CN109057044A - Masonry tie wall bar shifts to an earlier date construction method - Google Patents
Masonry tie wall bar shifts to an earlier date construction method Download PDFInfo
- Publication number
- CN109057044A CN109057044A CN201810960255.0A CN201810960255A CN109057044A CN 109057044 A CN109057044 A CN 109057044A CN 201810960255 A CN201810960255 A CN 201810960255A CN 109057044 A CN109057044 A CN 109057044A
- Authority
- CN
- China
- Prior art keywords
- bar
- wall
- structural post
- tie
- tie wall
- 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.)
- Withdrawn
Links
- 238000010276 construction Methods 0.000 title claims abstract description 17
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 11
- 239000010959 steel Substances 0.000 claims abstract description 11
- 210000003205 muscle Anatomy 0.000 claims abstract description 10
- 239000011241 protective layer Substances 0.000 claims abstract description 8
- 238000005259 measurement Methods 0.000 claims abstract description 7
- 238000009435 building construction Methods 0.000 claims abstract description 5
- 230000002787 reinforcement Effects 0.000 claims description 14
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 238000003466 welding Methods 0.000 claims description 4
- 238000009434 installation Methods 0.000 claims description 3
- 238000005491 wire drawing Methods 0.000 claims description 3
- 238000009415 formwork Methods 0.000 claims description 2
- 210000002435 tendon Anatomy 0.000 claims description 2
- 238000005553 drilling Methods 0.000 abstract description 9
- 238000000034 method Methods 0.000 abstract description 8
- 230000000694 effects Effects 0.000 abstract description 6
- 238000004140 cleaning Methods 0.000 abstract description 3
- 239000000428 dust Substances 0.000 abstract description 3
- 239000003292 glue Substances 0.000 abstract description 3
- 239000000463 material Substances 0.000 abstract description 3
- 238000000465 moulding Methods 0.000 abstract description 3
- 230000001681 protective effect Effects 0.000 abstract description 3
- 238000005452 bending Methods 0.000 description 3
- 230000007547 defect Effects 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
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 239000002994 raw material Substances 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
- E04B1/4178—Masonry wall ties
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The present invention relates to a kind of masonry tie wall bars to shift to an earlier date construction method.It is bound including structural post or wall steel bar; tie wall bar measurement and positioning unwrapping wire, tie wall bar construction, places cushion block of concrete bar protective layer; then it applies for checking and examination before carrying out envelope mould; structural post or wall form closing, structural post or walls concrete pour, health; form removable; then the wall lacing wire of structural post or surface of wall leakage muscle is moved toward straightening, end is surrounded 180 degree crotch, the normal building construction of secondary structure is carried out according to drawing requirement.The present invention is short without processes, one-pass molding, periods such as secondary drilling, cleaning, bar plantings; reduce drilling noise, dust pollution; environmentally protective, even more anti-drawing strength substantial increase is arranged after crotch in direct preset lace significant effect, especially lacing wire end; it bends lacing wire and is close to template; the effect of stirrup protective layer is also acted as, sets joint bar without staying, template is destroyed and demoulding is difficult; inserted bar glue material expense even lacing wire anti-pulling test fee, save the cost can be saved.
Description
Technical field
The present invention relates to technical field of building construction, specifically a kind of masonry tie wall bar shifts to an earlier date construction method.
Background technique
Masonry structure belongs to secondary structure in the building of frame structure, generally without load-bearing, but due to being related to building
The shockproof requirements built, thus have before building a procedure be exactly concrete post (or wall) need according to drawing requirement or
Specification (generally in 500-600mm) setting wall lacing wire spaced apart, wall lacing wire are generally two Φ 6(or Φ 8) it is straight
Diameter reinforcing bar is embedded using steel planting mode, general drilling depth 100mm(or 10d), but this mode exist need drilling,
It cleans, smear anchoring adhesive bar planting and test drawing series of processes, any procedure is still applied regardless of raw material quality problem
Work level difference or operating condition influence can all cause certain mass defect, influence the safety and applicability of structure, such as
The lacing wire of fruit wall can be once embedded in structural concrete, and anti-pulling quality will increase substantially, in addition to drilling is widely used at present
Outside bar planting, the way having in the past is exactly that steel plate built-in fitting is arranged at wall lacing wire position in advance, is welded on embedded part after having torn template open
Lacing wire is connect, although this mode does not have to steel planting, needs to make embedded part in advance, the defects of there is also reinforcement welding loosely,
It is exactly reserved joint bar there are also one kind, but there is also templates to drill, destroys situations such as template and demoulding are difficult.
Summary of the invention
Present invention seek to address that the above problem, thus provide a kind of short period, save the cost, environment-friendly high-efficiency masonry tie wall
Muscle shifts to an earlier date construction method.
The present invention solves described problem, the technical solution adopted is that:
A kind of masonry tie wall bar shifts to an earlier date construction method, includes the following steps:
The first step, structural post or wall steel bar binding:
Structure main reinforcement binding overlap joint or mechanical connection construction are carried out according to drawing reinforcement drawing, then carries out the construction of structure stirrup；
Second step, tie wall bar measurement and positioning unwrapping wire:
When structural post or wall steel bar after the installation is completed, according to architectural drawing in its structure measurement and positioning release tie wall bar height
Position is spent, carries out mark in main reinforcement with marking pen；
Third step, tie wall bar construction:
Tie wall bar is placed in structural post or wall, end double flat or 90 degree, exposed structure part bends downward 90
Degree or more, so that reinforcing bar is close to template, spot welding or binding and fixing are in main reinforcement or on stirrup.When there are masonry in structural post two sides
When, directly that tie wall bar is elongated across pillar, two sides bend downward 90 degree or more, form inverse u shape；
4th step places cushion block of concrete bar protective layer, applies for checking and examination before then carrying out envelope mould；
5th step, structural post or wall form closing:
Assembled good template closes structure, tie wall bar is just close to template surface, is then cooperated with scaffold tubes to wire drawing
Bar, buckle etc. carry out formwork bracing system reinforcing；
5th step, structural post or walls concrete pour；
Then 6th step, health, form removable move toward straightening the wall lacing wire of structural post or surface of wall leakage muscle, according still further to rule
End is surrounded 180 degree crotch by model；
7th step carries out the normal building construction of secondary structure according to drawing and code requirement.
The present invention by adopting the above technical scheme, compared with prior art, the feature protruded is:
1. short without processes, one-pass molding, periods such as secondary drilling, cleaning, bar plantings.
2. drilling noise, dust pollution are reduced, it is environmentally protective.
3. direct preset lace significant effect, especially lacing wire end be arranged crotch after be even more anti-drawing strength significantly on
It rises.
4. bending lacing wire is close to template, the effect of stirrup protective layer is also acted as.
5. not having to stay to set joint bar, destroys template and demoulding is difficult.
6. inserted bar glue material expense even lacing wire anti-pulling test fee, save the cost can be saved.
7. extensible expand extremely builds its of bar planting or pre- doweling after collar tie beam (bar diameter is less than 14mm) etc. needs
Its field.
Preferably, the further technical solution of the present invention is:
In 6th step, end lacing wire is put on into plastic tube or package, is easily isolated after demoulding with concrete, forms surface leakage
Muscle, from picking chisel.
Detailed description of the invention
Fig. 1 is structural schematic diagram of the embodiment of the present invention；
Fig. 2 is A-A schematic cross-sectional view in Fig. 1；
In figure: concrete post 1；Protective layer cushion block 2；Stirrup 3；Main reinforcement 4；Tie wall bar 5；Template 6；Flitch 7；Scaffold tubes 8.
Specific embodiment:
Below with reference to embodiment, the invention will be further described, and purpose, which is only that, more fully understands the content of present invention, therefore, institute
The example of act is not intended to limit protection scope of the present invention.
Referring to Fig. 1, Fig. 2, a kind of masonry tie wall bar shifts to an earlier date construction method, includes the following steps:
The first step, structural post or wall steel bar binding:
Binding overlap joint or the mechanical connection construction that structure main reinforcement 4 is carried out according to drawing reinforcement drawing, then carry out applying for structure stirrup 3
Work.
Second step, 5 measurement and positioning unwrapping wire of tie wall bar:
When structural post or wall steel bar after the installation is completed, according to architectural drawing, measurement and positioning releases tie wall bar 5 in its structure
Height and position carries out mark with marking pen in main reinforcement 4.
Third step, tie wall bar 5 are constructed:
Tie wall bar 5 is placed in structural post or wall, end double flat or 90 degree, exposed structure part is bent downward
90 degree or more, reinforcing bar is set to be close to template 6, spot welding or binding and fixing are in main reinforcement 4 or on stirrup 3, when structural post two sides have
When masonry, directly that tie wall, 5 is elongated across pillar, two sides bend downward 90 degree or more, form inverse u shape.
4th step places the protective layer cushion block 2 of reinforcing bar, applies for checking and examination before then carrying out envelope mould.
5th step, structural post or wall form 6 are closed:
Assembled good template 6 closes structure, tie wall bar 5 is just close to 6 surface of template, then uses flitch 7, scaffold tubes 8
The support system for carrying out template 6 to wire drawing bar, buckle etc. is cooperated to reinforce.
5th step, structural post or walls concrete pour.
6th step, health, mould/6 are removed, and are then moved toward straightening the wall lacing wire of structural post or surface of wall leakage muscle, then press
End surrounded 180 degree crotch according to specification, end lacing wire is put on into plastic tube or package, is easy to after demoulding with concrete point
From formation surface leaking tendon, from picking chisel.
7th step carries out the normal building construction of secondary structure according to drawing and code requirement.
The wall lacing wire of bar planting after needs is bent about 90 degree by the present invention, pours it directly with template proximate with structure synchronization
It builds, directly moving toward straightening the preset lace of body structure surface " leakage muscle " after demoulding can be completed series of processes such as " steel plantings ", together
When in embedment end setting crotch greatly enhance the tension pull out force of lacing wire, significant effect, other end bending part can put on protection pipe
Make it that disengagement more be isolated with structural concrete, convenient for leakage muscle, dug from picking, be not necessarily to the processes such as secondary drilling, cleaning, bar planting,
One-pass molding, the period is short, reduces drilling noise, dust pollution, environmentally protective, direct preset lace significant effect is especially drawn
Muscle end is even more anti-drawing strength substantial increase after crotch is arranged, and template is close in bending lacing wire, also acts as stirrup protective layer work
With setting joint bar without staying, it is difficult to destroy template and demoulding, can save the even lacing wire anti-pulling test of inserted bar glue material expense
Take, save the cost, capable of extending expansion, (bar diameter is less than bar planting or pre- doweling after the needs such as 14mm) to collar tie beam is built
Other fields.
The foregoing is merely preferably feasible embodiment of the invention, not thereby limiting the scope of the invention,
It is all to use equivalence changes made by description of the invention and its accompanying drawing content, it is intended to be included within the scope of the present invention.
Claims (3)
1. a kind of masonry tie wall bar shifts to an earlier date construction method, which comprises the steps of:
The first step, structural post or wall steel bar binding:
Structure main reinforcement binding overlap joint or mechanical connection construction are carried out according to drawing reinforcement drawing, then carries out the construction of structure stirrup；
Second step, tie wall bar measurement and positioning unwrapping wire:
When structural post or wall steel bar after the installation is completed, according to architectural drawing in its structure measurement and positioning release tie wall bar height
Position is spent, carries out mark in main reinforcement with marking pen；
Third step, tie wall bar construction:
Tie wall bar is placed in structural post or wall, end double flat or 90 degree, exposed structure part bends downward 90
Degree or more, so that reinforcing bar is close to template, spot welding or binding and fixing are in main reinforcement or on stirrup.
2. when there are masonry in structural post two sides, directly that tie wall bar is elongated across pillar, two sides bend downward 90 degree or more,
Form inverse u shape；
4th step places cushion block of concrete bar protective layer, applies for checking and examination before then carrying out envelope mould；
5th step, structural post or wall form closing:
Assembled good template closes structure, tie wall bar is just close to template surface, is then cooperated with scaffold tubes to wire drawing
Bar, buckle etc. carry out formwork bracing system reinforcing；
5th step, structural post or walls concrete pour；
Then 6th step, health, form removable move toward straightening the wall lacing wire of structural post or surface of wall leakage muscle, according still further to rule
End is surrounded 180 degree crotch by model；
7th step carries out the normal building construction of secondary structure according to drawing and code requirement.
3. masonry tie wall bar according to claim 1 shifts to an earlier date construction method, it is characterised in that: in the 6th step, end is drawn
Muscle puts on plastic tube or package, is easily isolated after demoulding with concrete, forms surface leaking tendon.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810960255.0A CN109057044A (en) | 2018-08-22 | 2018-08-22 | Masonry tie wall bar shifts to an earlier date construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810960255.0A CN109057044A (en) | 2018-08-22 | 2018-08-22 | Masonry tie wall bar shifts to an earlier date construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109057044A true CN109057044A (en) | 2018-12-21 |
Family
ID=64686677
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810960255.0A Withdrawn CN109057044A (en) | 2018-08-22 | 2018-08-22 | Masonry tie wall bar shifts to an earlier date construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109057044A (en) |
Citations (7)
| 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 |
| CN202023366U (en) * | 2011-03-04 | 2011-11-02 | 中建七局第二建筑有限公司 | Tie bar structure applicable to cast-in-situ concrete columns |
| 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 |
| CN204826221U (en) * | 2015-08-05 | 2015-12-02 | 中建三局第二建设工程有限责任公司 | Pre -buried component of infilled wall drawknot muscle |
| CN205907905U (en) * | 2016-08-01 | 2017-01-25 | 中国十七冶集团有限公司 | Drawknot muscle structure device |
| CN206090939U (en) * | 2016-07-25 | 2017-04-12 | 中国建筑第七工程局有限公司 | Brickwork wall drawknot muscle connecting tool |
| 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 |
-
2018
- 2018-08-22 CN CN201810960255.0A patent/CN109057044A/en not_active Withdrawn
Patent Citations (7)
| 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 |
| CN202023366U (en) * | 2011-03-04 | 2011-11-02 | 中建七局第二建筑有限公司 | Tie bar structure applicable to cast-in-situ concrete columns |
| 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 |
| CN204826221U (en) * | 2015-08-05 | 2015-12-02 | 中建三局第二建设工程有限责任公司 | Pre -buried component of infilled wall drawknot muscle |
| CN206090939U (en) * | 2016-07-25 | 2017-04-12 | 中国建筑第七工程局有限公司 | Brickwork wall drawknot muscle connecting tool |
| CN205907905U (en) * | 2016-08-01 | 2017-01-25 | 中国十七冶集团有限公司 | Drawknot muscle structure device |
| 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 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20181221 |
|
| WW01 | Invention patent application withdrawn after publication |