CN208795086U - A kind of shear wall, column tie-bar positioning rule - Google Patents

A kind of shear wall, column tie-bar positioning rule Download PDF

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Publication number
CN208795086U
CN208795086U CN201821314150.XU CN201821314150U CN208795086U CN 208795086 U CN208795086 U CN 208795086U CN 201821314150 U CN201821314150 U CN 201821314150U CN 208795086 U CN208795086 U CN 208795086U
Authority
CN
China
Prior art keywords
positioning rule
acromere
internal segment
bar
shear 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.)
Expired - Fee Related
Application number
CN201821314150.XU
Other languages
Chinese (zh)
Inventor
浦绍川
王明聪
唐忠昆
周炳军
施旭升
殷华富
杨绍光
张丹琦
解朝波
罗如刚
徐志
田昌凤
王利
王飞
赵镇华
陈龙
李剑侠
杨超
杨刚杰
比干旭桄
段涛
李猛
熊梓辰
张玉权
田丹丹
刘泽南
邹伟迪
何建华
李志超
许会琼
谭晓航
万永超
王宇
陈海堂
温碧霞
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Yunnan Construction and Investment Holding Group Co Ltd
Original Assignee
Yunnan Construction and Investment Holding Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Yunnan Construction and Investment Holding Group Co Ltd filed Critical Yunnan Construction and Investment Holding Group Co Ltd
Priority to CN201821314150.XU priority Critical patent/CN208795086U/en
Application granted granted Critical
Publication of CN208795086U publication Critical patent/CN208795086U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The purpose of this utility model is to provide a kind of shear walls, column tie-bar positioning rule, the positioning rule includes internal segment positioning rule and acromere positioning rule, acromere positioning rule is hollow structure, internal segment positioning rule is set in acromere positioning rule, setting limits button in the acromere positioning rule, several limit holes are set in internal segment positioning rule, the restriction button, which can be pressed and is caught in limit hole, overlaps internal segment positioning rule mutually with acromere positioning rule, scale is respectively provided in the internal segment positioning rule and acromere positioning rule, the scale value of the two overlap is continuous.The utility model positioning rule is reasonable in design, saves space, is easy to use, when being able to solve shear wall, column tie-bar construction every layer require to mark repeatedly, heavy workload the technical issues of.

Description

A kind of shear wall, column tie-bar positioning rule
Technical field
The utility model belongs to building trade auxiliary tool technology field, and in particular to a kind of shear wall, column tie-bar positioning Ruler.
Background technique
In building index bed or other construction, often the configuration of the reinforcing bar of shear wall and column is the same, every layer of steel Muscle work shear wall, column tie-bar apply man-hour requirement drawn in main reinforcement label as stirrup spacing control standard, but every layer all Will operation repeatedly, heavy workload and it is cumbersome, and construction manager be also required to when audit is checked and accepted to stirrup quantity It counts one by one, heavy workload and is easy error, working efficiency is low.
Utility model content
The purpose of this utility model is to provide a kind of positioning rule, when being able to solve shear wall, column tie-bar construction, every layer all Need to mark repeatedly, heavy workload the technical issues of, while the invention can be with quick and convenient unit in charge of construction project manager, prison Reason unit management personnel quickly check and accept stirrup quantity, improve working efficiency.
To solve the above problems, the utility model provides a kind of shear wall, column tie-bar positioning rule, including internal segment positioning rule and Acromere positioning rule, acromere positioning rule are hollow structure, and internal segment positioning rule is set in acromere positioning rule, in the acromere positioning rule Setting limits button, several limit holes is arranged in internal segment positioning rule, the restriction button, which can be pressed and is caught in limit hole, to be made Internal segment positioning rule is mutually overlapped with acromere positioning rule, is respectively provided with scale in the internal segment positioning rule and acromere positioning rule, the two is taken The scale value of socket part point is continuous.
Limit hole in the internal segment positioning rule is alternatively arranged along internal segment positioning rule longitudinal direction.
The button that limits can be caught in limit hole when pressing, press again then from limit hole as push type spring structure Middle pop-up.
The restriction button is preferably placed at acromere positioning rule top.
The internal segment positioning rule size is less than acromere positioning rule.
The limit hole and restriction button are in the longitudinal central axis line of positioning rule.
The acromere positioning rule is hollow structure inside, longitudinally disposed slider bar inside acromere positioning rule, internal segment positioning The longitudinally disposed sliding slot of corresponding position outside ruler, slider bar can be slided up and down in sliding slot, be slided in sliding slot by slider bar Mode so that internal segment positioning rule can slide up and down in acromere positioning rule.
The quantity of sliding slot described in the utility model is one or two, to slide internal segment positioning rule in acromere positioning rule More stable, the quantity of the sliding slot is preferably twice, and the quantity of the slider bar is corresponding with sliding slot quantity.
For the ease of internal segment positioning rule in acromere positioning rule pull, preferably internal segment positioning rule upper end setting one draw Ring.
The internal segment positioning rule length be less than acromere positioning rule, or both length it is identical.
The closing of acromere positioning rule bottom, prevents internal segment positioning rule from dropping out.
In order to mitigate the weight of positioning rule, internal segment positioning rule is preferably also configured as hollow structure.
The utility model can be adjusted flexibly in this way by the way that several spaced limit holes are arranged in internal segment positioning rule Internal segment positioning rule stretches out the height of acromere positioning rule, to need to obtain the positioning rule of different height according to construction.
Position of the position of each limit hole in internal segment positioning rule selects so that internal segment positioning rule and acromere positioning rule Scale value is continuous.
The utility model positioning rule can be made of materials such as metal, timber, plastics.
The utility model positioning rule when in use, positioning rule is placed on the outside of shear wall or column tie-bar, positioning rule is passed through On scale shear wall, pillar stirrup are positioned and are checked, when shear wall or column tie-bar height are more than that acromere positioning rule is high When spending, by internal segment positioning rule by extracting out from acromere positioning rule, slider bar slides in sliding slot in extraction process, when being retracted to When appropriate height, the restriction button in acromere positioning rule is pressed in the limit hole being stuck in internal segment positioning rule and is fixed.
The utility model has the following beneficial effects:
The utility model positioning rule is designed as telescopic, can according to need and positioning rule height is adjusted flexibly, structure is simple, It is convenient for carrying, is easy to use, production former material, which is easily bought, gathers materials on the spot, and can greatly reduce stirrup in construction and mark positioning repeatedly Labour, while the invention can be with quick and convenient unit in charge of construction project manager, supervisor administrative staff to stirrup quantity It is quickly checked and accepted, improves working efficiency and also greatly promote reinforcement installation efficiency simultaneously and check and accept efficiency.
Detailed description of the invention
Fig. 1 is one of positioning rule schematic perspective view.
Fig. 2 is the two of positioning rule schematic perspective view.
Fig. 3 is positioning rule cross-sectional view.
Fig. 4 is positioning rule usage state diagram.
Wherein, 1- internal segment positioning rule, 2- acromere positioning rule, 3- limit button, 4- limit hole, 5- scale, 6- slider bar, 7- Sliding slot, 8- pull ring, 9- column tie-bar.
Specific embodiment
In order to be easy to understand the technical means, creative features, achievement of purpose, and effectiveness of the utility model, under Further detailed description is made to the technical solution of the utility model in conjunction with attached drawing and specific embodiment in face.
A kind of shear wall as shown in Figs. 1-3, column tie-bar positioning rule, including internal segment positioning rule 1 and acromere positioning rule 2, it is interior It saves 1 size of positioning rule and is less than acromere positioning rule 2, acromere positioning rule 2 is hollow structure inside, and 1 size of internal segment positioning rule is set to In acromere positioning rule 2.
Setting limits button 3, longitudinally disposed several limit holes 4 in internal segment positioning rule 1, these limits in acromere positioning rule The equidistantly interval setting of position hole 4.
Keep internal segment positioning rule 1 and acromere positioning rule 2 mutual limiting button 3 and pressing and be caught in one of limit hole 4 It overlaps, is respectively provided with scale 5 in internal segment positioning rule 1 and acromere positioning rule 2, the scale value of the two overlap is continuous.
The 2 longitudinally disposed slider bar 6 in inside of acromere positioning rule, it is longitudinally disposed in 1 outside corresponding position of internal segment positioning rule Sliding slot 7, slider bar 6 are embedded in sliding slot 7 and 7 can slide up and down along the chute, in such a way that slider bar 6 slides in sliding slot 7, make Obtaining internal segment positioning rule 1 can slide up and down in acromere positioning rule 2.A pull ring 8 is arranged in the upper end of internal segment positioning rule 1, and internal segment is fixed Position ruler 1 is identical as 2 length of acromere positioning rule, and the closing of 2 bottom of acromere positioning rule limits button 3 and is set in acromere positioning rule 2 Top.
In the specific embodiment, the quantity of sliding slot 7 and slider bar 6 is twice, and positioned internal ruler 1 is also configured as hollow Structure.
As shown in figure 4, the utility model positioning rule is when in use, positioning rule is placed in the outer of shear wall or column tie-bar 8 Side is positioned and is checked to shear wall, pillar stirrup by the scale 5 in positioning rule, when shear wall or column tie-bar height are super It is sliding in extraction process by pull ring 8 by internal segment positioning rule 1 by being extracted out from acromere positioning rule 2 when crossing acromere positioning rule height Dynamic item 6 slides in sliding slot 7, when being retracted to appropriate height, the restriction button 3 in acromere positioning rule 2 is pressed and is stuck in internal segment It is fixed in limit hole 4 in positioning rule 1, when use finishes, pressing restriction button 3 again makes it from limit hole 4 Pop-up, internal segment positioning rule 1 slip into 2 hollow structure of acromere positioning rule, reduce so that it be made to store occupied space.

Claims (10)

1. a kind of shear wall, column tie-bar positioning rule, it is characterised in that: including internal segment positioning rule (1) and acromere positioning rule (2), outside Saving positioning rule (2) is hollow structure, and internal segment positioning rule (1) is set in acromere positioning rule (2), on the acromere positioning rule (2) Setting limits button (3), is arranged several limit holes (4) in internal segment positioning rule (1), the restriction button (3) is caught in one of them Overlap internal segment positioning rule (1) and acromere positioning rule (2) mutually, the internal segment positioning rule (1) and acromere positioning Scale (5) are respectively provided on ruler (2).
2. shear wall according to claim 1, column tie-bar positioning rule, it is characterised in that: on the internal segment positioning rule (1) Limit hole (4) is alternatively arranged along internal segment positioning rule (1) longitudinal direction.
3. shear wall according to claim 1, column tie-bar positioning rule, it is characterised in that: internal segment positioning rule (1) and acromere are fixed Scale (5) value of position ruler (2) mutually overlapped part is continuous.
4. shear wall according to claim 1, column tie-bar positioning rule, it is characterised in that: the restriction button (3) is located at outer Save positioning rule (2) top.
5. shear wall according to claim 1, column tie-bar positioning rule, it is characterised in that: the limit hole (4) is pressed with restriction Button (3) is in the longitudinal central axis line of positioning rule.
6. shear wall according to claim 1, column tie-bar positioning rule, it is characterised in that: the acromere positioning rule (2) is internal Longitudinally disposed slider bar (6), external corresponding position setting sliding slot (7) of internal segment positioning rule (1), slider bar (6) are embedded in sliding slot (7) In.
7. shear wall according to claim 6, column tie-bar positioning rule, it is characterised in that: the quantity of the sliding slot (7) is one The quantity of road or twice, the slider bar (6) is identical as sliding slot (7) quantity.
8. shear wall according to claim 7, column tie-bar positioning rule, it is characterised in that: the quantity of the sliding slot (7) is two Road.
9. shear wall according to claim 1 or claim 7, column tie-bar positioning rule, it is characterised in that: in internal segment positioning rule (1) A pull ring (8) are arranged in upper end.
10. shear wall according to claim 1, column tie-bar positioning rule, it is characterised in that: the internal segment positioning rule (1) is long Degree is less than or equal to acromere positioning rule (2) length.
CN201821314150.XU 2018-08-15 2018-08-15 A kind of shear wall, column tie-bar positioning rule Expired - Fee Related CN208795086U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821314150.XU CN208795086U (en) 2018-08-15 2018-08-15 A kind of shear wall, column tie-bar positioning rule

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821314150.XU CN208795086U (en) 2018-08-15 2018-08-15 A kind of shear wall, column tie-bar positioning rule

Publications (1)

Publication Number Publication Date
CN208795086U true CN208795086U (en) 2019-04-26

Family

ID=66205598

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821314150.XU Expired - Fee Related CN208795086U (en) 2018-08-15 2018-08-15 A kind of shear wall, column tie-bar positioning rule

Country Status (1)

Country Link
CN (1) CN208795086U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110243262A (en) * 2019-07-22 2019-09-17 中铁大桥局集团有限公司 A kind of reinforcing bar binding spacing card carpenters square
CN111189378A (en) * 2020-01-09 2020-05-22 中国华冶科工集团有限公司 Device and method for measuring and positioning bar planting hole

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110243262A (en) * 2019-07-22 2019-09-17 中铁大桥局集团有限公司 A kind of reinforcing bar binding spacing card carpenters square
CN111189378A (en) * 2020-01-09 2020-05-22 中国华冶科工集团有限公司 Device and method for measuring and positioning bar planting hole

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Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20190426

Termination date: 20210815

CF01 Termination of patent right due to non-payment of annual fee