CN213925893U - Jig frame and pier stud construction device - Google Patents
Jig frame and pier stud construction device Download PDFInfo
- Publication number
- CN213925893U CN213925893U CN202022891105.4U CN202022891105U CN213925893U CN 213925893 U CN213925893 U CN 213925893U CN 202022891105 U CN202022891105 U CN 202022891105U CN 213925893 U CN213925893 U CN 213925893U
- Authority
- CN
- China
- Prior art keywords
- horizontal
- vertical
- jig frame
- bracket
- longitudinal beam
- 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.)
- Active
Links
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model provides a jig frame and pier stud construction device, relating to the technical field of building engineering, wherein the jig frame comprises a horizontal bracket and a vertical bracket; the horizontal bracket is fixedly connected with the vertical bracket; a plurality of first grooves are formed in the top wall of the horizontal support at intervals along the length direction of the horizontal support; along the length direction of vertical support, the interval is equipped with a plurality of second recesses on the lateral wall of vertical support orientation horizontal support. When ligature pier stud reinforcing bar, fix horizontal circle muscle in first recess in proper order, fix vertical circle muscle in the second recess in proper order, carry out the ligature by the manual work again, can fix a position horizontal circle muscle and vertical circle muscle well, the construction precision is higher. And can utilize the bed-jig to tie up the pier stud reinforcing bar, go the site operation again, can improve the efficiency of site operation, reduce safe risk.
Description
Technical Field
The utility model belongs to the technical field of the building engineering technique and specifically relates to a bed-jig and pier stud construction equipment is related to.
Background
At present, municipal bridge engineering pier stud reinforcing bars are all bound on site, and the ring reinforcing bars, the vertical reinforcing bars and the transverse reinforcing bars are manually bound after being arranged at preset positions on site.
However, the work efficiency of the mode is low, the requirement on the field is strict, the field binding has great safety risk, and the construction precision is difficult to guarantee.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a bed-jig to solve the inconvenient technical problem of pier stud reinforcing bar construction among the prior art.
The utility model provides a jig frame, which comprises a horizontal bracket and a vertical bracket; the horizontal bracket is fixedly connected with the vertical bracket;
a plurality of first grooves are formed in the top wall of the horizontal support at intervals along the length direction of the horizontal support;
along the length direction of vertical support, the interval is equipped with a plurality of second recesses on the lateral wall of vertical support orientation horizontal support.
Further, the horizontal bracket comprises a first longitudinal beam, a second longitudinal beam and a cross beam;
the first longitudinal beam and the second longitudinal beam are arranged in parallel at intervals and fixedly connected through a cross beam;
along the length direction of horizontal support, all be equipped with a plurality of first recesses at the interval on the roof of first longeron and second longeron.
Furthermore, the number of the cross beams is multiple, and the cross beams are arranged at intervals along the length direction of the horizontal support.
Further, the horizontal support further comprises a plurality of first stiffeners;
the extending direction of the first reinforcing parts is parallel to the extending direction of the first longitudinal beam, the first reinforcing parts are arranged between the first longitudinal beam and the second longitudinal beam at intervals, and the first reinforcing parts are fixedly connected with the cross beam.
Further, the first reinforcing member is a channel steel.
Further, the vertical support comprises a plurality of uprights;
along the length direction of the horizontal support, a plurality of upright columns are arranged at intervals, and each upright column is fixedly connected with the horizontal support;
the top of stand is equipped with the baffle, on the lateral wall of baffle go to the lateral wall of horizontal stand on the interval be equipped with a plurality of second recesses.
Further, the baffle and the stand are arranged in an inclined mode, and one side, far away from the stand, of the baffle inclines downwards.
Further, the vertical support further comprises a plurality of second stiffeners;
the extending direction of the second reinforcing pieces is perpendicular to the extending direction of the upright columns, and each second reinforcing piece is fixedly connected with the upright columns.
Further, the second reinforcing member is a channel steel.
An object of the utility model is to provide a pier stud construction equipment still, include the utility model provides a bed-jig.
The utility model provides a jig frame, which comprises a horizontal bracket and a vertical bracket; the horizontal bracket is fixedly connected with the vertical bracket; a plurality of first grooves are formed in the top wall of the horizontal support at intervals along the length direction of the horizontal support; along the length direction of vertical support, the interval is equipped with a plurality of second recesses on the lateral wall of vertical support orientation horizontal support. When ligature pier stud reinforcing bar, fix horizontal circle muscle in first recess in proper order, fix vertical circle muscle in the second recess in proper order, carry out the ligature by the manual work again, can fix a position horizontal circle muscle and vertical circle muscle well, the construction precision is higher. And can utilize the bed-jig to tie up the pier stud reinforcing bar, go the site operation again, can improve the efficiency of site operation, reduce safe risk.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the embodiments or the technical solutions in the prior art will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic structural diagram of a tire frame provided in an embodiment of the present invention.
Icon: 1-a horizontal support; 11-a first stringer; 12-a second stringer; 13-a cross beam; 14-a first groove; 15-a first stiffener; 2-a vertical support; 21-upright column; 22-a baffle; 23-a second groove; 24-a second stiffener.
Detailed Description
The technical solution of the present invention will be described in detail and initially with reference to the accompanying drawings, and it is obvious that the described embodiments are some, but not all embodiments of the present invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
The utility model provides a bed-jig and pier stud construction equipment, it is right to give a plurality of embodiments below the utility model provides a bed-jig and pier stud construction equipment carry out detailed description.
Example 1
The jig frame provided by the embodiment, as shown in fig. 1, includes a horizontal bracket 1 and a vertical bracket 2; the horizontal bracket 1 is fixedly connected with the vertical bracket 2; along the length direction of the horizontal bracket 1, a plurality of first grooves 14 are arranged on the top wall of the horizontal bracket 1 at intervals; along the length direction of the vertical support 2, a plurality of second grooves 23 are arranged on the side wall of the vertical support 2 facing the horizontal support 1 at intervals.
Wherein, the length direction of the horizontal bracket 1 and the length direction of the vertical bracket 2 are arranged in parallel.
When ligature pier stud reinforcing bar, set up a horizontal circle muscle in every first recess 14, set up a vertical circle muscle in every second recess 23, can fix a position a plurality of horizontal circle muscle and vertical circle muscle on suitable position promptly, carry out the ligature by the manual work again, can fix a position horizontal circle muscle and vertical circle muscle well, make the construction precision of ligature higher. And can utilize the bed-jig to tie up the pier stud reinforcing bar, transport again and go the site operation, can improve the efficiency of site operation, reduce safe risk.
Further, the horizontal bracket 1 includes a first longitudinal beam 11, a second longitudinal beam 12, and a cross beam 13; the first longitudinal beam 11 and the second longitudinal beam 12 are arranged in parallel at intervals, and the first longitudinal beam 11 and the second longitudinal beam 12 are fixedly connected through a cross beam 13; along the length direction of the horizontal bracket 1, a plurality of first grooves 14 are arranged on the top walls of the first longitudinal beam 11 and the second longitudinal beam 12 at intervals.
Wherein, the axial direction of the first longitudinal beam 11 and the second longitudinal beam 12 is parallel to the length direction of the horizontal bracket 1.
The first grooves 14 on the first longitudinal beam 11 and the first grooves 14 on the second longitudinal beam 12 are arranged in a one-to-one correspondence manner, one end of each transverse loop rib is arranged in the first groove 14 of the first longitudinal beam 11, and the other end of each transverse loop rib is arranged in the first groove 14 of the second longitudinal beam 12.
Further, there are a plurality of cross members 13, and the plurality of cross members 13 are provided at intervals along the longitudinal direction of the horizontal bracket 1.
The axial direction of crossbeam 13 and the axial mutually perpendicular of first longeron 11 set up a plurality of crossbeams 13 and can strengthen the joint strength between first longeron 11 and the second longeron 12, make the intensity of horizontal bracket 1 higher, more firm.
Further, the horizontal support 1 also comprises a plurality of first stiffeners 15; the extending direction of the first reinforcing member 15 is parallel to the extending direction of the first longitudinal beam 11, the plurality of first reinforcing members 15 are arranged between the first longitudinal beam 11 and the second longitudinal beam 12 at intervals, and the first reinforcing member 15 is fixedly connected with the cross beam 13.
The plurality of first reinforcing members 15 can increase the strength of the horizontal bracket 1, so that the whole jig frame is more stable.
And when the transverse ring rib is arranged on the first longitudinal beam 11 and the second longitudinal beam 12, the transverse ring rib can be contacted with the first reinforcing part 15, and the first reinforcing part 15 can play a role in leveling the transverse ring rib.
The first reinforcing member 15 may be a channel steel, a steel plate, or any other suitable form.
Further, the vertical support 2 comprises a plurality of uprights 21; along the length direction of the horizontal bracket 1, a plurality of upright posts 21 are arranged at intervals, and each upright post 21 is fixedly connected with the horizontal bracket 1; the top of the upright post 21 is provided with a baffle 22, and the side wall of the baffle 22 facing the horizontal bracket 1 is provided with a plurality of second grooves 23 at intervals.
Wherein, the equal vertical setting of every stand 21, baffle 22 set up at the top of stand 21, are located the top of first longeron 11 and second longeron 12, and baffle 22 is equipped with a plurality of second recesses 23 towards the interval on the lateral wall of second longeron 12, can set up a vertical circle muscle in every second recess 23.
Further, the baffle 22 is obliquely arranged with the upright 21, and the side of the baffle 22 away from the upright 21 is obliquely downward. Can make vertical circle muscle stretch into second recess 23 better in, make vertical circle muscle can be fixed a position by steadily.
Further, the vertical support 2 also comprises a plurality of second stiffeners 24; the extending direction of the second reinforcing members 24 is perpendicular to the extending direction of the pillars 21, and each second reinforcing member 24 is fixedly connected to a plurality of pillars 21.
The second reinforcement 24 can reinforce the strength of the vertical support 2, thereby reinforcing the overall strength of the jig frame.
Further, the second reinforcement 24 may be a channel steel, or may have any suitable form such as a steel plate.
Wherein, set up the horizontal circle muscle of one deck on horizontal bracket 1, when needs set up horizontal circle muscle again in this layer top, can place horizontal circle muscle on second reinforcement 24 to the horizontal circle muscle of upper strata refers to the horizontal circle muscle of lower floor and fixes a position can.
In addition, set up one row of vertical circle muscle on vertical support 2, when vertical circle muscle is set up again in one side that vertical support 2 was kept away from to this row of vertical circle muscle, vertical circle muscle can set up on first reinforcement 15 to can fix a position with reference to the vertical circle muscle that is located on vertical support 2.
The bed-jig that this embodiment provided, during the ligature pier stud reinforcing bar, fix horizontal circle muscle in first recess 14 in proper order, fix vertical circle muscle in second recess 23 in proper order, carry out the ligature by the manual work again, can fix a position horizontal circle muscle and vertical circle muscle well, the construction precision is higher. And can utilize the bed-jig to tie up the pier stud reinforcing bar, go the site operation again, can improve the efficiency of site operation, reduce safe risk.
Example 2
The pier stud construction device provided by the embodiment comprises the jig frame provided by the embodiment 1.
When ligature pier stud reinforcing bar, fix horizontal circle muscle in first recess 14 in proper order, fix vertical circle muscle in second recess 23 in proper order, carry out the ligature by the manual work again, can fix a position horizontal circle muscle and vertical circle muscle well, the construction precision is higher. And can utilize the bed-jig to tie up the pier stud reinforcing bar, go the site operation again, can improve the efficiency of site operation, reduce safe risk.
Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit the same; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some or all of the technical features may be equivalently replaced; such modifications and substitutions do not depart from the spirit and scope of the present invention.
Claims (10)
1. The jig frame is characterized by comprising a horizontal bracket and a vertical bracket; the horizontal bracket is fixedly connected with the vertical bracket;
a plurality of first grooves are formed in the top wall of the horizontal support at intervals along the length direction of the horizontal support;
along the length direction of vertical support, the interval is equipped with a plurality of second recesses on the lateral wall of vertical support orientation horizontal support.
2. The bed jig of claim 1, wherein the horizontal support comprises a first longitudinal beam, a second longitudinal beam, and a cross beam;
the first longitudinal beam and the second longitudinal beam are arranged in parallel at intervals and fixedly connected through a cross beam;
along the length direction of horizontal support, all be equipped with a plurality of first recesses at the interval on the roof of first longeron and second longeron.
3. The jig frame as claimed in claim 2, wherein the cross member is plural, and plural cross members are provided at intervals along a length direction of the horizontal support.
4. The bed frame of claim 3, wherein the horizontal support further comprises a plurality of first stiffeners;
the extending direction of the first reinforcing parts is parallel to the extending direction of the first longitudinal beam, the first reinforcing parts are arranged between the first longitudinal beam and the second longitudinal beam at intervals, and the first reinforcing parts are fixedly connected with the cross beam.
5. The jig frame of claim 4, wherein the first reinforcement is a channel steel.
6. The jig frame of claim 1, wherein the vertical support comprises a plurality of uprights;
along the length direction of the horizontal support, a plurality of upright columns are arranged at intervals, and each upright column is fixedly connected with the horizontal support;
the top of stand is equipped with the baffle, on the lateral wall of baffle go to the lateral wall of horizontal stand on the interval be equipped with a plurality of second recesses.
7. The jig frame of claim 6, wherein the baffle is disposed obliquely to the upright, the side of the baffle remote from the upright being inclined downwardly.
8. The jig frame of claim 6, wherein the vertical support further comprises a plurality of second stiffeners;
the extending direction of the second reinforcing pieces is perpendicular to the extending direction of the upright columns, and each second reinforcing piece is fixedly connected with the upright columns.
9. The jig frame of claim 8, wherein the second reinforcement is a channel steel.
10. A pier construction device comprising the jig frame according to any one of claims 1 to 9.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202022891105.4U CN213925893U (en) | 2020-12-02 | 2020-12-02 | Jig frame and pier stud construction device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202022891105.4U CN213925893U (en) | 2020-12-02 | 2020-12-02 | Jig frame and pier stud construction device |
Publications (1)
Publication Number | Publication Date |
---|---|
CN213925893U true CN213925893U (en) | 2021-08-10 |
Family
ID=77148808
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202022891105.4U Active CN213925893U (en) | 2020-12-02 | 2020-12-02 | Jig frame and pier stud construction device |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN213925893U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113650155A (en) * | 2021-09-02 | 2021-11-16 | 中交路桥华东工程有限公司 | Steel bar binding mould and steel bar binding construction method |
-
2020
- 2020-12-02 CN CN202022891105.4U patent/CN213925893U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113650155A (en) * | 2021-09-02 | 2021-11-16 | 中交路桥华东工程有限公司 | Steel bar binding mould and steel bar binding construction method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN104264895A (en) | Prestressed concrete F slab and frame structure system | |
CN213925893U (en) | Jig frame and pier stud construction device | |
CN115627697A (en) | Multifunctional bearing platform support system and construction method | |
CN114059758A (en) | Assembled double-layer integral elevator shaft platform | |
CN109469083B (en) | Foundation beam reinforcement cage assembling system and construction method thereof | |
US20140284141A1 (en) | Traveller for the construction of engineering works | |
CN109098441B (en) | H-shaped steel jig frame | |
CN215101546U (en) | Chinese ancient architecture pavilion maintenance and roof lifting device | |
CN102587649B (en) | Template profiled bar supporting system of high and large cantilever structure | |
CN102505859B (en) | Method for parallelly welding longitudinal reinforcing steel ribs of profile steel concrete columns on beams of transfer floor | |
CN213233106U (en) | Arch ring support | |
CN107386683A (en) | A kind of frame structure flooring super large amplitude carries the reinforcement means and ruggedized construction of load | |
CN210370010U (en) | Truss-like boot foot for lattice support | |
CN104988943A (en) | Ultra-thick and ultra-large reinforced support of concrete foundation pressure-resistant plate and binding method thereof | |
CN214613616U (en) | Small longitudinal beam mounting platform | |
CN104775540A (en) | Reinforced concrete frame column load converter | |
CN218643330U (en) | Steel-pipe pile is inserted and is beaten construction platform | |
CN212926978U (en) | Formwork device for ultrahigh hollow frame beam | |
CN216551595U (en) | Pier stud reinforcement is as industry platform | |
CN105735137B (en) | A kind of bridge pier column reinforcement installation crosshead | |
CN216194113U (en) | Walking type pushing construction device for large height difference | |
CN217325016U (en) | Movable reinforcement protection canopy | |
CN219732766U (en) | Large-span beam string formwork supporting structure | |
CN219157432U (en) | Cantilever type bent cap reinforcing bar ligature support | |
CN212917439U (en) | Rack for binding steel reinforcement framework on top plate of prefabricated box girder |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |