CN207794321U - Monoblock type fills walling steel tie bar embedded part - Google Patents
Monoblock type fills walling steel tie bar embedded part Download PDFInfo
- Publication number
- CN207794321U CN207794321U CN201721917909.9U CN201721917909U CN207794321U CN 207794321 U CN207794321 U CN 207794321U CN 201721917909 U CN201721917909 U CN 201721917909U CN 207794321 U CN207794321 U CN 207794321U
- Authority
- CN
- China
- Prior art keywords
- iron plate
- bar
- reinforcing bar
- buried iron
- walling
- 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 - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 14
- 239000010959 steel Substances 0.000 title claims abstract description 14
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 80
- 229910052742 iron Inorganic materials 0.000 claims abstract description 40
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 25
- 238000004458 analytical method Methods 0.000 claims abstract description 3
- 238000009434 installation Methods 0.000 abstract description 4
- 239000003795 chemical substances by application Substances 0.000 abstract description 3
- 238000004873 anchoring Methods 0.000 description 6
- 238000010276 construction Methods 0.000 description 5
- 239000000853 adhesive Substances 0.000 description 4
- 230000001070 adhesive effect Effects 0.000 description 4
- 238000005553 drilling Methods 0.000 description 3
- 230000007547 defect Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000010297 mechanical methods and process Methods 0.000 description 1
- 230000005226 mechanical processes and functions Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model is mainly used in technical field of buildings, more particularly to a kind of monoblock type fills walling steel tie bar embedded part, including longitudinally arranged connection reinforcing bar and pre-buried iron plate, every two connections reinforcing bar is one group, genesis analysis has pre-buried iron plate on the same side of one group of connection reinforcing bar, anchor bar is respectively set in the corner location of pre-buried iron plate, and anchor bar is located at the same side of pre-buried iron plate with reinforcing bar is connect.The mold is directly anchored to before template installation on main body reinforcing bar, after the completion of concreting entirety is formed with agent structure, tension rib is directly subsequently welded on embedded iron on piece, avoids the later stage from being punched on concrete structure, tendon-planted craft flow, shortens steel tie bar for masonry installation period.
Description
Technical field
The utility model is related to a kind of monoblock types to fill walling steel tie bar embedded part, be mainly used in Building technology neck
Domain.
Background technology
In construction, for the globality for ensureing concrete structure with filling walling, generally use tension rib will mix
Xtah Crude Clay structure becomes an entirety with masonry structure drawknot, and common practices is by the way of pre-buried bar planting, by concrete and masonry
Structure carries out drawknot, carries out chemically-planted steel bar after the completion of concrete structure construction, chemically-planted steel bar is on concrete column or shear wall
Drilling is then injected into high-strength anchoring adhesive, then reinforcing bar rotation is filled in hole, and after anchoring adhesive consolidation, reinforcing bar connects with concrete structure
It is integrated, but there are some drawbacks in this method actual mechanical process：
1) easily stopped by reinforcing bar in shear wall in boring procedure, depth of pore forming deficiency or position is caused deviation occur.
2) take artificial drilling, drilling depth that cannot be effectively ensured.
3) anchoring adhesive quality has differences, and bearing capacity is anchored after the completion of bar planting and is difficult to be guaranteed.
4) after the completion of bar planting, it is necessary to adopt an effective measure and ensure that reinforcing bar is not disturbed, once sending out before anchoring adhesive does not consolidate
Raw disturbance, can destroy bar planting effect.
The above drawback makes bar planting construction be easy to that mass defect occurs, and may be that engineering structure is stayed safely if dealing with improperly
Lower hidden danger.
Utility model content
The technical problems to be solved in the utility model is：Offer one kind is simple in structure, easy for construction, operation is fast, Neng Goubao
Card bar planting positions and dimensions are accurate, ensure to anchor the monoblock type filling walling steel tie bar embedded part that bearing capacity reaches requirement.
Monoblock type described in the utility model fills walling steel tie bar embedded part, including longitudinally arranged connection reinforcing bar with
Pre-buried iron plate, every two connections reinforcing bar is one group, and genesis analysis has pre-buried iron plate, embedded iron on the same side of one group of connection reinforcing bar
Anchor bar is respectively set in the corner location of piece, and anchor bar is located at the same side of pre-buried iron plate with reinforcing bar is connect.
Described the distance between the two adjacent pre-buried iron plates up and down are 500 millimeters.
The pre-buried iron plate is set as rectangle, and four anchor bars, four anchor bars are arranged in every piece of embedded iron on piece
It is respectively welded on four angle points for being fixed on pre-buried iron plate.
The utility model has the beneficial effects that：
1) anchor bar is directly anchored on main body reinforcing bar by the mold before template installation, after the completion of concreting with
Agent structure forms entirety, and tension rib is directly subsequently welded on embedded iron on piece, the later stage is avoided to be punched on concrete structure,
Tendon-planted craft flow shortens steel tie bar for masonry installation period.
2) since tension rib is using being welded on anchor plate, compared with traditional tendon-planted craft, tension rib is effectively increased
Anchoring bearing capacity.
3) due to not using traditional bar planting, avoid that the hole depth that is easy tod produce when bar planting is insufficient, position is improper, anchoring carrying
The defects of power is insufficient and easily disturbs, effectively enhances the drawknot globality of secondary masonry structure and agent structure.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is the left view structural representation of Fig. 1.
In figure：1, pre-buried iron plate；2, anchor bar；3, reinforcing bar is connected.
Specific implementation mode
The utility model is described further below in conjunction with the accompanying drawings：
As shown in Fig. 1~Fig. 2, monoblock type described in the utility model fills walling steel tie bar embedded part, including longitudinal direction
The connection reinforcing bar 3 and pre-buried iron plate 1 of arrangement, every two connections reinforcing bar 3 is one group, longitudinal on the same side of one group of connection reinforcing bar 3
Pre-buried iron plate 1 is distributed with, anchor bar 2 is respectively set in the corner location of pre-buried iron plate 1, and anchor bar 2 is located at reinforcing bar 3 is connect
The same side of pre-buried iron plate 1.The distance between upper and lower two adjacent pre-buried iron plates 1 are 500 millimeters.Pre-buried iron plate 1 is set as square
Shape, four anchor bars 2 are arranged on every piece of pre-buried iron plate 1, and four anchor bars 2 are separately fixed at four angles of pre-buried iron plate 1
Point on.
Connection reinforcing bar 3 is elongated longitudinal reinforcement, connects reinforcing bar 3 and every piece of 1 firm welding of pre-buried iron plate, pre-buried iron plate 1
Center spacing is generally the height of two skins filling wall building block, is preset as 500mm, and weld in four angle points of every piece of pre-buried iron plate 1
It connects anchor bar 2, when construction, outwardly by 1 smooth surface of integral built-in iron plate, will be welded on every piece of pre-buried iron plate 1 after determining good position
Four 2 banding fixeds of anchor bar on shear force wall reinforcing steel bar, ensure the smooth surface of pre-buried iron plate 1 with it is flat on the inside of shear wall formwork
Together, pre-buried iron plate 1 is exposed at concrete outer surface after having poured concrete.
In use, the laitance on 1 surface of pre-buried iron plate is cleaned out, then tension rib is welded on pre-buried iron plate 1.
Claims (3)
1. a kind of monoblock type fills walling steel tie bar embedded part, it is characterised in that：Including longitudinally arranged connection reinforcing bar (3) and
Pre-buried iron plate (1), every two connection reinforcing bar (3) is one group, and genesis analysis has embedded iron on the same side of one group of connection reinforcing bar (3)
Anchor bar (2) is respectively set in the corner location of piece (1), pre-buried iron plate (1), and anchor bar (2) is located in advance with reinforcing bar (3) is connect
Bury the same side of iron plate (1).
2. monoblock type according to claim 1 fills walling steel tie bar embedded part, it is characterised in that：Upper and lower two is adjacent
The distance between pre-buried iron plate (1) is 500 millimeters.
3. monoblock type according to claim 1 fills walling steel tie bar embedded part, it is characterised in that：Pre-buried iron plate (1)
It is set as rectangle, four anchor bars (2) are set on every piece of pre-buried iron plate (1), four anchor bars (2) are respectively welded and are fixed on
On four angle points of pre-buried iron plate (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721917909.9U CN207794321U (en) | 2017-12-27 | 2017-12-27 | Monoblock type fills walling steel tie bar embedded part |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721917909.9U CN207794321U (en) | 2017-12-27 | 2017-12-27 | Monoblock type fills walling steel tie bar embedded part |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207794321U true CN207794321U (en) | 2018-08-31 |
Family
ID=63277111
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721917909.9U Expired - Fee Related CN207794321U (en) | 2017-12-27 | 2017-12-27 | Monoblock type fills walling steel tie bar embedded part |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207794321U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111119396A (en) * | 2020-01-08 | 2020-05-08 | 浙江丰众建筑材料科技股份有限公司 | Autoclaved aerated concrete brick with preset tie bar grooves and processing method thereof |
-
2017
- 2017-12-27 CN CN201721917909.9U patent/CN207794321U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111119396A (en) * | 2020-01-08 | 2020-05-08 | 浙江丰众建筑材料科技股份有限公司 | Autoclaved aerated concrete brick with preset tie bar grooves and processing method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180831 |