with scaffold |
| US20160032582A1 (en) * | 2014-08-01 | 2016-02-04 | Columbia Insurance Company | Thermally-isolated anchoring systems with split tail veneer tie for cavity walls |
| CN204645268U (en) * | 2015-05-25 | 2015-09-16 | 山东平安建设集团有限公司 | A kind of infilled wall tie bar built-in fitting |
| CN205314534U (en) * | 2016-01-29 | 2016-06-15 | 湖州职业技术学院 | Frame post can't harm drawknot steel form structure |
| CN105780964A (en) * | 2016-03-09 | 2016-07-20 | 盐城工学院 | Connection structure and construction process for lightweight wall block filler wall and frame structure |
| CN205975992U (en) * | 2016-08-04 | 2017-02-22 | 聂益胜 | Pre -buried anchor of building infilled wall drawknot muscle is tied |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109137988A (en) * | 2018-10-23 | 2019-01-04 | 苏州同尚工程设计咨询有限公司 | A kind of inspection shaft and its implementation method |
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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: 20161109 |
|
| RJ01 | Rejection of invention patent application after publication |