Old house reinforcing device

By designing an old house reinforcement device including an adjustment device, the problem that the steel tie rod reinforcement method in the prior art cannot adjust the prestress, the stability, load-bearing capacity and bending resistance of the reinforced structure are improved, and the safety of the structure is improved.

CN222894048UActive Publication Date: 2025-05-23CHINA CONSTR SCI & IND CORP LTD
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Patent Information

Application Number
CN202421006559.0
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-05-08
Publication Date
2025-05-23
Estimated Expiration
2034-05-08

AI Technical Summary

Technical Problem

The existing steel tie rod reinforcement method cannot adjust the prestress, which makes it difficult to accurately control when reinforced in large span space, which may lead to deformation or breaking of the steel tie rod, or the reinforcement effect cannot be fully exerted.

Method used

An old house reinforcement device is designed, including a first connecting rod, a second connecting rod, a support rod and an adjustment device. The tension between the first connecting rod and the second connecting rod is driven by the adjustment device, the stability and load-bearing capacity of the entire structure are adjusted, the bending resistance of the structure is increased, and the safety of the structure is increased.

Benefits of technology

The prestress is accurately adjusted through the adjustment device, which improves the stability and load-bearing capacity of the reinforced structure, enhances bending resistance, improves the safety of the structure, and meets the prestress requirements under different factory requirements and environmental conditions.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model provides an old house reinforcing device, which belongs to the technical field of building construction, and comprises a first connecting rod, a second connecting rod, a third connecting rod and a fourth connecting rod, the second connecting rod and the first connecting rod are coaxially and transversely arranged, and the first end of the second connecting rod is used for being connected with the side wall of the house; one end of the supporting rod is connected with the first connecting rod or the second connecting rod, and the other end of the supporting rod is connected with the roof of the house; the two ends of the adjusting device are detachably connected with the second end of the first connecting rod and the second end of the second connecting rod respectively; the adjusting device can drive the first connecting rod to be far away from or close to the second connecting rod; according to the utility model, the tension between the first connecting rod and the second connecting rod is adjusted through the adjusting device, so that the stability and the bearing capacity of the whole structure are adjusted, the bending resistance of the structure is improved, and the safety of the structure is improved.
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Description

Technical Field

[0001] The utility model relates to the technical field of building construction, in particular to an old house reinforcement device. Background Art

[0002] The factories in the 1960s generally adopted a triangular roof system. Most of the roof beams were made of concrete. However, as time went by, these factories had experienced decades of wind and rain, and the concrete materials gradually showed signs of aging and cracking, which seriously threatened the structural safety of the factories. In order to ensure that these factories could continue to be used safely, necessary reinforcement work had to be carried out.

[0003] Steel tie rod reinforcement is a common and effective option. However, in the actual reinforcement process, when dealing with steel tie rod reinforcement of large span spaces, the steel tie rods in the prior art can only apply prestress at the ends of the steel tie rods. The magnitude of this prestress is often difficult to accurately control. If the prestress is too large, it may cause the steel tie rod to deform too much or break during the stress process; if the prestress is too small, the reinforcement effect of the steel tie rod may not be fully exerted. Utility Model Content

[0004] Therefore, the technical problem to be solved by the utility model is to overcome the defect that the steel tie rod reinforcement method in the prior art cannot adjust the prestress, thereby providing an old house reinforcement device.

[0005] In order to solve the above technical problems, the utility model provides an old house reinforcement device, comprising: a first connecting rod, arranged transversely, wherein the first end of the first connecting rod is used to be connected to the side wall of the house;

[0006] a second connecting rod, the second connecting rod being coaxially arranged with the first connecting rod and laterally arranged, the first end of the second connecting rod being used for connecting with the side wall of the house;

[0007] A support rod is vertically arranged, one end of the support rod is connected to the first connecting rod or the second connecting rod, and the other end of the support rod is connected to the roof of the house;

[0008] An adjusting device, wherein both ends of the adjusting device are detachably connected to the second end of the first connecting rod and the second end of the second connecting rod respectively; the adjusting device can drive the first connecting rod to move away from or closer to the second connecting rod.

[0009] Preferably, one end of the adjusting device is rotatably connected to the first connecting rod, and the other end of the adjusting device is threadedly connected to the second connecting rod.

[0010] Preferably, the adjusting device is threadedly connected to the first connecting rod, and threads at both ends of the adjusting device are opposite.

[0011] Preferably, the adjusting device is provided on the supporting rod, and the supporting rod is connected to the roof via the adjusting device.

[0012] Preferably, a fixing plate is detachably provided on the roof, and the fixing plate is detachably connected to the supporting rod.

[0013] Preferably, a through hole for the support rod to pass through is provided on the fixing plate, and the end of the support rod is a first connector, and the first connector passes through the through hole on the fixing plate and is connected to the roof.

[0014] Preferably, the fixing plate is connected to the roof by fasteners passing through the fixing plate.

[0015] Preferably, the fastener is a bolt.

[0016] Preferably, a plurality of through holes for the support rod to pass through are arranged at intervals on the first connecting rod and the second connecting rod, and a second connector for passing through the through holes is arranged at the end of the support rod.

[0017] Preferably, the first connector and the second connector are arc-shaped.

[0018] The technical solution of the utility model has the following advantages:

[0019] 1. The old house reinforcement device provided by the utility model adjusts the tension between the first connecting rod and the second connecting rod through the adjusting device, thereby adjusting the stability and bearing capacity of the entire structure, increasing the bending resistance of the structure, and increasing the safety of the structure.

[0020] 2. The old house reinforcement device provided by the utility model rotates the adjustment device, and while the adjustment device and the first connecting rod rotate, the second connecting rod and the adjustment device move, causing the first connecting rod and the second connecting rod to move closer or farther away, thereby adjusting the prestress. By threading the adjustment device and the second connecting rod, the connection strength and stability between the adjustment device and the second connecting rod are higher, and the threaded connection can provide more precise adjustment.

[0021] 3. The old house reinforcement device provided by the utility model can accurately adjust the supporting force of the support rod on the roof through the adjustment device, so that the supporting force can reach the required appropriate level to meet the stability of the roof structure, prevent the roof from collapsing, and extend the service life of the roof. BRIEF DESCRIPTION OF THE DRAWINGS

[0022] In order to more clearly illustrate the specific implementation methods of the utility model or the technical solutions in the prior art, the drawings required for use in the specific implementation methods or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are some implementation methods of the utility model. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

[0023] Figure 1 A front view of an existing building reinforcement device provided in one embodiment of the utility model;

[0024] Figure 2 for Figure 1 Left view of the connection between the support rod and the concrete beam;

[0025] Figure 3 for Figure 1 The front view of the angle steel connecting two sections of concrete beam;

[0026] Figure 4 for Figure 1 A front view of the adjusting device in FIG.

[0027] Figure 5 for Figure 1 A front view of the first connecting rod in the figure being connected to the side wall of the house.

[0028] Description of reference numerals:

[0029] 1. First connecting rod; 2. Second connecting rod; 3. Support rod; 4. Adjustment device; 5. Nut; 6. Fixing plate; 7. First connector; 8. Reinforcement plate; 9. Concrete beam; 10. Gasket. DETAILED DESCRIPTION

[0030] The technical solution of the utility model will be described clearly and completely below in conjunction with the accompanying drawings. Obviously, the described embodiments are part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0031] In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc., indicating the orientation or positional relationship, are based on the orientation or positional relationship shown in the drawings, and are only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as limiting the present invention. In addition, the terms "first", "second", and "third" are used for descriptive purposes only, and cannot be understood as indicating or implying relative importance.

[0032] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "installation", "connection" and "connection" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be indirectly connected through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0033] In addition, the technical features involved in the different embodiments of the present invention described below can be combined with each other as long as they do not conflict with each other.

[0034] The old house reinforcement device provided in this embodiment is used to reinforce old houses with triangular roofs.

[0035] like Figure 1 , Figure 2 , Figure 3As shown, a specific implementation of the old house reinforcement device provided in this embodiment includes: a first connecting rod 1, a second connecting rod 2, a support rod 3 and an adjustment device 4. A reinforcement plate 8 is provided on the concrete beam 9 at the top of the triangular roof, and the reinforcement plate 8 is arranged in the middle position of the two sections of concrete beams 9. The first connecting rod 1 is arranged horizontally, and the first end of the first connecting rod 1 is used to connect with the side wall of the house; the ends of the first connecting rod 1 and the second connecting rod 2 are respectively connected to the side wall of the house through steel gaskets 10. The first end of the second connecting rod 2 is used to connect with the side wall of the house; the second connecting rod 2 is coaxially arranged with the first connecting rod 1, and the adjustment device 4 is arranged between the second connecting rod 2 and the first connecting rod 1, and the first connecting rod 1 is driven away from or close to the second connecting rod 2 by the adjustment device 4, so as to adjust the preload between the first connecting rod 1, the second connecting rod 2 and the side wall of the house. The support rod 3 is arranged vertically, one end of the support rod 3 is connected to the first connecting rod 1 or the second connecting rod 2, and the other end is connected to the roof of the house, so that the support rod 3 can provide a certain support force to the roof, thereby sharing the weight of the roof of the house and extending the service life of the house; the two ends of the adjustment device 4 are detachably connected to the second end of the first connecting rod 1 and the second end of the second connecting rod 2 respectively; the adjustment device 4 can drive the first connecting rod 1 to move away from or close to the second connecting rod 2, so as to adjust the tension between the first connecting rod 1 and the second connecting rod 2 through the adjustment device 4, thereby adjusting the stability and bearing capacity of the entire structure, increasing the bending resistance of the structure, and increasing the safety of the structure. At the same time, the adjustment device 4 can adjust the structure according to actual needs, meet the prestressing requirements under different factory requirements and environmental conditions, and increase the flexibility and adjustability of the structure.

[0036] like Figure 4 As shown, in this embodiment, one end of the adjusting device 4 is rotatably connected to the first connecting rod 1, and the other end of the adjusting device 4 is threadedly connected to the second connecting rod 2. At this time, by rotating the adjusting device 4, while the adjusting device 4 and the first connecting rod 1 rotate, the second connecting rod 2 and the adjusting device 4 move, causing the first connecting rod 1 and the second connecting rod 2 to move closer or farther away, thereby adjusting the prestress. By threading the adjusting device 4 and the second connecting rod 2, the connection strength and stability between the adjusting device 4 and the second connecting rod 2 are higher, and the threaded connection can provide more precise adjustment. In addition, as an alternative embodiment, one end of the adjusting device 4 is threadedly connected to the first connecting rod 1 and rotatably connected to the second connecting rod 2. In addition, as an alternative embodiment, the adjusting device 4 can also be set as a hydraulic device, and the prestress is adjusted by driving the driving end of the hydraulic device.

[0037] like Figure 4As shown, in this embodiment, the adjusting device 4 is threadedly connected to the first connecting rod 1, and the threads at both ends of the adjusting device 4 are opposite. At this time, rotating the adjusting device 4 will simultaneously adjust the first connecting rod 1 and the second connecting rod 2, and the adjustment speed is faster and more efficient. In addition, as an alternative embodiment, the adjusting device 4 can also be threadedly connected only to the second connecting rod 2.

[0038] like Figure 2 As shown, in this embodiment, the support rod 3 is provided with the adjustment device 4, and the support rod 3 is connected to the roof through the adjustment device 4. At this time, the support force of the support rod 3 on the roof can be accurately adjusted through the adjustment device 4, so that the support force can reach the required appropriate level to meet the stability of the roof structure, and can also prevent the roof from collapsing and extend the service life of the roof. Specifically, the adjustment device 4 is arranged in the middle position of the support rod 3, that is, the support rod 3 is divided into two independent sections, and the two ends of the adjustment device 4 are respectively connected to the two sections of the support rod 3, and the two support rods 3 are driven to move closer or farther away from each other, so as to adjust the support force of the support rod 3 on the roof. The two ends of the adjustment device 4 are respectively threadedly connected to the support rod 3, and the threads at the two ends are opposite, so that the two support rods 3 move when the adjustment device 4 is rotated. In addition, as a replaceable embodiment, the adjustment device 4 may not be arranged on the support rod 3.

[0039] like Figure 2 As shown, in this embodiment, a fixing plate 6 is detachably provided on the roof. The fixing plate 6 is an angle steel in the prior art. The angle steel has two long steel strips with two sides perpendicular to each other and an angle, and has a strong load-bearing capacity. One side of the angle steel is attached to the roof, and the other side is detachably connected to the support rod 3. At this time, the support rod 3 can be disassembled more conveniently, which is convenient for replacing or repairing the support rod 3. At the same time, the detachable design can provide greater flexibility, and the layout and position of the support rod 3 can be adjusted according to actual needs. In addition, as a replaceable embodiment, the support rod 3 can be directly connected to the roof by bolts.

[0040] like Figure 2 As shown, in this embodiment, the fixing plate 6 is provided with a through hole for the support rod 3 to pass through, and the end of the support rod 3 has a first connector 7. After the first connector 7 of the support rod 3 passes through the through hole, a part of the first connector 7 is snapped into the through hole, that is, the first connector 7 does not completely pass through the through hole, and a part of the first connector 7 is snapped into the through hole to form a fixation, at which time the support rod 3 and the first connector 7 can be quickly installed and removed. In addition, as an alternative embodiment, the support rod 3 can be fixedly connected to the fixing plate 6. In addition, as an alternative embodiment, the support rod 3 can be connected to the fixing plate 6 by bolts.

[0041] like Figure 2 As shown, in this embodiment, the fixing plate 6 is connected to the roof through a fastener passing through the fixing plate 6, and the fastener is a bolt. The fixing plate 6 is an angle steel, and the bolt passes through the fixing plate 6 to connect with the roof. At this time, the bolt can strengthen the connection strength between the angle steel and the house, and at the same time, it is easier to disassemble the support rod 3, which is convenient for later maintenance. In addition, as an alternative embodiment, the fastener can also be set as a stud.

[0042] like Figure 1 As shown, in this embodiment, a plurality of through holes for the support rod 3 to pass through are arranged at intervals on the first connecting rod 1 and the second connecting rod 2, and a second plug-in piece for passing through the through hole is arranged at the end of the support rod 3, and the second plug-in piece at the end of the support rod 3 is inserted into the through hole to form a support fixation. The support rod 3 can select the through hole at a suitable position for plugging according to actual needs, saving time and labor costs. In addition, as an alternative embodiment, a plurality of through holes can be arranged only on the second connecting rod 2.

[0043] like Figure 2 As shown, in this embodiment, the first connector 7 and the second connector are arc-shaped, that is, the arc-shaped first connector 7 and the second connector are similar to hooks, which can provide a more secure connection after passing through the through hole and the through hole to prevent the support rod 3 from being separated and shaking. In addition, as an alternative embodiment, the first connector 7 and the second connector are cylindrical with a front end diameter smaller than a rear end diameter.

[0044] The installation method of the old house reinforcement device is as follows: Use a reinforcement plate 8 to connect two sections of concrete beams 9 on the top of the triangular roof, where the reinforcement plate 8 is an angle steel. Then, according to the span of the house, select the first connecting rod 1 and the second connecting rod 2 of appropriate length, and install the adjustment device 4 to one-third of the overall length. Figure 5 As shown, a hole is opened on the side wall of the original house, and after the ends of the first connecting rod 1 and the second connecting rod 2 are passed through the house, a gasket 10 is first placed on the ends of the first connecting rod 1 and the second connecting rod 2, and a nut 5 is screwed to the ends of the first connecting rod 1 and the second connecting rod 2 to abut against the gasket 10. The first connecting rod 1 and the second connecting rod 2 are connected by an adjustment device 4, and the two ends of the adjustment device 4 are respectively threadedly connected to the first connecting rod 1 and the second connecting rod 2, and the threads of the two are opposite. The prestress between the first connecting rod 1 and the second connecting rod 2 is adjusted by screwing the adjustment device 4. After adjustment, the vibrating string method is used to measure whether the prestress meets the standard. Among them, one end of the support rod 3 passes through the through hole on the second connecting rod 2, and the other end passes through the through hole on the fixing plate 6, forming a supporting force for the roof, thereby adjusting the stability and bearing capacity of the entire structure, increasing the bending resistance of the structure, and increasing the safety of the structure.

[0045] Obviously, the above embodiments are merely examples for the purpose of clear explanation, and are not intended to limit the implementation methods. For those skilled in the art, other different forms of changes or modifications can be made based on the above description. It is not necessary and impossible to list all the implementation methods here. The obvious changes or modifications derived from these are still within the scope of protection of the present utility model.

Claims

1. An old building reinforcement device, characterized in that: include: A first connecting rod (1) is arranged transversely, wherein a first end of the first connecting rod (1) is used to be connected to a side wall of a house; A second connecting rod (2), the second connecting rod (2) being coaxially arranged with the first connecting rod (1) and transversely arranged, and the first end of the second connecting rod (2) being used for connecting with the side wall of the house; A support rod (3) is arranged vertically, one end of the support rod (3) is connected to the first connecting rod (1) or the second connecting rod (2), and the other end is connected to the roof of the house; An adjusting device (4), wherein two ends of the adjusting device (4) are detachably connected to the second end of the first connecting rod (1) and the second end of the second connecting rod (2), respectively; the adjusting device (4) is capable of driving the first connecting rod (1) to move away from or closer to the second connecting rod (2).

2. The old building reinforcement device according to claim 1, characterized in that: One end of the adjusting device (4) is rotatably connected to the first connecting rod (1), and the other end of the adjusting device (4) is threadedly connected to the second connecting rod (2).

3. The old building reinforcement device according to claim 2, characterized in that: The adjusting device (4) is threadedly connected to the first connecting rod (1), and the threads at both ends of the adjusting device (4) are opposite.

4. The old building reinforcement device according to any one of claims 1 to 3, characterized in that: The support rod (3) is provided with the adjusting device (4), and the support rod (3) is connected to the roof via the adjusting device (4).

5. The old building reinforcement device according to claim 4, characterized in that: A fixing plate (6) is detachably provided on the roof, and the fixing plate (6) is detachably connected to the support rod (3).

6. The old building reinforcement device according to claim 5, characterized in that: The fixing plate (6) is provided with a through hole for the support rod (3) to pass through, and the end of the support rod (3) is a first plug-in connector (7), and the first plug-in connector (7) passes through the through hole on the fixing plate (6) and is connected to the roof.

7. The old building reinforcement device according to claim 6, characterized in that: The fixing plate (6) is connected to the roof via fasteners passing through the fixing plate (6).

8. The old building reinforcement device according to claim 7, characterized in that: The fastener is a bolt.

9. The old building reinforcement device according to claim 6, characterized in that: The first connecting rod (1) and the second connecting rod (2) are provided with a plurality of through holes for the support rod (3) to pass through at intervals, and the end of the support rod (3) is provided with a second plug-in component for passing through the through hole.

10. The old building reinforcement device according to claim 9, characterized in that: The first plug-in connector (7) and the second plug-in connector are arc-shaped.