CN216920999U - Building spandrel girder structure is built in room - Google Patents
Building spandrel girder structure is built in room Download PDFInfo
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- CN216920999U CN216920999U CN202220158971.9U CN202220158971U CN216920999U CN 216920999 U CN216920999 U CN 216920999U CN 202220158971 U CN202220158971 U CN 202220158971U CN 216920999 U CN216920999 U CN 216920999U
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- rib
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Abstract
The utility model discloses a bearing beam structure of a building of a house building, which comprises a pair of reinforcing ribs, wherein a cross rod is fixedly arranged on the surface of each reinforcing rib, an installation chute and an adaptive chute are respectively arranged on the surfaces of the reinforcing ribs and the cross rod, a joggle hole is formed in each reinforcing rib, the bottom end of each joggle hole is communicated with an inner hole in the reinforcing rib, a joggle block is embedded in each reinforcing rib through the installation chute, and a fixing rib is embedded in each cross rod. Among the above-mentioned scheme, through setting up strengthening rib, joggle piece and fixed muscle and mounting panel, utilize mutually supporting of several of it, at first install the horizontal pole through the welding hole fixedly, loop through installation chute and adaptation chute with four joggle pieces after that and install to two relative one side departments of strengthening rib, and then guarantee its holistic stability, and then effectively fix the strengthening rib is whole, avoid it to take place not hard up scheduling problem in follow-up construction.
Description
Technical Field
The utility model relates to the technical field of building structures, in particular to a bearing beam structure of a building.
Background
The division of house types (1) can be divided into the following according to the building structure types and materials of houses: brick and wood structures, hybrid structures, reinforced concrete structures, and other structures; (2) the method can be divided into the following steps according to the bearing and stress mode of a house: wall bearing structures, framework bearing structures, tubular structures or framework tubular structures and large space structures; (3) the method can be divided into the following steps according to the level and height of a house: low-rise buildings, multi-rise buildings and high-rise buildings, and the basic components of the house are as follows: (1) structural parts-foundations, load-bearing members, non-load-bearing walls, roofs, floors, etc.;
(2) decoration parts-doors and windows, external plastering, internal plastering, ceiling, fine wood decoration and the like; (3) the facility equipment part comprises water sanitation, electric, heating ventilation, special equipment (such as fire fighting, lightning protection and elevator) and the like, wherein the facility equipment part particularly relates to a bearing beam structure of a building with a structural structure.
However, in practical use, there still exist some disadvantages, such as: the steel inside the existing spandrel girder structure is generally bound and fixed, when the steel is used subsequently, the strength is not high, and the binding and fixing mode easily causes falling off, so that the compression and bending resistant working effect of the whole spandrel girder is influenced, and the safety effect between the structures of the bearing girder is further reduced.
SUMMERY OF THE UTILITY MODEL
In order to overcome the above defects in the prior art, embodiments of the present invention provide a building spandrel girder structure, so as to solve the problems that steel materials inside the spandrel girder structure in the prior art are generally bound and fixed, and when the spandrel girder structure is used in the subsequent process, the strength is not high, and the binding and fixing manner is easy to cause falling off, so that the compression resistance and bending resistance working effect of the subsequent integral spandrel girder is affected, the safety effect among the structures of the device is further reduced, and the safety among the structures of the device is further reduced.
In order to solve the technical problems, the utility model provides the following technical scheme: the utility model provides a building spandrel girder structure is built in room, includes a pair of strengthening rib, the fixed surface of strengthening rib installs the horizontal pole, installation chute and adaptation chute have been seted up respectively on the surface of strengthening rib and horizontal pole, the joggle hole has been seted up to the inside of strengthening rib, the bottom in joggle hole and the inside that is located the strengthening rib communicate with each other there is the hole, the joggle piece is installed through the embedding of installation chute in the inside of strengthening rib, fixed muscle is installed in the inside embedding of horizontal pole, the mounting hole has been seted up to the inside of horizontal pole, the mounting panel, each are installed in one side embedding of strengthening rib one side homogeneous body of strengthening rib is formed with the installation curb plate, the installing port has been seted up on the surface of installation curb plate.
The installation chute and the adaptation chute are identical in structure, and the inner wall surfaces of the installation chute and the adaptation chute are smooth.
The number of the cross rods is two, and the two cross rods are respectively positioned on the surfaces of the left side and the right side of the reinforcing rib.
The cross section of the joggle hole is rectangular, and a rubber cushion layer is fixedly bonded on the surface of the inner wall of the joggle hole.
The tenon blocks, the reinforcing ribs and the mounting plate are distributed in a triangular structure, and the two ends of each tenon block are provided with shapes matched with the mounting chutes.
The fixing ribs are cylindrical, and the length values of the fixing ribs are matched with the length values of the cross rods.
The mounting port is circular, penetrates through the top end of the mounting plate and is three centimeters to five centimeters away from one side of the cross rod.
The technical scheme of the utility model has the following beneficial effects:
among the above-mentioned scheme, through setting up the strengthening rib, joggle piece and fixed muscle and mounting panel, utilize mutually supporting of several of it, at first install the horizontal pole through the joggle hole fixedly, after that, it installs to two relative one side department surfaces of strengthening rib to loop through installation chute and adaptation chute with four joggle pieces, and then guarantee its holistic stability, the left and right sides on self surface is installed with the mounting panel to the installing port through the strengthening rib both ends this moment, after that be fixed in the surface department of another strengthening rib through the installing port with the other end of mounting panel, and then effectively fix the strengthening rib is whole, avoid it to take place not hard up scheduling problem in follow-up construction, further increase its practicality and life.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of a partial assembly configuration of the present invention;
FIG. 3 is an enlarged schematic view of FIG. 2 at A according to the present invention;
fig. 4 is a schematic view of the structure of the reinforcing bar of the present invention.
[ reference numerals ]
1. Reinforcing ribs; 2. a cross bar; 3. installing a chute; 4. a mortise hole; 5. an inner bore; 6. adapting the chute; 7. a joggling block; 8. fixing the ribs; 9. mounting holes; 10. mounting a plate; 11. installing a side plate; 12. and (7) installing the opening.
Detailed Description
In order to make the technical problems, technical solutions and advantages of the present invention more apparent, the following detailed description is given with reference to the accompanying drawings and specific embodiments.
Example 1:
the embodiment of the utility model provides a bearing beam structure for a building of a house building as shown in the attached drawings 1 to 4, which comprises a pair of reinforcing ribs 1 which are symmetrical to each other, wherein a cross rod 2 is fixedly arranged on the surface of each reinforcing rib 1, an installation chute 3 and an adaptive chute 6 are respectively arranged on the surfaces of the reinforcing ribs 1 and the cross rod 2, a joggle hole 4 is formed in each reinforcing rib 1, an inner hole 5 is communicated with the bottom end of each joggle hole 4 and is positioned in each reinforcing rib 1, a joggle block 7 is embedded in each reinforcing rib 1 through the installation chute 3, a fixed rib 8 is embedded in each cross rod 2, an installation hole 9 is formed in each cross rod 2, an installation plate 10 is embedded in one side of each reinforcing rib 1, an installation side plate 11 is uniformly formed on one side of each reinforcing rib 1, and an installation port 12 is formed on the surface of each installation side plate 11.
As shown in fig. 1, the fixing rib 8 is cylindrical, and the length of the fixing rib 8 is matched with the length of the cross bar 2.
Specifically, utilize the length value of fixed muscle 8 and the mutual adaptation of the length value of horizontal pole 2, make it when using, can evenly consolidate stably to the whole of horizontal pole 2 to guarantee the holistic stability of the device and follow-up life.
The working process of the utility model is as follows: firstly, the operating personnel installs horizontal pole 2 fixedly through joggle hole 4, it installs to two relative one sides of strengthening rib 1 to loop through installation chute 3 and adaptation chute 6 with four joggle pieces 7 after that, and then guarantee its holistic stability, install the left and right sides on self surface with mounting panel 10 through the installing port 12 at strengthening rib 1 both ends this moment, after that, the other end with mounting panel 10 is fixed in the surface department of another strengthening rib 1 through installing port 12, after that, pour into strengthening rib 1 wholly through the concrete within the spandrel girder, further construction and overall operation are carried out to follow-up house construction after that, finally the device has accomplished the spandrel girder reinforcing effect, can.
Above-mentioned scheme, through setting up strengthening rib 1, joggle piece 7 and fixed muscle 8 and mounting panel 10, utilize mutually supporting of several of it, at first install horizontal pole 2 through joggle hole 4 fixedly, loop through installation chute 3 and adaptation chute 6 with four joggle pieces 7 and install to two relative one sides of strengthening rib 1 after that, and then guarantee its holistic stability, install mounting panel 10 in the left and right sides on self surface through the installing port 12 at strengthening rib 1 both ends this moment, be fixed in the surface department of another strengthening rib 1 through installing port 12 with the other end of mounting panel 10 after that, and then effectively fix strengthening rib 1 is whole, avoid it to take place not hard up scheduling problem in follow-up construction, further increase its practicality and life.
The points to be finally explained are: first, in the description of the present application, it should be noted that, unless otherwise specified and limited, the terms "mounted," "connected," and "connected" should be understood broadly, and may be a mechanical connection or an electrical connection, or a communication between two elements, and may be a direct connection, and "upper," "lower," "left," and "right" are only used to indicate a relative positional relationship, and when the absolute position of the object to be described is changed, the relative positional relationship may be changed;
secondly, the method comprises the following steps: in the drawings of the disclosed embodiment of the utility model, only the structures related to the disclosed embodiment are related, other structures can refer to common design, and the same embodiment and different embodiments of the utility model can be combined mutually under the condition of no conflict;
and finally: the above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the utility model, and any modifications, equivalents, improvements and the like that are within the spirit and principle of the present invention are intended to be included in the scope of the present invention.
Claims (7)
1. The utility model provides a building spandrel girder structure is built in room, includes a pair of strengthening rib (1) of mutual symmetry, the fixed surface of strengthening rib (1) installs horizontal pole (2), its characterized in that, installation chute (3) and adaptation chute (6) have been seted up respectively on the surface of strengthening rib (1) and horizontal pole (2), joggle hole (4) have been seted up to the inside of strengthening rib (1), the bottom of joggle hole (4) just is located the inside of strengthening rib (1) and communicates with each other there is hole (5), joggle block (7) are installed through installation chute (3) embedding in the inside of strengthening rib (1), fixed muscle (8) are installed in the inside embedding of horizontal pole (2), mounting hole (9) have been seted up to the inside of horizontal pole (2), mounting panel (10) are installed in the embedding of one side of strengthening rib (1), each one side homogeneous body of strengthening rib (1) is formed with installation curb plate (11), the surface of the mounting side plate (11) is provided with a mounting opening (12).
2. The building spandrel girder structure of claim 1, wherein the mounting chutes (3) and the adapting chutes (6) have the same structure, and the inner wall surfaces of the mounting chutes (3) and the adapting chutes (6) are smooth.
3. The room building spandrel girder structure of claim 1, wherein the number of the cross bars (2) is two, and the two cross bars (2) are respectively positioned on the surfaces of the left and right sides of the reinforcing bars (1).
4. The bearing beam structure for the house building and the building as claimed in claim 1, wherein the cross section of the mortise holes (4) is rectangular, and a rubber cushion layer is fixedly adhered to the inner wall surface of the mortise holes (4).
5. The bearing beam structure for the house building according to claim 1, characterized in that the tenon blocks (7) are distributed with the reinforcing ribs (1) and the mounting plate (10) in a triangular structure, and both ends of the tenon blocks (7) are provided with shapes matched with the mounting chutes (3).
6. The room building spandrel girder structure of claim 1, wherein the shape of the fixing rib (8) is cylindrical, and the length value of the fixing rib (8) is matched with the length value of the cross bar (2).
7. The bearing beam structure for building and construction in house according to claim 1, characterized in that the shape of the mounting opening (12) is circular, the mounting opening (12) penetrates the top end of the mounting plate (10), and the mounting opening (12) is three cm to five cm from the side of the cross bar (2).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202220158971.9U CN216920999U (en) | 2022-01-21 | 2022-01-21 | Building spandrel girder structure is built in room |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN202220158971.9U CN216920999U (en) | 2022-01-21 | 2022-01-21 | Building spandrel girder structure is built in room |
Publications (1)
Publication Number | Publication Date |
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CN216920999U true CN216920999U (en) | 2022-07-08 |
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CN202220158971.9U Active CN216920999U (en) | 2022-01-21 | 2022-01-21 | Building spandrel girder structure is built in room |
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CN (1) | CN216920999U (en) |
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2022
- 2022-01-21 CN CN202220158971.9U patent/CN216920999U/en active Active
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