CN206053374U - A kind of positioning instrument of infilled wall tie bar - Google Patents
A kind of positioning instrument of infilled wall tie bar Download PDFInfo
- Publication number
- CN206053374U CN206053374U CN201621008407.XU CN201621008407U CN206053374U CN 206053374 U CN206053374 U CN 206053374U CN 201621008407 U CN201621008407 U CN 201621008407U CN 206053374 U CN206053374 U CN 206053374U
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- CN
- China
- Prior art keywords
- positioning instrument
- vertical plate
- tie bar
- wall tie
- infilled 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.)
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- Conveying And Assembling Of Building Elements In Situ (AREA)
- Retaining Walls (AREA)
Abstract
The utility model discloses a kind of positioning instrument of infilled wall tie bar.The elevating mechanism (3) that the positioning instrument is included vertical plate (1) and is connected with vertical plate (1), vertical plate (1) edge is provided with several bayonet sockets (2)；The bayonet socket (2) deep 15～20cm, wide 10～20mm；The distance between adjacent bayonet socket (2) is the integral multiple for rolling brick height.The accuracy rate and bar planting achievement, accelerating construction progress of the positioning instrument energy effective control bar planting position that this utility model is provided, mitigates the working strength of management personnel, improves masonry construction quality.
Description
Technical field
This utility model is related to infilled wall tie bar technical field, more particularly to a kind of positioning work of infilled wall tie bar
Tool.
Background technology
Filling wall carries out rear implantation (anchoring) construction of tension rib frequently with " bar planting method ", bores in wall tie bar position
Hole, injecting glue are simultaneously implanted into tension rib, by the use of chemical anchors solid glue as tension rib and the binding agent of post (wall) concrete, it is ensured that tension rib
It is reliable bonding with post (wall) concrete.Make tension rib and the adhesive strength of structural column (wall) concrete reach design requirement, draw
The transmission in concrete column (wall) by chemical bonding agent of knot muscle.Technological process：Snap the line positioning → drilling → borehole cleaning → with glue →
Injecting glue → bar planting → inspect for acceptance.
According to traditional construction method, drilled with tape measure span setting-out from bottom to top, such speed is very slow, leads to not
Improve efficiency and accelerate progress, and bar planting position is inaccurate.Through the investigation of job site, due to quality control method less than
Position, many reasons such as lack a sense of responsibility of workman, causes tension rib position bias effect to the construction quality of masonry.
Utility model content
For the deficiencies in the prior art, the utility model discloses a kind of positioning instrument of infilled wall tie bar.This practicality
The new line setting that tension rib is carried out using self-control positioning instrument, it is ensured that the tram of tension rib.
The technical solution of the utility model is as follows：A kind of positioning instrument of infilled wall tie bar, the positioning instrument are plate
Shape structure, platy structure edge are provided with several bayonet sockets.
The bayonet socket deep 15～20cm, wide 10～20mm.
The distance between adjacent bayonet socket is the integral multiple for rolling brick height.
The positioning instrument also includes the elevating mechanism 3 being connected with vertical plate 1.
Operation principle of the present utility model is as follows：This utility model designs simple positioning instrument, and positioning instrument is provided with
Positioning instrument is close to bar planting body of wall side by the bayonet socket of certain altitude, and beam bottom is pushed against at the top of which, carry out from top to bottom masonry and
Bar planting location positioning unwrapping wire, roll brick high unity size to guarantee to fill at the top of wall, is just formed with self-spraying paint spraying bayonet socket position
On the one hand bar planting position and brick setting mortar joint position, this utility model are rolled brick size and stay that to set height uneven in solving masonry construction
The even body of wall rolling brick for causing is difficult to the problem constructed, and on the other hand also solves wall tie bar position and offsets not in mortar joint position
The problem put.
Compared with prior art, this utility model has the advantages that：The positioning instrument energy that this utility model is provided
The accuracy rate and bar planting achievement of effective control bar planting position, accelerating construction progress mitigate the working strength of management personnel, improve and build
Body construction quality.
Description of the drawings
Structural representations of the Fig. 1 for vertical plate；
The positioning tool construction schematic diagram that Fig. 2 is provided for this utility model；
Fig. 3 is the use state figure of positioning instrument；
Fig. 4 is in position location tension rib schematic diagram；
Labelling in figure：1- vertical plates, 2- bayonet sockets, 3- elevating mechanisms, 4- filling walls, 5- tension ribs, 6- spray painting bottles, 7- positioning
Line.
Specific embodiment
The technical solution of the utility model is described in further details with specific embodiment below in conjunction with the accompanying drawings.
Embodiment 1
As shown in figure 1, adopt width 200mm, the composite layered plate of long 2000mm as vertical plate 1, on vertical plate 1 every
200mm cuts a bayonet socket 2,2 depth 200mm of bayonet socket, wide 15mm (height is also brick setting mortar joint width).
Although can make beam bottom is pushed against at the top of which using vertical plate 1 is artificially elevated, artificially elevate vertical plate and cause work
People is tired, and is easily caused sprocket bit and is equipped with deviation, therefore vertical plate 1 is connected by the present embodiment with elevating mechanism 3, as shown in Fig. 2
Elevating mechanism 3 is fixed with the middle part of vertical plate 1, and fixed connection point can be one or more, by hand dynamic elevator
Structure, lifts vertical plate 1.
The use process of the positioning instrument is as follows：Before the 4 steel tie bar planting construction of filling wall, workman elevates vertical plate
1 or shake elevating mechanism make vertical plate 1 be close to bar planting body of wall side, make at the top of vertical plate 1, to push against beam bottom, sprayed with spray painting bottle 6
Apply 2 position of bayonet socket and form position line 7, position line 7 is bar planting position and masonry mortar joint position, then carries out tension rib 5, such as schemes
Shown in 3 and Fig. 4.
Claims (4)
1. the positioning instrument of a kind of infilled wall tie bar, it is characterised in that the positioning instrument includes vertical plate (1), vertical plate
(1) edge is uniformly provided with several bayonet sockets (2).
2. the positioning instrument of infilled wall tie bar as claimed in claim 1, it is characterised in that the bayonet socket (2) is deep 15～
20cm, wide 10～20mm.
3. the positioning instrument of infilled wall tie bar as claimed in claim 1, it is characterised in that between adjacent bayonet socket (2) away from
From the integral multiple for being rolling brick height.
4. the positioning instrument of the infilled wall tie bar as described in claims 1 to 3 is arbitrary, it is characterised in that the positioning instrument
Also include the elevating mechanism (3) being connected with vertical plate (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621008407.XU CN206053374U (en) | 2016-08-30 | 2016-08-30 | A kind of positioning instrument of infilled wall tie bar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621008407.XU CN206053374U (en) | 2016-08-30 | 2016-08-30 | A kind of positioning instrument of infilled wall tie bar |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206053374U true CN206053374U (en) | 2017-03-29 |
Family
ID=58375297
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621008407.XU Active CN206053374U (en) | 2016-08-30 | 2016-08-30 | A kind of positioning instrument of infilled wall tie bar |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206053374U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108385991A (en) * | 2018-01-19 | 2018-08-10 | 滨州学院 | A kind of infilled wall tie bar bar planting positioning construction method and dedicated positioning device |
-
2016
- 2016-08-30 CN CN201621008407.XU patent/CN206053374U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108385991A (en) * | 2018-01-19 | 2018-08-10 | 滨州学院 | A kind of infilled wall tie bar bar planting positioning construction method and dedicated positioning device |
| CN108385991B (en) * | 2018-01-19 | 2023-06-20 | 滨州学院 | Positioning construction method for tie bar planting of filling wall and special positioning device |
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| GR01 | Patent grant |