CN210767215U

CN210767215U - Novel bracket support beside pier

Info

Publication number: CN210767215U
Application number: CN201921572501.1U
Authority: CN
Inventors: 杨涛春; 耿海帅
Original assignee: Shandong Zhongjian Road And Bridge Technology Co ltd
Current assignee: Shandong Zhongjian Road And Bridge Technology Co ltd
Priority date: 2019-09-20
Filing date: 2019-09-20
Publication date: 2020-06-16
Anticipated expiration: 2029-09-20

Abstract

The utility model relates to a new-type other bracket support of mound, including the support body, connecting portion are extended to the up end of support body, and the portion of inserting is extended to one side of support body, and the supporting part is extended to the lower terminal surface of support body, it has the fixed orifices that a plurality of runs through along the extending direction of portion of inserting to open on the support body, connecting portion include two connection lugs, and it has the connecting hole that passes two connection lugs to open on the connecting portion, inserts the portion of inserting in the concrete pier stud to pass the screw-thread steel fixed orifices and concrete pier stud, and both ends are fixed through the nut, thereby fix support body and concrete pier stud, and the connecting portion of upper end is connected with the support frame, thereby supports the cast-in-place roof beam of concrete above the support frame, and the supporting part of lower extreme and the laminating of concrete pier stud side, thereby play the supporting role to the, Reasonable structure, safety, reliability and repeated recycling.

Description

Novel bracket support beside pier

Technical Field

The utility model relates to a construction field especially involves cast-in-place roof beam construction field, specifically indicates a new-type other bracket support of mound.

Background

At present, a floor stand, a pier-side triangular bracket and the like must be erected in the construction of upper structures such as a cast-in-place beam section and the like, and the pier-side support is used as a final stressed part for bearing the weight of the upper structure, so that the structural reasonability is very important. The traditional pier-side support mostly adopts profile steel embedded type or screw-thread steel embedded type embedded parts, is unreasonable in structural design, low in repeated utilization rate, inconvenient to install, higher in construction cost, poor in pier stud surface image after construction, and large in secondary repair workload and difficulty.

SUMMERY OF THE UTILITY MODEL

The utility model discloses to prior art's not enough, provide a simple to operate, rational in infrastructure, safe and reliable, but new-type other bracket support of mound of recycling.

The utility model discloses a through following technical scheme realizes, provides a new-type other bracket support of mound, including the support body, the up end of support body extends connecting portion, and one side of support body extends the portion of inserting, and the lower terminal surface of support body extends the supporting part, it has the fixed orifices that the extending direction of a plurality of edge portion of inserting runs through to open on the support body, connecting portion include two connection lugs, and it has the connecting hole that passes two connection lugs to open on the connecting portion.

Insert in this scheme the portion of inserting in the concrete pier stud to pass fixed orifices and concrete pier stud with the screw-thread steel, both ends are fixed through the nut, thereby it is fixed with the concrete pier stud to fix the support body, and the connecting portion and the support frame of upper end are connected, thereby support the cast-in-place roof beam of concrete above the support frame, and the supporting part and the laminating of concrete pier stud side of lower extreme, thereby play the supporting role to the support body.

Preferably, the fixing holes are arranged in two and distributed on two sides of the insertion part. The fixed orifices in this scheme is provided with two and distributes in the both sides of portion of inserting to better fasten the support body on the concrete pier stud.

Preferably, the connecting hole is perpendicular to the fixing hole. The connecting hole in this scheme is perpendicular with the fixed orifices to make the connecting hole parallel with the side of concrete pier stud, be convenient for wear to establish the round pin axle in the connecting hole.

Preferably, a circular plate with holes matched with the connecting holes is fixedly connected to the connecting lifting lugs. The circular plate with the holes in the scheme plays a role in strengthening and connecting the lifting lugs.

As optimization, two rib plates are fixedly connected between one side of each connecting lifting lug, which is far away from each other, and the support body. The gusset in this scheme plays the effect of supporting connection lug.

Preferably, one side of the supporting part close to the inserting part is provided with a vertical plane perpendicular to the fixing hole. The side laminating of vertical plane in this scheme and concrete pier stud to can play better supporting role.

Preferably, the height of the support part is greater than the length of the insertion part. The height of supporting part is greater than the length of portion of inserting in this scheme to can play better supporting role.

As optimization, the left and right sides of the support body are completely distributed in central symmetry.

The utility model has the advantages that: the utility model discloses a new-type other bracket support of mound inserts in the concrete pier stud with the portion of inserting to pass fixed orifices and concrete pier stud with the screw-thread steel, both ends are passed through the nut and are fixed, thereby it is fixed with the concrete pier stud with the support body, the connecting portion and the support frame of upper end are connected, thereby support the cast-in-place roof beam of concrete above the support frame, and the supporting part and the laminating of concrete pier stud side of lower extreme, thereby play the supporting role to the support body, the utility model discloses to the pier stud influence less, after the superstructure construction finishes, extract the bracket, adopt the little expansive concrete to carry out the front cover processing can, it is pleasing to the eye to the appearance, the utility model discloses a bracket support is rational in infrastructure, and the atress is clear, adopts round pin hub connection with the monolith support, simple to operate, but bracket support and supporting round pin axle repeated use has saved the cost.

Drawings

FIG. 1 is a schematic structural view of the present invention;

FIG. 2 is a schematic structural view of the present invention;

fig. 3 is a front view of the present invention;

fig. 4 is a side view of the present invention;

FIG. 5 is an exploded view of the present invention;

FIG. 6 is a schematic view of the usage state of the present invention;

shown in the figure:

1. the concrete pier comprises bearing vertical plates with holes, circular plates with holes, an upper flat plate, a lower flat plate, a vertical partition plate, a front baffle with holes, a rear baffle with holes, side flat plates I and 9, side flat plates II, 10, rib plates, 11, concrete piers, 12, nuts, 13, deformed steel bars, 14, support frames, 15, pin shafts, 16 and concrete cast-in-place beams.

Detailed Description

In order to clearly illustrate the technical features of the present solution, the present solution is explained below by way of specific embodiments.

As shown in figures 1-6, the utility model discloses a new-type other bracket support of mound, including two parallels and the foraminiferous bearing riser 1 that sets up side by side, the middle part of foraminiferous bearing riser 1 extends the square board that inserts to one side, and foraminiferous bearing riser 1's upper portion is for connecting the lug, and foraminiferous bearing riser 1's lower part is the backup pad, and the height of backup pad is greater than the length of inserting the board.

The flat plate type solar cell module is characterized by further comprising an upper flat plate 3 and a lower flat plate 4 which are arranged horizontally, wherein the upper flat plate 3 comprises a rectangular upper flat plate body and an upper insertion plate extending to one side, two rectangular grooves for accommodating the bearing vertical plates 1 are formed in the upper flat plate body, the two bearing vertical plates 1 with holes are inserted into the upper flat plate body and are welded firmly, and the lower end face of the upper insertion plate is flush with the upper end face of the insertion plate and is welded firmly.

The lower flat plate 4 comprises a rectangular lower flat plate body and a lower inserting plate extending to one side, two rectangular grooves in which the bearing vertical plates 1 with holes are inserted are formed in the lower flat plate body, the two bearing vertical plates 1 with holes are inserted into the lower flat plate body and are firmly welded, and the upper end face of the lower inserting plate is flush with the lower end face of the inserting plate and is firmly welded.

The upper insert plate, the lower insert plate and the two insert plates constitute an insert portion.

One side of two foraminiferous bearing riser 1 keep away from inserting the board has a vertical foraminiferous front baffle 6, and the upper and lower both ends of foraminiferous front baffle 6 weld with last dull and stereotyped 3 and lower dull and stereotyped 4 respectively, and it has two preceding baffle round holes and two preceding baffle round holes to open on the foraminiferous front baffle 6 and is located the outside of two foraminiferous bearing risers 1.

Go up the welding of dull and stereotyped 3 and lower dull and stereotyped 4 between have 4

foraminiferous backplate

7, 4 foraminiferous backplate 7 divide two sets of settings in two foraminiferous bearing riser 1's both sides, every group sets up two foraminiferous backplate 7, one side and the welding of foraminiferous bearing riser 1 of foraminiferous backplate 7, one of two foraminiferous backplate 7 of every group is close to the one end parallel and level of inserting portion with the backup pad, another setting is between foraminiferous backplate 7 of preceding one and foraminiferous preceding baffle 6, it has the coaxial and the same backplate round hole of size of preceding baffle round hole to open on the foraminiferous backplate 7, preceding baffle round hole constitutes the fixed orifices with the backplate round hole.

Between foraminiferous backplate 7 and foraminiferous backplate 7, all weld the dull and stereotyped I8 in side of rectangle between foraminiferous backplate 7 and the foraminiferous preceding baffle 6, the below welding of the dull and stereotyped I8 in side has the dull and stereotyped II 9 in side of rectangle, and dull and stereotyped I8 in side and dull and stereotyped II 9 in side play the effect of reinforcing foraminiferous backplate 7 and foraminiferous preceding baffle 6.

The welding has two vertical baffle 5 between two backup pads, and two vertical baffle 5 are all perpendicular with the backup pad, and the bottom surface of dull and stereotyped 4 under vertical baffle 5's upper end welding, and two vertical baffle 5 constitute the supporting part with two backup pads, and one of them vertical baffle 5 is close to the one end parallel and level of portion of inserting with the backup pad to constitute vertical plane, the other end parallel and level of another vertical baffle 5 and backup pad.

The upper flat plate 3, the lower flat plate 4, the middle parts of the bearing vertical plates 1 with holes, the front baffle plate 6 with holes, the rear baffle plate 7 with holes, the side flat plate I8 and the side flat plate II 9 form a support body, and the support body is symmetrical relative to the middle surfaces of the two bearing vertical plates 1 with holes.

Two connection lugs constitute connecting portion, it has the connecting hole to open on the connection lug, connecting hole size the same and coaxial setting on two connection lugs, respectively weld on two connection lugs has a foraminiferous plectane 2, foraminiferous plectane 2 sets up the one side of keeping away from at two connection lugs, it has the round hole the same with the connecting hole to open on foraminiferous plectane 2, each rigid coupling in one side that two connection lugs kept away from each other has two gusset 10, the bottom surface welding of gusset 10 is on the top surface of last flat board 3, the connecting hole is perpendicular with the fixed orifices on the support body.

The utility model discloses a use method: during construction, a rectangular hole is reserved on the concrete pier column 11, the insertion part is inserted into the rectangular hole, 2 deformed steels 13 respectively penetrate through the two fixing holes, the deformed steels 13 penetrate through the concrete pier column 11, and two ends of the deformed steels 13 are screwed by nuts 12; round holes are formed in two ends of the support frame 14, the round holes in the two ends of the support frame 14 are respectively aligned with the connecting round holes of the two bracket supports, the support frame 14 is placed between the two lifting lugs of the bracket supports and is connected through a pin shaft 15, and therefore the whole support frame system is formed and is used for bearing the weight of a concrete cast-in-place beam 16 on the upper portion of the support frame 14.

Of course, the above description is not limited to the above examples, and technical features of the present invention that are not described in the present application may be implemented by or using the prior art, and are not described herein again; the above embodiments and drawings are only used for illustrating the technical solutions of the present invention and are not intended to limit the present invention, and the present invention has been described in detail with reference to the preferred embodiments, and those skilled in the art should understand that changes, modifications, additions or substitutions made by those skilled in the art within the spirit of the present invention should also belong to the protection scope of the claims of the present invention.

Claims

1. The utility model provides a new-type other bracket support of mound which characterized in that: the support comprises a support body, wherein a connecting part extends from the upper end face of the support body, an inserting part extends from one side of the support body, a supporting part extends from the lower end face of the support body, a plurality of fixing holes penetrating along the extending direction of the inserting part are formed in the support body, the connecting part comprises two connecting lugs, and connecting holes penetrating through the two connecting lugs are formed in the connecting part.

2. The novel beside-pier bracket as claimed in claim 1, wherein: the fixing holes are arranged in two and distributed on two sides of the inserting portion.

3. The novel beside-pier bracket as claimed in claim 1, wherein: the connecting hole is perpendicular to the fixing hole.

4. The novel beside-pier bracket as claimed in claim 1, wherein: and a circular plate (2) with a hole matched with the connecting hole is fixedly connected to the connecting lifting lug.

5. The novel beside-pier bracket as claimed in claim 1, wherein: two rib plates (10) are fixedly connected between one side of each connecting lifting lug, which is far away from each other, and the support body.

6. The novel beside-pier bracket as claimed in claim 1, wherein: one side of the supporting part close to the inserting part is provided with a vertical plane vertical to the fixing hole.

7. The novel beside-pier bracket as claimed in claim 1, wherein: the height of the support part is greater than the length of the insertion part.

8. The novel beside-pier bracket as claimed in claim 1, wherein: the left and the right of the support body are completely distributed in a central symmetry way.