CN210031466U - Steel structure concrete supporting beam - Google Patents

Steel structure concrete supporting beam Download PDF

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Publication number
CN210031466U
CN210031466U CN201920445054.7U CN201920445054U CN210031466U CN 210031466 U CN210031466 U CN 210031466U CN 201920445054 U CN201920445054 U CN 201920445054U CN 210031466 U CN210031466 U CN 210031466U
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steel
steel sheet
steel plate
supporting beam
type
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王晓辉
冉学政
陆苏亮
邓倩茹
马玉龙
陈凯
邱超宇
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Shanghai Original Design Consulting Co Ltd
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Shanghai Original Design Consulting Co Ltd
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Abstract

The utility model discloses a steel structure concrete supporting beam, which comprises a supporting beam main body, a main connecting steel plate, an H-shaped transverse splicing steel plate, a longitudinal splicing steel plate and a concrete pouring groove, wherein the two ends of the supporting beam main body are fixedly connected with the main connecting steel plate, the two ends of the inner side of the main connecting steel plate are lapped and connected with the H-shaped transverse splicing steel plate, the two ends of the H-shaped transverse splicing steel plate are fixedly connected with a T-shaped splicing steel column, one side of the H-shaped transverse splicing steel plate is lapped and connected with the longitudinal splicing steel plate, the longitudinal splicing steel plate can well increase the number of the concrete pouring grooves in the supporting beam main body, improve the supporting strength of the supporting beam main body, embody the installation firmness of the utility model, the supporting beam main body can be roughly divided into a main connecting steel plate, an H-shaped transverse splicing steel plate and a longitudinal splicing steel plate before installation, can be convenient for constructors to carry, has wide development prospect in the future.

Description

Steel structure concrete supporting beam
Technical Field
The utility model relates to a building supporting beam technical field specifically is a steel construction concrete supporting beam.
Background
The support beams are generally used above the foundation, the beams being placed between two abutments (piers), generally longitudinal, to prevent inward displacement of the abutments due to the thrust of the fill.
The existing steel structure concrete supporting beam is roughly divided into two types of steel bar bundling and forming steel column internal direct pouring concrete, one type of steel bar bundling is complicated, the construction speed is low, the difficulty is low, the construction progress is greatly influenced, the construction efficiency is low, the steel column volume of the steel column internal direct pouring concrete is large, the steel column is single, the structure can not be disassembled and is difficult to carry, a large amount of manpower resources are required to be consumed, and the construction cost is high.
Therefore, how to design a steel structure concrete support beam becomes a problem which needs to be solved currently.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a steel construction concrete supporting beam to propose the low and higher problem of construction cost of efficiency of construction among the above-mentioned background art of solution.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a steel structure concrete supporting beam, includes a supporting beam main part, mainly connects steel sheet, the horizontal grafting steel sheet of H type, vertical grafting steel sheet and concrete pouring groove, the both ends fixedly connected with of a supporting beam main part connects the steel sheet, the inboard both ends overlap joint that mainly connects the steel sheet links to each other has the horizontal grafting steel sheet of H type, the both ends fixedly connected with T type grafting steel column of the horizontal grafting steel sheet of H type, the first skid resistant course of top right side fixedly connected with at the back of the horizontal grafting steel sheet of H type, one side overlap joint that the horizontal grafting steel sheet of H type links to each other has vertical grafting steel sheet, the embedding is connected with the second splice groove in the middle of the rear end of vertical grafting steel sheet, the main steel sheet right-hand member that.
Preferably, the two ends of one side of the main steel connecting plate are connected with T-shaped inserting grooves in an embedded mode, and one ends of the T-shaped inserting grooves are connected with two fixing holes in an embedded mode.
Preferably, one side of the front surface of the H-shaped transverse splicing steel plate is connected with a first splicing groove in an embedded mode, and two ends of the T-shaped splicing steel column are connected with butt-joint holes in an embedded mode.
Preferably, a second anti-skid layer is fixedly connected between the two front ends of the longitudinal inserting steel plate.
Preferably, a plurality of concrete pouring troughs are connected to the inner side of the front surface of the support beam main body in a penetrating manner.
Preferably, the main steel connecting plate, the H-shaped transverse splicing steel plates at the two ends of the middle, the longitudinal splicing steel plate on one side of the front surface of the H-shaped transverse splicing steel plate, the plurality of concrete pouring grooves separated from the inner side and the clamping bolts at the periphery of the two ends form a supporting beam main body together.
Preferably, the H-shaped transverse splicing steel plate consists of T-shaped splicing steel columns at two ends, a first splicing groove on the right side, butt-joint holes at two ends of the T-shaped splicing steel column, and a first anti-skid layer behind the top end of the H-shaped transverse splicing steel plate.
Compared with the prior art, the beneficial effects of the utility model are that:
1. this kind of steel structure concrete supporting beam, a supporting beam main part roughly can divide into before the installation and mainly connects the steel sheet, the horizontal grafting steel sheet of H type and the many major steel members of vertical grafting steel sheet, can be convenient for constructor to its transport save the handling expense and improve handling efficiency and reduce construction cost, supporting beam main part itself simple to operate when using simultaneously, the installation time that has saved of very big degree improves the efficiency of construction, low and the higher problem of construction cost of the efficiency of construction of current steel structure concrete supporting beam itself makes the improvement, has embodied the utility model discloses a high efficiency.
2. This kind of steel structure concrete supporting beam, the horizontal grafting steel sheet of H type can splice with two main steels of connecing fast through T type grafting steel column and constitute the follow-up installation grafting work of roughly installing the frame of being convenient for, saves installation time and improves the installation effectiveness, through first splice groove, pegs graft it each other with the second splice groove on the vertical grafting steel sheet, and the number in the concrete filling groove in the increase supporting beam main part that can be fine improves the support intensity of a supporting beam main part itself, has embodied the utility model discloses an installation fastness.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of the main steel plate of the present invention;
FIG. 3 is a schematic structural view of a portion of the H-shaped transverse splicing steel plate of the present invention;
fig. 4 is a schematic structural view of the longitudinal splicing steel plate part of the present invention.
In the figure: 1. a supporting beam main part, 2, main steel sheet that connects, 201, T type inserting groove, 202, fixed orifices, 3, the horizontal steel sheet of pegging graft of H type, 301, T type grafting steel column, 302, first splice groove, 303, butt joint hole, 304, first skid resistant course, 4, vertical grafting steel sheet, 401, second splice groove, 402, second skid resistant course, 5, concrete pouring basin, 6, joint bolt.
Detailed Description
The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, rather than all embodiments, and all other embodiments obtained by a person of ordinary skill in the art without creative work belong to the protection scope of the present invention based on the embodiments of the present invention.
In a first embodiment, please refer to fig. 1-4, the present invention provides a technical solution: the utility model provides a steel structure concrete supporting beam, including a supporting beam main part 1, mainly connect steel sheet 2, the horizontal grafting steel sheet 3 of H type, vertical grafting steel sheet 4 and concrete pouring groove 5, the both ends fixedly connected with of a supporting beam main part 1 mainly connects steel sheet 2, the inboard both ends overlap joint that mainly connects steel sheet 2 links to each other has the horizontal grafting steel sheet 3 of H type, the both ends fixedly connected with T type grafting steel column 301 of the horizontal grafting steel sheet 3 of H type, the first skid resistant course 304 of the horizontal grafting steel sheet 3's of H type top right side back fixedly connected with, the horizontal grafting steel sheet 3's of H type one side overlap joint links to each other has vertical grafting steel sheet 4, the middle embedding in the middle of the rear end of vertical grafting steel sheet 4 is connected with second splice groove 401, it is connected with joint.
Preferably, the embedding of one side both ends that mainly connects steel sheet 2 is connected with T type inserting groove 201, and the one end embedding of T type inserting groove 201 is connected with two fixed orificess 202, and at first the user can carry out grafting each other with two T type inserting grooves 201 with H type horizontal grafting steel sheet 3 and reach preliminary installation fixed effect, later insert the keeper 6 respectively and mainly connect steel sheet 2 to the butt joint hole 303 in, reach stable and improvement and mainly connect firm effect between steel sheet 2 and the H type horizontal grafting steel sheet 3, embodied the utility model discloses a installation nature.
Preferably, the embedding of the positive one side of the horizontal grafting steel sheet 3 of H type is connected with first splice groove 302, and the both ends embedding of T type grafting steel column 301 is connected with butt joint hole 303, has installed when the staff and has mainly connect behind steel sheet 2 and the horizontal grafting steel sheet 3 of H type, pegs graft each other with first splice groove 302 through second splice groove 401 on the steel sheet 4 of will vertically pegging graft, and the number of concrete filling groove 5 in the increase supporting beam main part 1 that can be fine improves the support intensity of supporting beam main part 1 itself, has embodied the utility model discloses a installation nature.
Preferably, fixedly connected with second skid resistant course 402 in the middle of the preceding both ends of vertical grafting steel sheet 4 mutually supports through second skid resistant course 402 and first skid resistant course 304 for the staff is carrying out the in-process second skid resistant course 402 of pegging graft each other with H type horizontal grafting steel sheet 3 and vertical grafting steel sheet 4 and first skid resistant course 304 improves its grafting firmly with the friction between second splice groove 401 and the first splice groove 302 inboard respectively, has embodied the utility model discloses a fastness.
Preferably, a plurality of concrete filling grooves 5 are through connected to the inboard in front of a supporting beam main part 1, can be directly pour into concrete in its inside concrete filling groove 5 after the staff installs supporting beam main part 1 wholly and inserts to thereby improve its building safety and life through the rigidity that fills the space that vertically pegging graft steel sheet 4 can effectual amplification concrete filling groove 5 in, supporting beam main part 1, embodied the utility model discloses a practicality.
Preferably, connect the steel sheet 2 and the horizontal grafting steel sheet 3 of H type at middle both ends mainly, the horizontal grafting steel sheet 4 of 3 positive one sides of H type, inboard a plurality of concrete pouring grooves 5 that separate and both ends joint bolt 6 all around constitute a supporting beam main part 1 jointly, supporting beam main part 1 roughly can divide into mainly to connect steel sheet 2 before the installation, the horizontal grafting steel sheet 3 of H type and the vertical several big types of steel members of grafting steel sheet 4, can be convenient for constructor to carry it and save the handling expense and improve handling efficiency and reduce construction cost, supporting beam main part 1 itself is simple to operate when using simultaneously, the installation time that has saved of very big degree improves the efficiency of construction, low and the higher problem of construction cost of the low and construction cost of the current steel construction concrete support beam of self efficiency make the improvement, embodied the utility model discloses a high efficiency.
Preferably, the horizontal grafting steel sheet 3 of H type is by the T type grafting steel column 301 at both ends, the first splice groove 302 on right side, the butt joint hole 303 at T type grafting steel column 301 both ends and the horizontal grafting steel sheet 3 first skid resistant course 304 at the back in top of H type constitute jointly, can splice with two owner through T type grafting steel column 301 and connect steel sheet 2 fast and constitute the follow-up installation grafting work of being convenient for of the big-end installation frame, save installation time and improve the installation effectiveness, through first splice groove 302, peg graft it each other with second splice groove 401 on vertical grafting steel sheet 4, the number of increase supporting beam main part 1 interior concrete filling groove 5 that can be fine, improve the support intensity of supporting beam main part 1 itself, embodied the utility model discloses an installation fastness.
The working principle is as follows: firstly, the supporting beam main body 1 can be roughly divided into a main connecting steel plate 2, an H-shaped transverse splicing steel plate 3 and a longitudinal splicing steel plate 4 before installation, so that a constructor can conveniently carry the supporting beam main body, the carrying cost is saved, the carrying efficiency is improved, and the construction cost is reduced;
then, the user can mutually insert the H-shaped transverse inserting steel plate 3 and the two T-shaped inserting grooves 201 to achieve the preliminary installation and fixation effect, and then insert the clamping bolts 6 into the main connecting steel plate 2 to the abutting holes 303 respectively to achieve the effect of stabilizing and improving the firmness between the main connecting steel plate 2 and the H-shaped transverse inserting steel plate 3, thereby embodying the installation performance of the utility model;
then, after the worker installs the main steel connecting plate 2 and the H-shaped transverse splicing steel plate 3, the second splicing groove 401 on the longitudinal splicing steel plate 4 is spliced with the first splicing groove 302, so that the number of concrete pouring grooves 5 in the supporting beam main body 1 can be increased well, the supporting strength of the supporting beam main body 1 is improved, and the installation performance of the utility model is embodied;
next, the second anti-skid layer 402 is matched with the first anti-skid layer 304, so that the second anti-skid layer 402 and the first anti-skid layer 304 are respectively firmly spliced with the second splicing groove 401 and the inner side of the first splicing groove 302 by friction between the second splicing groove 401 and the inner side of the first splicing groove 302 in the process of splicing the H-shaped transverse splicing steel plate 3 and the longitudinal splicing steel plate 4 by a worker, and the firmness of the utility model is embodied;
finally, can directly pour into the concrete in its inside concrete filling groove 5 after the staff installs a supporting beam main part 1 wholly and inserts to thereby improve supporting beam main part 1's rigidity through vertical grafting steel sheet 4 can effectual amplification concrete filling groove 5 interior filling space and improve its building safety and life, embodied the utility model discloses a practicality, this is exactly this kind of steel construction concrete supporting beam's theory of operation.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (7)

1. The utility model provides a steel construction concrete supporting beam, includes a supporting beam main part (1), mainly connects steel sheet (2), the horizontal grafting steel sheet of H type (3), vertically pegs graft steel sheet (4) and concrete pouring groove (5), its characterized in that: the steel sheet (2) is connected to the both ends fixedly connected with owner of a supporting beam main part (1), the inboard both ends overlap joint that owner connects steel sheet (2) links to each other has horizontal grafting steel sheet (3) of H type, the both ends fixedly connected with T type grafting steel column (301) of the horizontal grafting steel sheet (3) of H type, the first skid resistant course (304) of top right side back fixedly connected with of the horizontal grafting steel sheet (3) of H type, one side overlap joint of the horizontal grafting steel sheet (3) of H type links to each other has vertical grafting steel sheet (4), the embedding is connected with second splice groove (401) in the middle of the rear end of vertical grafting steel sheet (4), owner connects steel sheet (2) right-hand member embedding all around to be connected with joint bolt (6).
2. A steel structural concrete support beam as claimed in claim 1, wherein: the main steel plate (2) that connects has one side both ends embedding to be connected with T type inserting groove (201), the one end embedding of T type inserting groove (201) is connected with two fixed orificess (202).
3. A steel structural concrete support beam as claimed in claim 1, wherein: one side of the front face of the H-shaped transverse inserting steel plate (3) is connected with a first splicing groove (302) in an embedded mode, and two ends of the T-shaped inserting steel column (301) are connected with butt joint holes (303) in an embedded mode.
4. A steel structural concrete support beam as claimed in claim 1, wherein: and a second anti-skid layer (402) is fixedly connected between the two front ends of the longitudinal inserting steel plate (4).
5. A steel structural concrete support beam as claimed in claim 1, wherein: the front inner side of the support beam main body (1) is connected with a plurality of concrete pouring grooves (5) in a penetrating manner.
6. A steel structural concrete support beam as claimed in claim 1, wherein: the main supporting beam main body (1) is formed by the main steel connecting plate (2), the H-shaped transverse inserting steel plates (3) at the two ends of the middle, the longitudinal inserting steel plate (4) on one side of the front surface of the H-shaped transverse inserting steel plate (3), a plurality of concrete pouring grooves (5) separated from the inner side and clamping bolts (6) at the periphery of the two ends.
7. A steel structural concrete support beam as claimed in claim 1, wherein: the H-shaped transverse inserting steel plate (3) is composed of T-shaped inserting steel columns (301) at two ends, a first splicing groove (302) at the right side, butt joint holes (303) at two ends of the T-shaped inserting steel columns (301) and a first anti-skid layer (304) behind the top end of the H-shaped transverse inserting steel plate (3).
CN201920445054.7U 2019-04-03 2019-04-03 Steel structure concrete supporting beam Active CN210031466U (en)

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Application Number Priority Date Filing Date Title
CN201920445054.7U CN210031466U (en) 2019-04-03 2019-04-03 Steel structure concrete supporting beam

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Application Number Priority Date Filing Date Title
CN201920445054.7U CN210031466U (en) 2019-04-03 2019-04-03 Steel structure concrete supporting beam

Publications (1)

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CN210031466U true CN210031466U (en) 2020-02-07

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CN201920445054.7U Active CN210031466U (en) 2019-04-03 2019-04-03 Steel structure concrete supporting beam

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112575903A (en) * 2020-12-12 2021-03-30 深圳新艺华建筑装饰工程有限公司 Ultrahigh special-shaped frame steel structure and construction method thereof
CN113684751A (en) * 2021-08-16 2021-11-23 北京市市政一建设工程有限责任公司 Prefabricated bridge and construction process thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112575903A (en) * 2020-12-12 2021-03-30 深圳新艺华建筑装饰工程有限公司 Ultrahigh special-shaped frame steel structure and construction method thereof
CN113684751A (en) * 2021-08-16 2021-11-23 北京市市政一建设工程有限责任公司 Prefabricated bridge and construction process thereof
CN113684751B (en) * 2021-08-16 2022-12-30 北京市市政一建设工程有限责任公司 Prefabricated bridge and construction process thereof

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