CN207892255U - A kind of dedicated positioning device - Google Patents
A kind of dedicated positioning device Download PDFInfo
- Publication number
- CN207892255U CN207892255U CN201820090606.2U CN201820090606U CN207892255U CN 207892255 U CN207892255 U CN 207892255U CN 201820090606 U CN201820090606 U CN 201820090606U CN 207892255 U CN207892255 U CN 207892255U
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- CN
- China
- Prior art keywords
- vertical
- positioning
- column
- bar
- tie
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- 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
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Abstract
The utility model is related to the realm of building construction, particularly disclose a kind of dedicated positioning device, it includes positioning vertical column, the positioning vertical column is equipped with the uniformly distributed tie rod hole of two column pitch, the tie rod hole is configured with π type positioning tie bars, the positioning tie bar is made of a cross bar and two vertical poles, the mating coloring cotton-padded covering in free end of the vertical pole.The utility model can guarantee vertical vertical muscle, stirrup position all with infilled wall tie bar not cross-coincidence；While tension rib bar planting optimum position can be quickly and easily found again, the cross-coincidence of tension rib and the vertical vertical muscle and stirrup of main part is avoided, and can be discharged since worker's span is inaccurate, the caused tension rib that lacks a sense of responsibility bends phenomenon.
Description
Technical field
The utility model is related to the realm of building construction, more particularly to a kind of dedicated positioning device.
Background technology
Currently, infilled wall tie bar construction mainly uses following two methods：
（1）The pre-buried method of joint bar：This method is to be punched in template in advance, and the reinforcing bar of certain length is penetrated and tied up from hole
It pricks on main part steel reinforcement cage, main part refers to frame column or shear wall, and to be onstructed finish again will be pre- after form removal
Reinforcement welding spreading is stayed, the disadvantage is that punching has compared with havoc template, cannot preferably be recycled, and form removal compares
Trouble.In addition, it cannot be guaranteed that tension rib position coincide with filling wall mortar joint, drawknot effect is had a greatly reduced quality.
（2）Chemically-planted steel bar method：This method is after main part concrete coagulation hardens form removal in corresponding position
Bar planting, this method can avoid punching template, and construction is simple, so being that current infilled wall tie bar construction is most common
Method.But the disadvantage is that the reinforcing bar in main part is easily encountered in bar planting hole causes useless hole, and traditional bar planting method is to use
Tape measure span setting-out from bottom to top drills, and such speed is slow, influences construction speed.The most serious is often existing due to constructing
The reasons such as field quality control is not tight, and worker lacks a sense of responsibility cause infilled wall tie bar position situations such as offset, bending occur,
Seriously affect the construction quality of filling wall.
Invention content
The utility model provides a kind of suitable for infilled wall tie bar bar planting positioning to make up the defect of the prior art
The dedicated positioning device of construction method.
The utility model is achieved by the following technical solution：
A kind of dedicated positioning device, it is characterized in that：Including positioning vertical column, the positioning vertical column is uniformly distributed equipped with two column pitch
Tie rod hole, the tie rod hole is configured with π type positioning tie bars, and the positioning tie bar is made of a cross bar and two vertical poles, institute
State the mating coloring cotton-padded covering in free end of vertical pole.
The positioning column lower end is in expansion horn shape.
The positioning vertical column is made with light material.
The vertical pole is made by softer fibrous materials.
One sleeve made by softer fibrous materials of every vertical pole end sleeve is connected by connecting rod between two sleeves
It connects.
The construction method of wall tension rib bar planting positioning is filled according to above-mentioned dedicated positioning device, characterized in that packet
Include following steps：
1）The stage is bound in main part steel reinforcement cage, find the specific location that will build filling wall by laying bricks or stones first and carries out mark
Note, in binding work progress, positioning vertical column is taken back and is placed on before main part, is then inserted into the vertical pole of positioning tie bar
In tie rod hole and a distance is stretched out, two free ends of vertical pole are the position of tension rib, then make the free end of vertical pole
Stirrup and vertical muscle position are monitored in real time for tension rib；
2）When finding that stirrup is possible to overlap with tension rib position, the lashing location of stirrup is moved up or down,
Using the tension rib that is staggered as objective；
3）After form removal is hardened in concrete setting, sundries around main part is cleaned, finds assembling reinforcement again
When placement positioning column position, positioning vertical column is then placed on original place, the vertical pole of positioning tie bar is inserted into tie rod hole, is then existed
Cotton-padded covering is coloured in the end sleeve of vertical pole, dips in paint, then pushes cross bar that coloring cotton-padded covering is made to be contacted with main part surface, is contacted
Position just leaves colored spots；From the bottom up successively to each layer drilling point location, the colored spots that main part surface leaves i.e.
For later stage tension rib bar planting most rational position；
4）Steel planting is carried out in main part surface colored spots position.
The case where being aligned with main part edge for filling wall after two vertical poles are inserted into tie rod hole, covers upper bush, will
Two sleeves are inwardly bent into toed-in, and to be staggered, then vertically vertical muscle starts positioning binding stirrup, need replacing again as objective
When position, sleeve is removed, extracts vertical pole out, is inserted into the tie rod hole of last layer, covers upper bush, continues to bind last layer stirrup.
The main part is frame column or shear wall.
The utility model has the beneficial effects that：
The utility model can guarantee vertical vertical muscle, stirrup position all with infilled wall tie bar not cross-coincidence；Simultaneously again
Tension rib bar planting optimum position can be quickly and easily found, the friendship of tension rib and the vertical vertical muscle and stirrup of main part is avoided
Fork overlaps, and can be discharged since worker's span is inaccurate, the caused tension rib that lacks a sense of responsibility bends phenomenon.
Description of the drawings
The utility model will be further described below with reference to the accompanying drawings.
Fig. 1 is the process of binding schematic diagram of the utility model；
Fig. 2 is the coloring process schematic diagram of the utility model；
Fig. 3 is the separate structure schematic diagram of positioning tie bar；
Fig. 4 is the separate structure schematic diagram after solid-section bending.
In figure, 1 positioning vertical column, 2 tie rod holes, 3 cross bars, 4 vertical poles, 5 sleeves, 51 sections, 52 solid-sections, 53 connecting rods, 6
Color cotton set, 7 stirrups, 8 vertically indulge muscle, 9 main parts, 10 colored spots.
Specific implementation mode
Attached drawing is specific embodiment of the utility model.As shown in Figures 1 to 4, this kind of dedicated positioning device, including one fixed
Position column 1, in order to increase stability, 1 lower end of positioning vertical column is to expand horn shape, and nimble in order to carry, positioning vertical column 1 uses light material
It makes, such as timber etc., the uniformly distributed tie rod hole 2 of two column pitch is bored on positioning vertical column 1, be in addition also equipped with an energy and pass through pull rod
The π type positioning tie bars in hole 2, positioning tie bar are made of a cross bar 3 and two vertical poles 4,4 mating sleeves 5 of every vertical pole, set
It is clamped between cylinder 5 and vertical pole 4, sleeve 5 is stuck on vertical pole 4 and cannot fall down, and sleeve 5 is by a cylinder section 51 and a solid-section 52
Composition, solid-section 52 are convenient for bending, are connected by connecting rod 53 between two sleeves 5,5 mating coloring cotton-padded coverings of each sleeve
6, vertical pole 4 and sleeve 5 are all made with softer fibrous materials, solid-section 52 can make it is identical as 4 thickness of vertical pole, in this way be convenient for spirit
It is living to use so that coloring cotton-padded covering 6 can be sleeved in solid-section 52, can be also sleeved on vertical pole 4.
Then start to bind stirrup 7, steps are as follows：
1）The stage is bound in 9 steel reinforcement cage of main part, main part 9 may be frame column, it is also possible to shear wall, first
It finds the specific location that will build filling wall by laying bricks or stones and marks, in binding work progress, positioning vertical column 1 is taken back and is placed on
Then the vertical pole of positioning tie bar 4 is inserted into tie rod hole 2 and is stretched out a distance by 9 front of main part, two of vertical pole 4 are certainly
It is the position of tension rib by end, then stirrup 7 and vertical muscle position is supervised in real time using the free end of vertical pole 4 as tension rib
It surveys；
2）When finding that stirrup 7 is possible to overlap with tension rib position, the lashing location of stirrup 7 is moved upward or downward
It is dynamic, using the tension rib that is staggered as objective；
3）After form removal is hardened in concrete setting, 9 surrounding sundries of main part is cleaned, finds assembling reinforcement again
When placement positioning column 1 position, positioning vertical column 1 is then placed on original place, the vertical pole 4 of positioning tie bar is inserted into tie rod hole 2, is connect
The coloring cotton-padded covering 6 in the end sleeve of vertical pole 4, paint is dipped in, then cross bar 3 is pushed to make coloring cotton-padded covering 6 and 9 surface of main part
Contact, contact position just leave colored spots；Each layer of drilling point location is left on 9 surface of main part successively from the bottom up
Colored spots 10 be later stage tension rib bar planting most rational position；
4）Steel planting is carried out in 9 surface colored spots of main part, 10 position.
In above steps, sleeve 5 can be used, sleeve 5 can not also be used.
The case where being aligned with 9 edge of main part for filling wall after two vertical poles 4 are inserted into tie rod hole 2, covers upper bush
5, the solid-section 52 of two sleeves 5 is inwardly bent into toed-in, or by the 52 inside bending of one of solid-section, to be staggered
Vertically vertical muscle 8 is objective, then starts positioning binding stirrup 7 again, when needing replacing position, sleeve 5 is removed, extracts vertical pole 4 out,
It is inserted into the tie rod hole 2 of last layer, covers upper bush 5, continues to bind last layer stirrup 7；When coloring will coloring cotton-padded covering 6 be sleeved on it is solid
In section 52.
In addition to technical characteristic described in specification, remaining technical characteristic is technology known to those skilled in the art.
Claims (5)
1. a kind of dedicated positioning device, it is characterized in that：Including positioning vertical column（1）, the positioning vertical column（1）It is equipped with two column pitch
Uniformly distributed tie rod hole（2）, the tie rod hole（2）π type positioning tie bars are configured with, the positioning tie bar is by a cross bar（3）With two
Root vertical pole（4）Composition, the vertical pole（4）The mating coloring cotton-padded covering in free end（6）.
2. dedicated positioning device according to claim 1, characterized in that the positioning column lower end is in expansion horn shape.
3. dedicated positioning device according to claim 1, characterized in that the positioning vertical column（1）It is made with light material.
4. dedicated positioning device according to any one of claims 1 to 3, characterized in that the vertical pole（4）By soft fibre
Material is made.
5. dedicated positioning device according to claim 4, characterized in that every vertical pole（4）End sleeve one is by soft fibre
The sleeve that dimension material is made（5）, two sleeves（5）Between pass through connecting rod（53）Connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820090606.2U CN207892255U (en) | 2018-01-19 | 2018-01-19 | A kind of dedicated positioning device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820090606.2U CN207892255U (en) | 2018-01-19 | 2018-01-19 | A kind of dedicated positioning device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207892255U true CN207892255U (en) | 2018-09-21 |
Family
ID=63544636
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820090606.2U Expired - Fee Related CN207892255U (en) | 2018-01-19 | 2018-01-19 | A kind of dedicated positioning device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207892255U (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 |
-
2018
- 2018-01-19 CN CN201820090606.2U patent/CN207892255U/en not_active Expired - Fee Related
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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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: 20180921 Termination date: 20210119 |