CN105735487A - Wall tied reinforcement component - Google Patents
Wall tied reinforcement component Download PDFInfo
- Publication number
- CN105735487A CN105735487A CN201610176649.8A CN201610176649A CN105735487A CN 105735487 A CN105735487 A CN 105735487A CN 201610176649 A CN201610176649 A CN 201610176649A CN 105735487 A CN105735487 A CN 105735487A
- Authority
- CN
- China
- Prior art keywords
- wall
- lacing wire
- wire
- wall lacing
- inner sleeve
- 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
- 230000002787 reinforcement Effects 0.000 title abstract 4
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 238000000034 method Methods 0.000 description 6
- 238000010276 construction Methods 0.000 description 4
- 239000000835 fiber Substances 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 239000011449 brick Substances 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 241001269238 Data Species 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 235000014121 butter Nutrition 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention discloses a wall tied reinforcement component, which comprises a wall tied reinforcement provided with external threads at one end, and an embedded inner threading piece used for being embedded in concrete. An internal threaded hole is formed in one end of the embedded inner threading piece and used for being connected with the external threaded end of the wall tied reinforcement through threads. By applying the component, the project quality is guaranteed, the working efficiency is improved and the operation is simple.
Description
Technical field
The present invention relates to the assemblies such as wall lacing wire built-in connection.
Background technology
At present when building secondary structure internal partition wall or the outer eaves clear water brick architectural surface of construction by laying bricks or stones, it is necessary to a large amount of pre-buried wall lacing wires are in agent structure, in order to by the internal partition wall in secondary structure, and decorative layer drawknot becomes an entirety.
By pre-buried good wall lacing wire, picking out from the concrete built is unusual labor intensive.And the concrete component picked out is difficult to be repaired.
Another kind of method is utilized on concrete component to punch, this method of bar planting is relatively costly, and operation is relatively various, is a kind of not being able to and method for it.If the dust in hole is not cleaned, construction quality can be had a strong impact on.
Summary of the invention
It is an object of the invention to the deficiency overcome in prior art, it is provided that a kind of ensure that construction quality, improve work efficiency and elder generation simple to operate pre-buried after be mechanically connected wall lacing wire assembly.
The technical scheme is that
A kind of wall lacing wire assembly of the present invention, it includes one end and is provided with externally threaded wall lacing wire and the pre-buried inner sleeve wire for being embedded in concrete, having internal thread hole in one end of described pre-buried inner sleeve wire, described internal thread hole is for threadeding with the male end of wall lacing wire.
Compared with prior art, the method have the advantages that
Compared with pre-buried wall lacing wire: 1, first eliminate the link picking cutter concrete structure surface searching reinforcing bar.2, avoid concrete structure surface and picked rotten, the link repaired once again.3, carrying out size pre-control and fixing by screw or form plate hole accurately in advance, accurately there has been guarantee position.
Compared with bar planting: 1. bar planting is a kind of means to save the situation done something against one's will.This device is adopted to eliminate the link of punching, clear hole, injecting glue.2. bar planting needs to wait that the solid rear of gelling is force-applied, and this device steel concrete supporting can stress immediately after can realizing being screwed into.3. the testing expenses of steel concrete supporting are less than bar planting.4., relative to bar planting, the key point of steel concrete supporting is obvious, and quality is easily controllable.
Accompanying drawing explanation
Fig. 1 is the structural representation of the wall lacing wire of the wall lacing wire assembly of the present invention；
Fig. 2 is the structural representation of the pre-buried inner sleeve wire of the wall lacing wire assembly of the present invention；
Fig. 3 be the wall lacing wire assembly of the present invention install and use schematic diagram.
Detailed description of the invention
Describe the present invention below in conjunction with being embodied as example.
A kind of wall lacing wire assembly of the present invention as shown in drawings, it includes one end and is provided with externally threaded wall lacing wire 1 and the pre-buried inner sleeve wire 2 for being embedded in concrete, internal thread hole 2-1, described internal thread hole 2-1 is had for threadeding with the male end of wall lacing wire in one end of described pre-buried inner sleeve wire 2.
Preferred described pre-buried inner sleeve wire 2 adopts diameter to be 10mm～32mm and length is the steel pole of 160mm～50mm.So it is easy to the stub bar of reinforced bar utilized on building site, and worm steel and concrete have better bond stress.Owing to the bond area in concrete is identical, and adopting the reinforcing bar that diameter is thick, its length can correspondingly shorten, vibrating when being more beneficial for concreting.
The aperture of the internal thread hole 2-1 of preferred described pre-buried inner sleeve wire 2 is 6mm and silk segment length is 20mm.The aperture of certain internal thread hole 2-1, hole depth can be adjusted according to factors such as the wall lacing wire diameter of drawing requirement, template thickness, drawing experimental datas.
The using method of this wall lacing wire assembly is:
1. in the relevant position perforate of template wall lacing wire 1 to be installed.
2. fixing pre-buried inner sleeve wire 2.
3. when construction according to marked rod of building a wall, calculate wall lacing wire position on post, wall, beam, this position unwrapping wire is positioned on template, by on the wall lacing wire point position placed in the internal thread hole 2-1 alignment template of pre-buried inner sleeve wire 2, in the screw 3 of the other end respective diameters of template is twisted and worn template and be applied in the internal thread hole 2-1 of pre-buried inner sleeve wire 2, serve precisely fixing built-in fitting effect in concrete.During in order to avoid concreting, cement mortar flows in interior mantle fiber hole, can fill butter in advance in interior mantle fiber hole.Treat that concrete reaches intensity, first the screw 3 in template is backed out, can by normal procedure form removal.
4. after form removal, the interior mantle fiber hole of pre-buried inner sleeve wire 2 end all presents, and is screwed into the internal thread hole 2-1 of pre-buried inner sleeve wire 2 by the male end of wall lacing wire 1 and can complete the mechanical connection of reinforcing bar.
Claims (3)
1. a wall lacing wire assembly, it is characterized in that: it includes one end and is provided with externally threaded wall lacing wire and the pre-buried inner sleeve wire for being embedded in concrete, having internal thread hole in one end of described pre-buried inner sleeve wire, described internal thread hole is for threadeding with the male end of wall lacing wire.
2. wall lacing wire assembly according to claim 1, it is characterised in that: described pre-buried inner sleeve wire adopts diameter to be 10mm～32mm and length is the steel pole of 160mm～50mm.
3. wall lacing wire assembly according to claim 1 and 2, it is characterised in that: the aperture of the internal thread hole of described pre-buried inner sleeve wire is 6mm and silk segment length is 20mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610176649.8A CN105735487A (en) | 2016-03-24 | 2016-03-24 | Wall tied reinforcement component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610176649.8A CN105735487A (en) | 2016-03-24 | 2016-03-24 | Wall tied reinforcement component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105735487A true CN105735487A (en) | 2016-07-06 |
Family
ID=56251538
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610176649.8A Pending CN105735487A (en) | 2016-03-24 | 2016-03-24 | Wall tied reinforcement component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105735487A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760004A (en) * | 2016-12-23 | 2017-05-31 | 中国人民解放军63926部队 | A kind of construction method of the uniform joint bar in guide trough structure surface |
| CN108468389A (en) * | 2018-03-30 | 2018-08-31 | 天津住宅集团建设工程总承包有限公司 | A kind of elimination construction error wall lacing wire component |
| CN113756588A (en) * | 2021-09-30 | 2021-12-07 | 中冶建工集团有限公司 | Masonry bar planting method free of drilling |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201050119Y (en) * | 2007-06-01 | 2008-04-23 | 林光明 | Wall tie bar |
| CN101397815A (en) * | 2008-09-26 | 2009-04-01 | 中国建筑第六工程局有限公司 | Construction method of pull rod expansion screw bolt post embedding wall lacing wire |
| CN202131676U (en) * | 2011-06-29 | 2012-02-01 | 陈绪褚 | Quake-proof steel tie bar embedded part |
| CN103015735A (en) * | 2012-12-16 | 2013-04-03 | 中建六局土木工程有限公司 | Construction method for planting wall lacing bars after pre-burying of sleeve assemblies |
| CN103541431A (en) * | 2013-11-06 | 2014-01-29 | 天津津贝尔建筑工程试验检测技术有限公司 | Structural device used for secondary structural wall tie piece of building concrete engineering |
| CN205444484U (en) * | 2016-03-24 | 2016-08-10 | 天津住宅集团建设工程总承包有限公司 | Wall lacing wire subassembly |
-
2016
- 2016-03-24 CN CN201610176649.8A patent/CN105735487A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201050119Y (en) * | 2007-06-01 | 2008-04-23 | 林光明 | Wall tie bar |
| CN101397815A (en) * | 2008-09-26 | 2009-04-01 | 中国建筑第六工程局有限公司 | Construction method of pull rod expansion screw bolt post embedding wall lacing wire |
| CN202131676U (en) * | 2011-06-29 | 2012-02-01 | 陈绪褚 | Quake-proof steel tie bar embedded part |
| CN103015735A (en) * | 2012-12-16 | 2013-04-03 | 中建六局土木工程有限公司 | Construction method for planting wall lacing bars after pre-burying of sleeve assemblies |
| CN103541431A (en) * | 2013-11-06 | 2014-01-29 | 天津津贝尔建筑工程试验检测技术有限公司 | Structural device used for secondary structural wall tie piece of building concrete engineering |
| CN205444484U (en) * | 2016-03-24 | 2016-08-10 | 天津住宅集团建设工程总承包有限公司 | Wall lacing wire subassembly |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760004A (en) * | 2016-12-23 | 2017-05-31 | 中国人民解放军63926部队 | A kind of construction method of the uniform joint bar in guide trough structure surface |
| CN108468389A (en) * | 2018-03-30 | 2018-08-31 | 天津住宅集团建设工程总承包有限公司 | A kind of elimination construction error wall lacing wire component |
| CN113756588A (en) * | 2021-09-30 | 2021-12-07 | 中冶建工集团有限公司 | Masonry bar planting method free of drilling |
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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: 20160706 |
|
| RJ01 | Rejection of invention patent application after publication |