CN209907967U - Tool for controlling main reinforcement spacing of cast-in-place pile reinforcement cage - Google Patents

Tool for controlling main reinforcement spacing of cast-in-place pile reinforcement cage Download PDF

Info

Publication number
CN209907967U
CN209907967U CN201920686194.3U CN201920686194U CN209907967U CN 209907967 U CN209907967 U CN 209907967U CN 201920686194 U CN201920686194 U CN 201920686194U CN 209907967 U CN209907967 U CN 209907967U
Authority
CN
China
Prior art keywords
horizontal pole
fixed orifices
connecting rod
tool
fixing hole
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
CN201920686194.3U
Other languages
Chinese (zh)
Inventor
张华魁
苏建建
陈硕
周州
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.)
Shanghai Baoye Group Corp Ltd
Original Assignee
Shanghai Baoye Group Corp 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 Shanghai Baoye Group Corp Ltd filed Critical Shanghai Baoye Group Corp Ltd
Priority to CN201920686194.3U priority Critical patent/CN209907967U/en
Application granted granted Critical
Publication of CN209907967U publication Critical patent/CN209907967U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

The utility model discloses a tool for controlling the spacing between the main bars of the reinforcement cage of a cast-in-place pile, which comprises a first cross bar and a second cross bar which are positioned in the horizontal direction and movably connected with the two ends of the connecting bar, wherein the first cross bar and the second cross bar can move left and right along the horizontal direction on the connecting bar, a first vertical bar along the vertical direction is arranged on the first cross bar, a third cross bar along the horizontal direction is arranged at the top of the first vertical bar, and a second vertical bar along the vertical direction is arranged on the second cross bar, the structure of the tool is simple, the arrangement of the first cross bar, the second cross bar and the connecting bar is convenient to adjust according to the spacing between the main bars, the use is flexible and convenient, the arrangement of scale values is convenient to accurately adjust the spacing between the first vertical bar and the second vertical bar, the construction quality of the spacing between the main bars of the reinforcement cage of the cast-in-place pile, construction is convenient, work efficiency is improved, and construction period is saved.

Description

Tool for controlling main reinforcement spacing of cast-in-place pile reinforcement cage
Technical Field
The utility model relates to a building engineering technical field, concretely relates to an instrument for controlling bored concrete pile steel reinforcement cage owner muscle interval.
Background
With the development of society and technological progress, buildings are the main marks of cities, cast-in-place piles are generally applied to underground foundations of house buildings in the building construction process, and the quality of the cast-in-place piles is directly influenced by the manufacturing quality of reinforcement cages. How to ensure the quality of the cast-in-place pile reinforcement cage becomes an important technology, the traditional cast-in-place pile reinforcement cage manufacturing uses a stone pen to uniformly mark the reinforcement, and then workers hold the main reinforcement to weld the main reinforcement and the reinforcing ribs. The construction method has the following disadvantages: inaccurate when the reinforcing bar is positioned, easily causes the inconsistent phenomenon of interval between the adjacent main muscle to workman intensity of labour is high when the construction, and operating procedure is loaded down with trivial details, processing steel reinforcement cage inefficiency.
Therefore, how to accurately position the main reinforcement is a problem that needs to be solved urgently.
Disclosure of Invention
In order to solve the problems existing in the prior art, the utility model provides a simple structure, convenient to use's an instrument for controlling bored concrete pile steel reinforcement cage owner muscle interval.
The purpose of the utility model is realized like this:
the utility model provides a instrument for controlling bored concrete pile steel reinforcement cage owner muscle interval, including be located the horizontal direction connecting rod, with connecting rod both ends swing joint's first horizontal pole and second horizontal pole, first horizontal pole and second horizontal pole are in can follow the horizontal direction on the connecting rod and remove, be equipped with the first montant along vertical direction on the first horizontal pole, the top of first montant is equipped with the third horizontal pole along the horizontal direction, be equipped with the second montant along vertical direction on the second horizontal pole.
The top of connecting rod is equipped with the recess, first horizontal pole with the second horizontal pole is located in the recess and along the length direction of recess moves about.
The front side at both ends is equipped with first fixed orifices and second fixed orifices respectively about the connecting rod, be equipped with a plurality of third fixed orifices on the first horizontal pole, be equipped with a plurality of fourth fixed orifices on the second horizontal pole, the diameter of first fixed orifices, second fixed orifices, third fixed orifices and fourth fixed orifices is the same.
The first fixing hole and the second fixing hole penetrate through the front side face and the rear side face of the connecting rod, and the length directions of the first fixing hole and the second fixing hole are consistent in the length direction of the connecting rod.
The third fixed orifices run through the leading flank and the trailing flank of first horizontal pole, the third fixed orifices be the horizontal direction with the length direction of first horizontal pole is perpendicular, the third fixed orifices is in the length direction of first horizontal pole evenly sets up.
The fourth fixed orifices run through the leading flank and the trailing flank of second horizontal pole, the fourth fixed orifices be the horizontal direction and with the length direction of second horizontal pole is perpendicular, the fourth fixed orifices is in the length direction of second horizontal pole evenly sets up.
And scale values are arranged on the first cross rod, the second cross rod and the connecting rod.
Has the positive and beneficial effects that: the utility model discloses simple structure, the setting of first horizontal pole, second horizontal pole and connecting rod is convenient for adjust according to the distance between the main muscle, and it is nimble convenient to use, and the setting of scale interval promotes bored concrete pile steel reinforcement cage main muscle interval construction quality, has promoted the quality, has saved the cost, and construction convenience improves work efficiency, has practiced thrift the time limit for a project.
Drawings
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic structural view of the connecting rod of the present invention;
FIG. 3 is a left side view of FIG. 2;
in the figure, the following steps are carried out: first horizontal pole 1, connecting rod 2, second horizontal pole 3, first montant 4, second horizontal pole 5, second montant 6, first fixed orifices 7, second fixed orifices 8, third fixed orifices 9, fourth fixed orifices 10, recess 11, first main muscle 12, second main muscle 13.
Detailed Description
The present invention will be further explained with reference to the accompanying drawings.
As shown in fig. 1 to 3, a tool for controlling the distance between the main bars of a bored concrete pile reinforcement cage comprises a connecting rod 2 located in the horizontal direction, and a first cross rod 1 and a second cross rod 3 movably connected to both ends of the connecting rod 2, wherein the first cross rod 1 and the second cross rod 2 are both located in the horizontal direction, the first cross rod 1 and the second cross rod 3 can move left and right on the connecting rod 2 along the horizontal direction, a groove 11 is formed in the top of the connecting rod 2, the groove 11 is formed along the length direction of the connecting rod 2, the opening of the groove 11 is upward, a first vertical rod 4 is arranged on the first cross rod 1 along the vertical direction, a third cross rod 5 is arranged on the top of the first vertical rod 4 along the horizontal direction, the bottom of the first vertical rod 4 is welded to the upper surface of the first cross rod 4, the left end surface of the third cross rod 5 is welded to the top of the first vertical rod 4, a second vertical rod 6 is arranged on the second cross rod, second montant 6 bottom and second horizontal pole 3's upper surface welding, first horizontal pole 1 with second horizontal pole 3 is located just follow in the recess 11 the length direction of recess 11 removes, is convenient for adjust the distance between first montant 4 and the second montant 6, even is applicable to the distance between the different main muscle, and application range is wide, all be equipped with scale interval on first horizontal pole 1, second horizontal pole 3 and the connecting rod 2, be convenient for read the distance between first montant 4 and the second montant 6, the distance between quick regulation first montant 4 and the second montant 6, make it accurate with the distance location between the two main muscle, convenient operation.
The front side surfaces of the left end and the right end of the connecting rod 2 are respectively provided with a first fixing hole 7 and a second fixing hole 8, the first fixing hole 7 and the second fixing hole 8 are respectively provided with one, the first fixing hole 7 and the second fixing hole 8 are slotted holes, the first cross rod 1 is provided with a plurality of third fixing holes 9, the third fixing holes 9 are sequentially and uniformly arranged from the left end to the right end of the first cross rod 1, the distance between the central axes of two adjacent third fixing holes 9 in the horizontal direction is the diameter of the third fixing hole 9, the second cross rod 3 is provided with a plurality of fourth fixing holes 10, the fourth fixing holes 10 are sequentially and uniformly arranged from the right end to the left end of the second cross rod, the distance between the central axes of two adjacent fourth fixing holes 10 is the diameter of the fourth fixing hole 10, the diameters of the third fixing hole 9 and the fourth fixing hole 10 are the same, the vertical heights of the first fixing hole 7 and the second fixing hole 8 are the same as the diameters of the third fixing hole 9 and the fourth fixing hole 10, the first fixing hole 7 and the second fixing hole 8 both penetrate through the front side surface and the rear side surface of the connecting rod 2, the length directions of the first fixing hole 7 and the second fixing hole 8 are consistent with the length direction of the connecting rod 2, the length of the first fixing hole 7 in the left-right direction is one third of the length of the connecting plate 2, the length of the second fixing hole 8 in the left-right direction is one third of the length of the connecting plate 2, the third fixing hole 9 penetrates through the front side surface and the rear side surface of the first cross rod 1, the third fixing hole 9 is vertical to the length direction of the first cross rod 1 in the horizontal direction, the third fixing holes 9 are uniformly arranged in the length direction of the first cross rod 1, the fourth fixing hole 10 penetrates through the front side surface and the rear side surface of the second cross rod 3, the fourth fixing hole 10 is horizontal and vertical to the length direction of the second cross rod 3, the fourth fixing holes 10 are uniformly formed in the length direction of the second cross rod 3, threads are arranged on the inner surfaces of the third fixing holes 9 and the fourth fixing holes 10, the first fixing holes 7 and the third fixing holes 9 are located at the same horizontal height, and the second fixing holes 8 and the fourth fixing holes 10 are located at the same horizontal height.
When the device is required to be used, the first cross rod 1 and the second cross rod 2 are adjusted to slide left and right in the groove 11 according to the size of the distance between the main ribs, so that the distance between the first vertical rod 4 and the second vertical rod 6 is the size of the distance between the main ribs, then a first bolt penetrates through the first fixing hole and the third fixing hole, the front end and the rear end of the first bolt are fixed by nuts, the left end of the first cross rod 1 is fixed with the right end of the connecting rod 2, a second bolt penetrates through the second fixing hole and the fourth fixing hole, the front end and the rear end of the second bolt are fixed by nuts, the right end of the second cross rod is fixed with the left end of the connecting rod 2, the first main rib 12 is placed on the right side of the first vertical rod and below the third cross rod 5, the first main rib 12 is welded with the reinforcing stirrup, then the second main rib 13 is placed on the left side of the second vertical rod 6, the second main rib is welded with the reinforcing stirrup, after the welding is finished, the device is, the welding of the main reinforcement and the reinforcement stirrup is completed by using the device in sequence.
The utility model discloses simple structure, the setting of first horizontal pole, second horizontal pole and connecting rod is convenient for adjust according to the distance between the main muscle, and it is nimble convenient to use, and the setting of scale interval promotes bored concrete pile steel reinforcement cage main muscle interval construction quality, has promoted the quality, has saved the cost, and construction convenience improves work efficiency, has practiced thrift the time limit for a project.

Claims (7)

1. A tool for controlling the spacing between cage bars of a bored concrete pile, comprising: including being located the horizontal direction connecting rod, with connecting rod both ends swing joint's first horizontal pole and second horizontal pole, first horizontal pole and second horizontal pole are in can follow the horizontal direction on the connecting rod and remove, be equipped with the first montant along vertical direction on the first horizontal pole, the top of first montant is equipped with the third horizontal pole along the horizontal direction, be equipped with the second montant along vertical direction on the second horizontal pole.
2. A tool for controlling the pitch of the cage bars of a pile reinforcement according to claim 1, wherein: the top of connecting rod is equipped with the recess, first horizontal pole with the second horizontal pole is located in the recess and along the length direction of recess moves about.
3. A tool for controlling the pitch of the cage bars of a pile reinforcement according to claim 1, wherein: the front side of connecting rod is equipped with first fixed orifices and second fixed orifices respectively, be equipped with a plurality of third fixed orifices on the first horizontal pole, be equipped with a plurality of fourth fixed orifices on the second horizontal pole, the diameter of third fixed orifices and fourth fixed orifices is the same.
4. A tool for controlling the pitch of the cage bars of a pile cage according to claim 3, wherein: the first fixing hole and the second fixing hole penetrate through the front side face and the rear side face of the connecting rod, and the length directions of the first fixing hole and the second fixing hole are consistent in the length direction of the connecting rod.
5. A tool for controlling the pitch of the cage bars of a pile cage according to claim 3, wherein: the third fixed orifices run through the leading flank and the trailing flank of first horizontal pole, the third fixed orifices be the horizontal direction with the length direction of first horizontal pole is perpendicular, the third fixed orifices is in the length direction of first horizontal pole evenly sets up.
6. A tool for controlling the pitch of the cage bars of a pile cage according to claim 3, wherein: the fourth fixed orifices run through the leading flank and the trailing flank of second horizontal pole, the fourth fixed orifices be the horizontal direction and with the length direction of second horizontal pole is perpendicular, the fourth fixed orifices is in the length direction of second horizontal pole evenly sets up.
7. A tool for controlling the pitch of the cage bars of a pile cage according to claim 3, wherein: and scale values are arranged on the first cross rod, the second cross rod and the connecting rod.
CN201920686194.3U 2019-05-14 2019-05-14 Tool for controlling main reinforcement spacing of cast-in-place pile reinforcement cage Expired - Fee Related CN209907967U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920686194.3U CN209907967U (en) 2019-05-14 2019-05-14 Tool for controlling main reinforcement spacing of cast-in-place pile reinforcement cage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920686194.3U CN209907967U (en) 2019-05-14 2019-05-14 Tool for controlling main reinforcement spacing of cast-in-place pile reinforcement cage

Publications (1)

Publication Number Publication Date
CN209907967U true CN209907967U (en) 2020-01-07

Family

ID=69048043

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920686194.3U Expired - Fee Related CN209907967U (en) 2019-05-14 2019-05-14 Tool for controlling main reinforcement spacing of cast-in-place pile reinforcement cage

Country Status (1)

Country Link
CN (1) CN209907967U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111889861A (en) * 2020-08-04 2020-11-06 新昌县南明街道益华机械厂 Welding arm device of reinforcement cage seam welder

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111889861A (en) * 2020-08-04 2020-11-06 新昌县南明街道益华机械厂 Welding arm device of reinforcement cage seam welder
CN111889861B (en) * 2020-08-04 2021-06-08 承德连利水泥制品有限公司 Welding arm device of reinforcement cage seam welder

Similar Documents

Publication Publication Date Title
CN108380796B (en) Stirrup positioning device and reinforcement cage forming assembly machine
CN209907967U (en) Tool for controlling main reinforcement spacing of cast-in-place pile reinforcement cage
CN111395344A (en) Reusable secant pile positioning device and construction method
CN211775715U (en) Wall post template positioner
CN210946814U (en) Device for detecting cast-in-place pile concrete pouring height
CN215639208U (en) Tool for measuring spacing between main reinforcements of reinforcement cage
CN114045856B (en) Photovoltaic power station integrated piling and drilling mechanism and construction method
CN211171938U (en) Quick distance instrument of stake owner muscle
CN211817000U (en) Constructional column steel bar positioning mechanism
CN215594160U (en) Auxiliary device for bar planting construction of concrete surface of fan foundation
CN209025461U (en) A kind of Assembled universal reinforcing bar positioning tool
CN217000504U (en) Adjustable steel reinforcement cage spacing locator
CN204023579U (en) A kind of contrary sequence method post joint bar tool rack
CN206034428U (en) SMW worker method stake shaped steel positioning die
CN102979458A (en) Rock wall beam oblique surface smooth blasting punching guiding and positioning device
CN209837715U (en) Reinforcing steel bar butt-joint bending device
CN218969985U (en) SMW construction method pile section steel positioning device
CN111206724A (en) Manufacturing method of stirrup spacing control rod for steel bar binding
CN206815855U (en) Floor concrete placings gage controller
CN220575089U (en) Positioning device for reinforcement cage
CN210552192U (en) Floor bar planting drilling device
CN218541642U (en) Tie piece installation auxiliary device for masonry structure reinforcement
CN218779955U (en) Positioning device for ensuring fixed distance and horizontal of double holes of template
CN215167227U (en) Embedded sleeve steel bar positioning device for vertical member of assembled building conversion layer
CN217480164U (en) Axial positioning device suitable for anchoring glass fiber anchor rod in drilling hole

Legal Events

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: 20200107

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