Temporary reinforcing equipment for increasing translation process of cultural relic building

Abstract

The utility model relates to the technical field of cultural relic building movement, in particular to temporary reinforcing equipment for increasing the translation process of a cultural relic building, which comprises an underpinning system edge beam, and a longitudinal underpinning system double-underpinning clamping beam is fixedly arranged on the inner side of the underpinning system edge beam. The longitudinal underpinning system double-underpinning clamping beam is vertically provided with a transverse underpinning system double-underpinning clamping beam fixed on the inner side of the underpinning system edge beam; the lower ends of the reinforcing combined trusses are fixedly connected with the underpinning system edge beam and the transverse underpinning system double-underpinning clamping beam, supporting beams between the trusses are fixedly connected between the reinforcing combined trusses, and the number of the supporting beams between the trusses is multiple. According to the temporary reinforcing equipment for increasing the translation process of the cultural relic building, the bottoms of the building relics can be supported by arranging the longitudinal underpinning system double underpinning clamping beams and the transverse underpinning system double underpinning clamping beams, and the side faces of the building relics can be supported by arranging the reinforcing combined trusses; and the stability of the cultural relic building in the translation process is ensured.

Description

Technical Field

[0001] The utility model relates to the technical field of cultural relic building movement, in particular to a temporary reinforcement device for a cultural relic building translation process. Background Art

[0002] Old city renovation refers to the partial or overall, step-by-step transformation and renewal of the entire material living environment of old cities in order to fundamentally improve their working, living services, and rest conditions. It reflects the process of urban development, urban spatial planning and organization, and the improvement of buildings and social welfare facilities; it also represents material achievements, reflecting the current state of buildings and welfare facilities. Old city renovation is an ongoing process that depends on the direction and speed of urban development. With the development of the urban economy, in order to meet the needs of the approved current round of detailed urban planning, the expansion and rerouting of old urban infrastructure that does not conform to the planned development, the demolition and reconstruction of factories, mines, enterprises, commerce, and houses, and the expansion and construction of green spaces and public cultural, educational, and entertainment venues are implemented. Old city renovation is an important part of the new round of detailed urban development planning. It is also an important way to intensively utilize urban land and continuously improve land use efficiency. It is also a necessary measure to make the urban structure layout more reasonable and improve the different functions of the city.

[0003] Cultural relics and historical buildings are generally built a long time ago, reaching hundreds or even thousands of years. In addition, due to the low level of materials, craftsmanship and construction technology during the construction period, the integrity of the buildings is extremely poor, making them difficult to move. Temporary reinforcement during the movement process is crucial to the integrity of cultural relics or historical buildings after the movement. Therefore, a temporary reinforcement device is needed to solve the above problem. Utility Model Content

[0004] The purpose of the embodiment of the utility model is to provide a temporary reinforcement device for the translation process of a cultural relic building, aiming to solve the problems mentioned in the background technology.

[0005] An embodiment of the present utility model is achieved as follows: a temporary reinforcement device for increasing the translation process of a cultural relic building, comprising: a side beam of a support system, a longitudinal double support clamping beam of a support system fixedly arranged on the inner side of the side beam of the support system, a transverse double support clamping beam of the support system fixed on the inner side of the side beam of the support system is vertically arranged on the longitudinal double support clamping beam of the support system, the longitudinal double support clamping beam of the support system and the transverse double support clamping beam of the support system are used to support the bottom of the cultural relic building; a reinforcement combination truss is provided, which has multiple lower ends fixedly connected to the side beams of the support system and the transverse double support clamping beam of the support system, and is used to limit the four sides of the cultural relic building, and an inter-truss support beam is fixedly connected between the multiple reinforcement combination trusses, and a plurality of inter-truss support beams are provided.

[0006] Preferably, the reinforced composite truss includes: a rear chord, the lower end of which is fixedly connected to the side beam of the support system by casting, and a front chord cast on the double support clamping beam of the transverse support system is provided on one side of the rear chord; a truss column foot cross web, which is welded to the rear chord and the front chord and is arranged on the lower side of the rear chord and the front chord, and a transverse web welded to the chord and the front chord is provided on the upper side of the truss column foot cross web, and a plurality of transverse webs are provided; a truss middle cross web, which is welded to the rear chord and the front chord and is arranged between the plurality of transverse webs, and a sealing diagonal web is welded to the upper end of the rear chord and the front chord.

[0007] Preferably, the cross-sectional size of the rear chord is 100*100*5, and the material is Q235B; the cross-sectional size of the front chord is 100*100*5, and the material is Q235B; the cross-sectional size of the truss column foot cross web is 100*100*5, and the material is Q235B; the cross-sectional size of the transverse web is 60*60*5, and the material is Q235B; the cross-sectional size of the middle cross web of the truss is 100*100*5, and the material is Q235B.

[0008] The temporary reinforcement equipment provided by the utility model during the translation process of a cultural relic building can support the bottom of the building cultural relic by arranging a longitudinal support system double support beam and a transverse support system double support beam, and can support the side of the building cultural relic by arranging a reinforced combined truss, thereby ensuring the stability of the cultural relic building during the translation process and having strong practicality. BRIEF DESCRIPTION OF THE DRAWINGS

[0009] Figure 1 To add a schematic diagram of temporary reinforcement equipment during the translation process of the cultural relic building.

[0010] Figure 2 Schematic diagram of the reinforced composite truss used to provide temporary reinforcement equipment during the translation process of a cultural relic building.

[0011] In the attached figure: 1- side beam of underpinning system, 2- double underpinning clamp beam of longitudinal underpinning system, 3- double underpinning clamp beam of transverse underpinning system, 4- reinforced composite truss, 5- support beam between trusses, 41- rear chord, 42- front chord, 43- cross web of truss column foot, 44- transverse web, 45- middle cross web of truss, 46- closing diagonal web. DETAILED DESCRIPTION

[0012] In order to make the purpose, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the present invention and do not limit the present invention.

[0013] The specific implementation of the present invention is described in detail below with reference to specific embodiments.

[0014] See also Figure 1 The embodiment of the present invention provides a temporary reinforcement device for a cultural relic building during translation, the temporary reinforcement device for a cultural relic building during translation comprising:

[0015] The supporting system side beam 1, the supporting system side beam 1 is fixedly provided with a longitudinal supporting system double supporting clamping beam 2 on the inner side, the longitudinal supporting system double supporting clamping beam 2 is vertically provided with a transverse supporting system double supporting clamping beam 3 fixed on the inner side of the supporting system side beam 1, the longitudinal supporting system double supporting clamping beam 2 and the transverse supporting system double supporting clamping beam 3 are used to support the bottom of the cultural relic building; the reinforced combined truss 4 is provided with multiple and the lower end is fixedly connected to the supporting system side beam 1 and the transverse supporting system double supporting clamping beam 3, which is used to limit the four sides of the cultural relic building, and the multiple reinforced combined trusses 4 are fixedly connected with inter-truss support beams 5, and there are multiple inter-truss support beams 5.

[0016] By fixing multiple longitudinal support system double support clamp beams 2 and transverse support system double support clamp beams 3 to the support system side beams 1, multiple longitudinal support system double support clamp beams 2 and transverse support system double support clamp beams 3 can support the bottom of the cultural relic building, and the sides of the building cultural relics can be supported and limited by the reinforced combined trusses 4, and the inter-truss support beams 5 can reinforce the reinforced combined trusses 4, thereby greatly improving the integrity of the building during the translation process, and achieving the effect of the cultural relics or historical buildings being intact after translation to the new site.

[0017] like Figure 2 As shown, as a preferred embodiment of the present invention, the reinforced composite truss 4 includes: a rear chord 41, the lower end of which is fixedly connected to the side beam 1 of the support system by casting, and a front chord 42 cast on the double support clamping beam 3 of the transverse support system is provided on one side of the rear chord 41; a truss column foot cross web 43, which is welded to the rear chord 41 and the front chord 42 and is arranged on the lower side of the rear chord 41 and the front chord 42, and a transverse web 44 welded to the chord 41 and the front chord 42 is provided on the upper side of the truss column foot cross web 43, and a plurality of transverse webs 44 are provided; a truss middle cross web 45, which is welded to the rear chord 41 and the front chord 42 and is arranged between the plurality of transverse webs 44, and a sealing diagonal web 46 is welded to the upper end of the rear chord 41 and the front chord 42.

[0018] like Figure 2As shown, as a preferred embodiment of the present invention, the cross-sectional size of the rear chord 41 is 100*100*5, and the material is Q235B; the cross-sectional size of the front chord 42 is 100*100*5, and the material is Q235B, the cross-sectional size of the truss column foot cross web 43 is 100*100*5, and the material is Q235B; the cross-sectional size of the transverse web 44 is 60*60*5, and the material is Q235B, and the cross-sectional size of the truss middle cross web 45 is 100*100*5, and the material is Q235B.

[0019] By providing a plurality of transverse web members 44 , truss intermediate cross web members 45 and truss intermediate cross web members 45 , the rear chord member 41 and the front chord member 42 can be reinforced, thereby ensuring the overall stability of the reinforced composite truss 4 while saving materials.

[0020] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent replacements and improvements made within the spirit and principles of the present invention should be included in the scope of protection of the present invention.

Claims

1. A temporary reinforcement device for the translation process of a cultural relic building, comprising a support system side beam, characterized in that: A longitudinal underpinning system double underpinning clamping beam is fixedly arranged on the inner side of the underpinning system side beam, and a transverse underpinning system double underpinning clamping beam fixed on the inner side of the underpinning system side beam is vertically arranged on the longitudinal underpinning system double underpinning clamping beam. The longitudinal underpinning system double underpinning clamping beam and the transverse underpinning system double underpinning clamping beam are used to support the bottom of the cultural relic building; The reinforced combined trusses are provided with multiple ones, and the lower ends are fixedly connected to the side beams of the support system and the double support beams of the transverse support system, and are used to limit the four sides of the cultural relic building. The multiple reinforced combined trusses are fixedly connected with inter-truss support beams, and there are multiple inter-truss support beams.

2. The temporary reinforcement device for adding translational reinforcement to a cultural relic building according to claim 1 is characterized in that: The reinforced composite truss comprises: A rear chord, the lower end of which is fixedly connected to the side beam of the underpinning system by casting, and a front chord cast on the double underpinning clamping beam of the transverse underpinning system is provided on one side of the rear chord; The cross web of the truss column foot is welded to the rear chord and the front chord and is arranged on the lower side of the rear chord and the front chord. The upper side of the cross web of the truss column foot is provided with a transverse web welded to the chord and the front chord, and a plurality of transverse webs are provided. The middle cross web of the truss is welded to the rear chord and the front chord and is arranged between the plurality of transverse webs. The upper ends of the rear chord and the front chord are welded with closed diagonal webs.

3. The temporary reinforcement device for adding translational reinforcement to a cultural relic building according to claim 2 is characterized in that: The cross-sectional size of the rear chord is 100*100*5, and the material is Q235B; the cross-sectional size of the front chord is 100*100*5, and the material is Q235B; the cross-sectional size of the truss column foot cross web is 100*100*5, and the material is Q235B; the cross-sectional size of the transverse web is 60*60*5, and the material is Q235B; the cross-sectional size of the middle cross web of the truss is 100*100*5, and the material is Q235B.

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