CN210888144U - Workshop reconstruction reinforcing device - Google Patents

Workshop reconstruction reinforcing device Download PDF

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Publication number
CN210888144U
CN210888144U CN201921678542.9U CN201921678542U CN210888144U CN 210888144 U CN210888144 U CN 210888144U CN 201921678542 U CN201921678542 U CN 201921678542U CN 210888144 U CN210888144 U CN 210888144U
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China
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wall body
roof
fixedly connected
cement layer
reinforcement device
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CN201921678542.9U
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文池
杨赵荣
文彪
杨敏
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China 19th Metallurgical Corp
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China 19th Metallurgical Corp
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Abstract

The utility model relates to a reinforcing apparatus is reformed transform to factory building belongs to building engineering technical field, is particularly useful for the transformation of old factory building. The utility model discloses a base, wall body and roof, the wall body is fixed to be set up at the base upper surface, and the roof is fixed to be set up at the wall body top, the equal fixedly connected with cement layer of surface of wall body both sides, and the inside on every cement layer is all fixed to be inlayed and is had the reinforcing bar, has the transverse reinforcement among the reinforcing bar, and after the transverse reinforcement runs through the wall body along wall body thickness direction, the cement layer fixed connection of wall body both sides is in the same place. The utility model discloses at first, the cooperation through cement layer and reinforcing bar plays the reinforcing effect to the wall body, and the effectual wall body of having solved takes place easily to empty or the problem that collapses. Furthermore, the utility model discloses to the roof additional strengthening that has designed equally, the effectual roof of having solved takes place easily to empty or the problem that collapses. The utility model discloses can effectively improve the structural stability of factory building.

Description

Workshop reconstruction reinforcing device
Technical Field
The utility model relates to a reinforcing apparatus is reformed transform to factory building belongs to building engineering technical field, is particularly useful for the transformation of old factory building.
Background
Common house factory building structure at present generally includes base, wall body and roof, and the wall body is fixed to be set up at the base upper surface, and the roof is fixed to be set up at the wall body top, and it has advantages such as simple structure, construction investment are few, therefore by the wide adoption, nevertheless after a certain age of input and use, the factory building is old, takes place easily to collapse, brings the hidden danger for workman's lives and property.
SUMMERY OF THE UTILITY MODEL
The utility model discloses the technical problem that will solve is: the utility model provides a simple structure's factory building transformation reinforcing apparatus can effectively improve the structural stability of factory building.
For solving the technical problem the utility model discloses the technical scheme who adopts is: reinforcing apparatus is reformed transform to factory building, including base, wall body and roof, the fixed setting of wall body is on the base upper surface, and the roof is fixed to be set up at the wall body top, the equal fixedly connected with cement layer of surface of wall body both sides, and the inside on every cement layer is all fixed to be inlayed and is had the reinforcing bar, has horizontal reinforcing bar among the reinforcing bar, and behind the wall body was run through along wall body thickness direction to horizontal reinforcing bar, together with the cement layer fixed connection of wall body both sides.
Further, the method comprises the following steps: the transverse steel bars are uniformly arranged at intervals along the length direction of the wall body; the transverse steel bars are also uniformly arranged at intervals along the height direction of the wall body.
Further, the method comprises the following steps: the wall body is the rectangle and arranges, and middle part position between two wall bodies that the symmetry set up is provided with first support column, and first support column passes through the fixed setting of base at the base upper surface, and the top of first support column is used for the auxiliary stay roof.
Further, the method comprises the following steps: a plurality of first support columns are arranged at intervals along the length direction of the plant, each first support column is vertically arranged, a bearing beam is fixedly arranged at the top of each first support column, the bearing beams are horizontally arranged along the length direction of the plant, and two adjacent first support columns are connected together through the bearing beams; the left and right sides face of spandrel girder is fixedly connected with connecting plate respectively, and the other end fixed connection of connecting plate is located the inboard cement layer of factory building on the wall body, and the top fixedly connected with second support column of spandrel girder, the top of second support column are used for the auxiliary stay roof.
Further, the method comprises the following steps: the second support column is vertically arranged, and the top surface of the second support column assists in supporting the roof through the horizontally arranged support plate.
Further, the method comprises the following steps: the roof is a double-inclined-plane roof arranged in an inverted V shape, the left side surface and the right side surface of the second supporting column are respectively fixedly connected with a fixing plate, and the other end of each fixing plate is fixedly connected with the bottom surface of the roof.
Further, the method comprises the following steps: the connecting plates on the two sides of the bearing beam are fixedly connected with the side surfaces of the first supporting columns through second inclined plates respectively at the bottom surfaces of the connecting plates.
Further, the method comprises the following steps: the top surface of the connecting plate is fixedly connected with the bottom surface of the roof through a connecting bracket.
Further, the method comprises the following steps: the roof is a double-inclined-plane roof arranged in an inverted V shape, connecting plates on two sides of the bearing beam are fixedly connected with the bottom surface of the roof through third inclined plates respectively at the top surface positions of the connecting plates, and an included angle formed by the third inclined plates and one end of the lower edge of the roof is an obtuse angle; the middle part of the third inclined plate is fixedly connected with the connecting plate through a fixing column.
Further, the method comprises the following steps: the cement layer on the wall body and positioned outside the factory building is fixedly connected with the base through the first inclined plate; the top end of the wall body is fixedly connected with the bottom surface of the roof through a connecting column.
The utility model has the advantages that: at first, through the cooperation of cement layer and reinforcing bar, play the reinforcing effect to the wall body, the effectual wall body of having solved takes place to topple over easily or the problem that collapses, in the scheme of wall body reinforcement, preferably sets up to cooperate first swash plate and implement simultaneously. In addition, the bearing beam is matched with the support plate, so that the support effect of the second support column on the roof is achieved, and the problem that the roof is easy to collapse is effectively solved; the fixing effect of the third inclined plate is achieved through the two fixing columns, and the problem that the third inclined plate is easy to fall off is effectively solved; through the cooperation of second swash plate and first support column, played the connecting plate and carried out the fixed action, improved the bearing capacity of connecting plate, through the cooperation of first support column, spandrel girder, second support column and two fixed plates, reached the reinforcement to the roof, improved the stability to the roof. The utility model discloses all designed reinforced structure to wall body and roof respectively, can effectively improve the overall structure stability of factory building, reduce the hidden danger that brings the loss of lives and property for the workman.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention.
Fig. 2 is a partially enlarged schematic view of a portion a in fig. 1.
Fig. 3 is a partially enlarged schematic view of a portion B in fig. 1.
The labels in the figure are: 1-base, 2-base, 3-first inclined plate, 4-connecting column, 5-third inclined plate, 6-roof, 7-second supporting column, 8-supporting plate, 9-fixing plate, 10-fixing column, 11-bearing beam, 12-connecting plate, 13-second inclined plate, 14-first supporting column, 15-transverse reinforcing steel bar, 16-wall body and 17-cement layer.
Detailed Description
The present invention will be further explained with reference to the drawings and the embodiments.
As shown in fig. 1 to 3, the utility model discloses a base 1, wall body 16 and roof 6, wall body 16 is fixed to be set up at 1 upper surface of base, and roof 6 is fixed to be set up at 16 tops of wall body, the equal fixedly connected with cement layer 17 of surface of 16 both sides of wall body, and the inside of every cement layer 17 is all fixed to be inlayed and is had reinforcing bar, has transverse reinforcement 15 among the reinforcing bar, and transverse reinforcement 15 runs through the wall body 16 back along 16 thickness directions of wall body, is in the same place the cement layer 17 fixed connection of 16 both sides of wall body. Through the cooperation of cement layer 17 and reinforcing bar, play the reinforcing effect to wall body 16, the effectual problem of toppling over or collapsing of taking place easily for wall body 16 of having solved.
In order to further improve the structural stability, the transverse steel bars 15 are uniformly arranged at intervals along the length direction of the wall 16; the transverse reinforcing bars 15 are also uniformly spaced along the height of the wall 16. I.e. the transverse bars 15 are distributed in a rectangular array.
In order to ensure the stable structure of the factory building, the walls 16 are generally arranged in a rectangular shape, a first supporting column 14 can be additionally arranged at the middle position between the two symmetrically arranged walls 16, the first supporting column 14 is fixedly arranged on the upper surface of the base 1 through the base 2, and the top of the first supporting column 14 is used for assisting in supporting the roof 6.
The top of the supporting column 14 can be directly and fixedly connected with the roof 6, and other structural members can be additionally arranged for auxiliary support. In order to further improve the structural stability, in a preferred embodiment of the present invention, a plurality of first support columns 14 are arranged at intervals along the length direction of the plant, each first support column 14 is vertically arranged, a bearing beam 11 is fixedly arranged on the top of the first support column 14, the bearing beam 11 is horizontally arranged along the length direction of the plant, and two adjacent first support columns 14 are connected together through the bearing beam 11; the left and right sides face of spandrel girder 11 is fixedly connected with connecting plate 12 respectively, and the other end fixed connection of connecting plate 12 is located the inboard cement layer 17 of factory building on wall 16, and the top fixedly connected with second support column 7 of spandrel girder 11, the top of second support column 7 are used for auxiliary stay roof 6.
Similarly, the top of the second supporting column 7 can be directly and fixedly connected with the roof 6, and other structural members can be additionally arranged for auxiliary support. In order to further improve the structural stability, in the preferred embodiment of the present invention, the second supporting columns 7 are vertically arranged, and the top surfaces of the second supporting columns 7 support the roof 6 in an auxiliary manner through the horizontally arranged supporting plates 8. In addition, the roof 6 can be a double-inclined roof arranged in an inverted V shape, the left side surface and the right side surface of the second supporting column 7 are respectively fixedly connected with a fixing plate 9, and the other end of the fixing plate 9 is fixedly connected with the bottom surface of the roof 6. The fixing plates 9 are preferably arranged horizontally and symmetrically with the bearing beam 11 as a central axis.
In order to further improve the structural stability, the connecting plates 12 on both sides of the load-bearing beam 11 are fixedly connected to the side surfaces of the first supporting columns 14 at the bottom surface positions thereof through second inclined plates 13, and the second inclined plates 13 are preferably symmetrically arranged with the load-bearing beam 11 as a central axis. The top surface of the connecting plate 12 is fixedly connected with the bottom surface of the roof 6 through a connecting bracket. The connecting bracket is preferably arranged in the following manner: the roof 6 is a double-inclined-plane roof arranged in an inverted V shape, the connecting plates 12 on the two sides of the bearing beam 11 are fixedly connected with the bottom surface of the roof 6 through third inclined plates 5 respectively at the top surface positions, and an included angle formed by the third inclined plates 5 and one end of the lower edge of the roof 6 is an obtuse angle; the middle part of the third inclined plate 5 is fixedly connected with a connecting plate 12 through a fixing column 10. The third inclined plate 5 and the fixing column 10 jointly form a connecting support, and the connecting support is preferably symmetrically arranged by taking the bearing beam 11 as a central shaft.
In order to further improve the structural stability of the wall 16, a cement layer 17 on the wall 16, which is located outside the plant, is fixedly connected with the base 1 through the first inclined plate 3. In order to facilitate the installation of the roof 6, the top end of the wall 16 is fixedly connected with the bottom surface of the roof 6 through the connecting column 4.

Claims (10)

1. Reinforcing apparatus is reformed transform to factory building, including base (1), wall body (16) and roof (6), wall body (16) are fixed to be set up at base (1) upper surface, and roof (6) are fixed to be set up at wall body (16) top, its characterized in that: the equal fixedly connected with cement layer (17) of surface of wall body (16) both sides, the inside of every cement layer (17) is all fixed to be inlayed and is had reinforcing bar, has horizontal reinforcing bar (15) among the reinforcing bar, and behind wall body (16) thickness direction run through wall body (16), cement layer (17) fixed connection of wall body (16) both sides is in the same place horizontal reinforcing bar (15).
2. The plant improvement and reinforcement device of claim 1, characterized in that: the transverse steel bars (15) are uniformly arranged at intervals along the length direction of the wall body (16); the transverse reinforcing steel bars (15) are also uniformly arranged at intervals along the height direction of the wall body (16).
3. The plant improvement and reinforcement device of claim 1, characterized in that: the wall body (16) are arranged in a rectangular mode, a first supporting column (14) is arranged in the middle between the two symmetrically arranged wall bodies (16), the first supporting column (14) is fixedly arranged on the upper surface of the base (1) through the base (2), and the top of the first supporting column (14) is used for supporting the roof (6) in an auxiliary mode.
4. The plant improvement and reinforcement device of claim 3, characterized in that: a plurality of first supporting columns (14) are arranged at intervals along the length direction of the plant, each first supporting column (14) is vertically arranged, a bearing beam (11) is fixedly arranged at the top of each first supporting column (14), the bearing beams (11) are horizontally arranged along the length direction of the plant, and two adjacent first supporting columns (14) are connected together through the bearing beams (11); the left and right sides face of spandrel girder (11) is fixedly connected with connecting plate (12) respectively, and the other end fixed connection of connecting plate (12) is located the inboard cement layer (17) of factory building on wall body (16), and the top fixedly connected with second support column (7) of spandrel girder (11), the top of second support column (7) are used for auxiliary stay roof (6).
5. The plant improvement and reinforcement device of claim 4, characterized in that: the second supporting columns (7) are vertically arranged, and the top surfaces of the second supporting columns (7) support the roof (6) in an auxiliary mode through the horizontally arranged supporting plates (8).
6. The plant improvement and reinforcement device of claim 4, characterized in that: the roof (6) is a double-inclined-plane roof arranged in an inverted V shape, the left side surface and the right side surface of the second supporting column (7) are respectively fixedly connected with a fixing plate (9), and the other end of the fixing plate (9) is fixedly connected with the bottom surface of the roof (6).
7. The plant improvement and reinforcement device of claim 4, characterized in that: the bottom surfaces of the connecting plates (12) on the two sides of the bearing beam (11) are respectively fixedly connected with the side surfaces of the first supporting columns (14) through second inclined plates (13).
8. The plant improvement and reinforcement device of claim 4, characterized in that: the top surface of the connecting plate (12) is fixedly connected with the bottom surface of the roof (6) through a connecting bracket.
9. The plant improvement and reinforcement device of claim 7, characterized in that: the roof (6) is a double-inclined-surface roof arranged in an inverted V shape, the connecting plates (12) on the two sides of the bearing beam (11) are fixedly connected with the bottom surface of the roof (6) through third inclined plates (5) respectively at the top surface positions, and an included angle formed by the third inclined plates (5) and one end of the lower edge of the roof (6) is an obtuse angle; the middle part of the third inclined plate (5) is fixedly connected with the connecting plate (12) through a fixing column (10).
10. The plant improvement and reinforcement device according to any one of claims 1 to 9, characterized in that: a cement layer (17) on the wall (16) and positioned outside the workshop is fixedly connected with the base (1) through a first inclined plate (3); the top end of the wall body (16) is fixedly connected with the bottom surface of the roof (6) through the connecting column (4).
CN201921678542.9U 2019-10-09 2019-10-09 Workshop reconstruction reinforcing device Active CN210888144U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921678542.9U CN210888144U (en) 2019-10-09 2019-10-09 Workshop reconstruction reinforcing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921678542.9U CN210888144U (en) 2019-10-09 2019-10-09 Workshop reconstruction reinforcing device

Publications (1)

Publication Number Publication Date
CN210888144U true CN210888144U (en) 2020-06-30

Family

ID=71324085

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201921678542.9U Active CN210888144U (en) 2019-10-09 2019-10-09 Workshop reconstruction reinforcing device

Country Status (1)

Country Link
CN (1) CN210888144U (en)

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