CN214532067U - A structure of rectifying for stone memorial archway - Google Patents

Abstract

The utility model belongs to the technical field of ancient building structure is restoreed and specifically relates to a structure of rectifying for stone memorial archway is related to, including installing the mounting on every stand, the both sides of mounting are equipped with the ejector pin of slope respectively, the high-end of ejector pin articulates on the mounting, subaerial the placing support that is used for supporting the ejector pin, the support is including two spinal branchs that distribute in the stand both sides support the mobile jib, the low side of homonymy ejector pin all slides on supporting the mobile jib, it is equipped with drive assembly to correspond every ejector pin on the support mobile jib, drive assembly is used for ordering about the bottom that corresponds the ejector pin and is close to the stand, still be connected with many anti-tensile poles between two spinal branchs. This scheme has the effect of firm jacking stand to can make the operation of rectifying of stone memorial archway go on smoothly.

Description

A structure of rectifying for stone memorial archway

Technical Field

The application relates to the field of ancient building structure restoration, in particular to a deviation rectifying structure for a stone memorial archway.

Background

The memorial archway, an important building type in ancient buildings, is a building established in the enclosed society for representing the prince gay, the science foundation, the german political affairs and the faithful filial festival. Along with the increase of time, the phenomenon of slope and uneven settlement appears in more and more stone memorial archways, and the protection to ancient buildings needs to rectify and reinforce the stone memorial archways.

As shown in fig. 1, for a working condition schematic diagram for rectifying a deviation and reinforcing a memorial archway, the memorial archway includes stand 1 and crossbeam 2 of connection between stand 1, the both sides of every stand 1 all are fixed with joist 3 that the level set up, joist 3 is generally formed by shaped steel welding, the one end that stand 1 was kept away from to joist 3 is provided with jacking piece 4 of jacking joist 3, the bottom of jacking piece 4 is provided with the temporary support 5 of brick piling in subaerial, jack-up joist 3 simultaneously through two jacking pieces 4, two joist 3 will jack up jointly and correspond stand 1 of connecting, make stand 1 jack-up to design elevation position. If the upright post 1 has larger inclination, the upright post 1 finishes the correction of the vertical degree by pushing the jacking piece 4 at one side of the inclination direction of the upright post 1.

The final purpose of the deviation rectifying upright column is to reinforce the foundation of the stone memorial archway upright column, so that construction personnel need to manually dig out earthwork on the periphery of the foundation, and the purpose of reinforcing is achieved by pouring a new enlarged foundation. Under the influence of the excavated earthwork, the joist needs to have a certain length, so that the jacking piece and the support can have a certain distance from the upright post to vacate a space for excavating the earthwork. But longer joist length has also led to the jacking piece when jacking the joist simultaneously, and the one end of joist on the stand will receive very big moment of flexure, and the junction of joist and stand is very easily out of shape or even fracture, and the jacking of stand operation of rectifying a deviation will be unable to go on smoothly.

SUMMERY OF THE UTILITY MODEL

In order to smoothly rectify the upright post of the memorial archway, the application provides a rectification structure for the memorial archway.

The application provides a structure of rectifying for stone memorial archway adopts following technical scheme:

the utility model provides a structure of rectifying for stone memorial archway, including installing the mounting on every stand, the both sides of mounting are equipped with the ejector pin of slope respectively, the high-end of ejector pin articulates on the mounting, subaerial the support of being used for supporting the ejector pin of placing, the support is including distributing two spinal branchs supporting mobile jib in the stand both sides, the low side of homonymy ejector pin all slides on supporting the mobile jib, it is equipped with drive assembly to correspond every ejector pin on the supporting mobile jib, drive assembly is used for ordering about the bottom that corresponds the ejector pin and is close to the stand, still be connected with many anti-stretch-draw poles between two spinal branchs supporting mobile jib.

By adopting the technical scheme, when the driving assembly drives the lower end of the ejector rod to be close to the stand column, the component force of the high end of the ejector rod in the vertical direction is taken as the acting force for lifting the stand column, and the ejector rods on two sides of the same stand column jointly jack up the stand column to enable the stand column to be lifted to the required height. When the upright post only has the ejector rod on one side to work, the inclined upright post can be corrected to be in a vertical state. The reaction force that the ejector pin received component force transmits for supporting the mobile jib in the horizontal direction, makes two mobile jibs produce the trend of keeping away from each other, and through the setting of many stretch-proofing poles, makes the position of supporting the mobile jib can stabilize, and the ejector pin alright firmly jacking stand, thereby the operation of rectifying a deviation of stone memorial archway can go on smoothly. The position between two support mobile jib can make things convenient for constructor to excavate the earthwork to consolidate the basis of stand.

Preferably, every the stretch-proofing pole all wears to locate between two support mobile poles, and the support mobile pole is seted up the through-hole that supplies the stretch-proofing pole to pass, corresponds every stretch-proofing pole on the mobile pole and is equipped with the locking subassembly.

Through adopting above-mentioned technical scheme, support the mobile jib and can dismantle with the stretch-proofing pole and be connected, then can make things convenient for constructor equipment and dismantlement support, constructor passes the stretch-proofing pole and supports the mobile jib, then fixes the stretch-proofing pole through locking Assembly, can accomplish the equipment of support fast.

Preferably, the locking assembly comprises a plug connector which penetrates through the supporting main rod and the tensile rod at the same time, a jack through which the plug connector penetrates is formed in the supporting main rod, and a clamping hole through which the plug connector penetrates is formed in the tensile rod.

Through adopting above-mentioned technical scheme, the stretch-proofing pole passes the through-hole, and when the joint hole just was to the spliced eye, constructor ran through spliced eye and joint hole with the plug connector simultaneously, and the fixed connection of stretch-proofing pole and a bracing piece just accomplished, and the operation is very convenient.

Preferably, the joint hole sets up to a plurality ofly, and a plurality of joint holes are arranged along the length direction interval of tensile pole.

Through adopting above-mentioned technical scheme, the joint hole sets up to a plurality of backs, and the plug connector inserts different joint holes, and interval alright change between two spinal branch vaulting poles, constructor can be according to the topography of location to and the size of required excavation earthwork, adjust the distance between two spinal branch vaulting poles.

Preferably, the bottom of the supporting main rod is provided with a telescopic supporting leg.

Through adopting above-mentioned technical scheme, through the length of adjustment landing leg, the distance between two support mobile masts is changed in the cooperation, and the support can be applicable to more uneven topography, makes the support can support the ejector pin by the horizontally state all the time.

Preferably, drive assembly is including installing the slide rail on supporting the mobile jib, and the slide rail extends along two support mobile jib's of perpendicular to direction of arranging, and sliding connection has the slider on the slide rail, and the low side of ejector pin articulates on the slider, is equipped with the power spare that orders about the slider and slide on the slide rail.

Through adopting above-mentioned technical scheme, through the sliding connection of slider and slide rail, form the restraint that slides to ejector pin low side, make the ejector pin can jacking stand more steadily.

Preferably, every the slide rail uniform end is connected on supporting the mobile jib, and the other end of slide rail extends and has cup jointed the support sub-pole towards the direction of stand, supports the sub-pole and cup joints with many slide rails of homonymy simultaneously, supports the sub-pole and connects between many stretch-proofing poles.

Through adopting above-mentioned technical scheme, the single-end of slide rail is established on supporting the mobile jib, is guaranteeing under the prerequisite that the ejector pin can jack up the stand smoothly, and supporting the mobile jib then can and there is bigger interval between the stand to supply the workman earthwork of executing. The support auxiliary rod is used for supporting one end, close to the stand column, of the slide rail, and the negative bending moment at the root of the slide rail is reduced, so that the slide rail is not prone to inclined deformation.

Preferably, the fixing part comprises two clamping plates for clamping the stand column, each clamping plate is correspondingly hinged with one ejector rod, and the two clamping plates are fixed in a split manner through bolts.

Through adopting above-mentioned technical scheme, constructor supports two splint simultaneously and leans on the stand, presss from both sides tight stand simultaneously with two splint through many pieces of bolts, and the jacking force that the ejector pin transmission comes will turn into the frictional force between splint and the stand, relies on this frictional force jack-up stand. The installation of mounting is very convenient, connects ejector pin and stand for the constructor and has provided convenience.

In summary, the present application includes at least one of the following beneficial technical effects:

1. through the arrangement of the fixing piece, the ejector rod, the supporting main rod, the driving assembly and the tensile rod, the ejector rod can more stably jack the upright post, and the deviation rectifying operation of the stone memorial archway can be smoothly carried out;

2. through the arrangement of the through hole and the locking assembly, constructors can conveniently disassemble and assemble the bracket;

3. through the setting of supporting the auxiliary rod, can the stable support slide rail for the slide rail is difficult to the slope deformation.

Drawings

FIG. 1 is a schematic diagram of a working condition structure of a correction of a memorial archway in the related art;

FIG. 2 is a schematic structural diagram of a working condition for correcting the deviation of the housing of the stone slab in the embodiment of the application;

fig. 3 is an enlarged schematic view of portion a of fig. 2, showing primarily the drive assembly and the locking assembly.

Description of reference numerals: 1. a column; 2. a cross beam; 3. a joist; 4. a jacking piece; 5. a support; 6. a fixing member; 61. a splint; 62. a bolt; 7. a top rod; 8. a support; 81. supporting the main rod; 82. a tensile bar; 83. a drive assembly; 831. a slide rail; 832. a slider; 833. a jack; 84. a through hole; 85. a locking assembly; 851. a plug-in unit; 852. inserting holes; 853. a clamping hole; 86. a support sub-rod; 87. and (7) supporting legs.

Detailed Description

The present application is described in further detail below with reference to figures 2-3.

The embodiment of the application discloses a deviation rectifying structure for a stone memorial archway. Referring to fig. 2, the deviation rectifying structure comprises a fixing piece 6 installed on each upright post 1, a support 8 is placed on the ground, and the four upright posts 1 of the housing are all located in the support 8 and are arranged at intervals with the support 8. Every stand 1's both sides all are equipped with the ejector pin 7 of slope, the direction of arranging of two ejector pins 7 of same group is perpendicular with stand 1's the direction of arranging, ejector pin 7 is high-end articulated with mounting 6, the low side of ejector pin 7 is connected on support 8, support 8 is as ejector pin 7's supporting platform, stand 1 that two ejector pins 7 of same group were connected is jointly jacked, supply the workman to excavate the earthwork with stand 1 spaced position in the middle of the support 8, consolidate stand 1's basis again.

Referring to fig. 2, the fixing member 6 of each of the columns 1 is identical in structure. The fixing member 6 includes clamping plates 61 respectively located at two opposite sides of the vertical column 1, and the clamping plates 61 are located on the side of the vertical column 1 parallel to the arrangement direction of the vertical column 1. The width on the splint 61 horizontal direction is greater than the side width of splint 61 place stand 1, wears to be equipped with many pieces of bolts 62 on the position that splint 61 both sides extend the stand 1 side, and two splint 61 are passed simultaneously to bolt 62, and constructor realizes that two splint 61 press from both sides tight stand 1 through screwing split bolt 62.

Referring to fig. 2, the push rods 7 are hinged on the side wall of the clamp plate 61 far away from the upright post 1, and the push rods 7 on both sides of the upright post 1 are arranged in mirror symmetry with the center of the upright post 1. The support 8 supports the mobile jib 81 including two that distribute in stand 1 both sides, supports the mobile jib 81 level setting to support the mobile jib 81 and extend along the length direction of stand 1, four stands 1 all are located the projection range of supporting the mobile jib 81 towards the stand 1 direction. Three horizontal stretch-proofing poles 82 are connected between two supporting main poles 81, the three stretch-proofing poles 82 are parallel to each other, the stretch-proofing poles 82 are arranged along the length direction of the supporting main poles 81 at equal intervals, wherein one stretch-proofing pole 82 in the middle passes through the upright post 1, and the two stretch-proofing poles 82 on two sides are positioned outside the memorial archway.

Referring to fig. 2 and 3, the lower end of each ejector rod 7 is slidably connected to the supporting main rod 81 on the same side, the lower end of each ejector rod 7 horizontally slides along the direction perpendicular to the supporting main rod 81, four sets of driving assemblies 83 are respectively arranged on the supporting main rod 81 corresponding to the four ejector rods 7 on the same side, the driving assemblies 83 are used for driving the lower ends of the corresponding supporting rods to be close to the upright posts 1, the driving assemblies 83 on the same side have the same structure, and the driving assemblies 83 on the two sides of the housing are arranged in mirror symmetry. The driving assembly 83 includes a slide rail 831 fixedly connected to the supporting main rod 81, the slide rail 831 is horizontally disposed, a length direction of the slide rail 831 is perpendicular to a length direction of the supporting main rod 81, a slide block 832 is slidably connected to a top of the slide rail 831, the slide block 832 slides along the length direction of the slide rail 831, a lower end of a corresponding push rod 7 is hinged to the slide block 832, and a rotation axis of the lower end of the push rod 7 is also horizontally disposed. One side of the sliding block 832 far away from the upright post 1 is provided with a power piece, the power piece is a jack 833, and the jack 833 is fixedly installed on the sliding rail 831.

The constructor starts the jack 833 to push the sliding block 832 to slide towards the corresponding upright post 1, the sliding block 832 drives the lower end of the mandril 7 to be close to the upright post 1, the component force of the high end of the mandril 7 in the vertical direction is transmitted to the clamping plate 61, and the friction force between the clamping plate 61 and the upright post 1 is used as the acting force for jacking the upright post 1. When the two jacks 833 on the two sides of the upright post 1 synchronously push the corresponding sliding blocks 832, the two push rods 7 jointly push the upright post 1 until the upright post 1 rises to the required position height. Meanwhile, the component forces of the two ejector rods 7 in the horizontal direction can also increase the friction force between the clamping plate 61 and the stand column 1 bracket 8, so that the ejector rods 7 can smoothly lift the stand column 1. When the constructor only starts the jack 833 on one side, the upright column 1 will receive the jacking force on one side, and the vertical degree of the upright column 1 can be corrected. The stand 1 transmits the reaction force of ejector pin 7 on the horizontal direction for supporting mobile jib 81, makes two support mobile jibs 81 tend to keep away from each other, and through the setting of three stretch-proofing poles 82, has offset horizontal reaction force, and the position of two support mobile jibs 81 can be stabilized, provides the guarantee for ejector pin 7 jacking stand 1 smoothly.

Referring to fig. 2 and 3, an end of each tensile bar 82 penetrates through the supporting main bar 81 on the same side, a through hole 84 for the tensile bar 82 to pass through is formed in the supporting main bar 81, and a locking assembly 85 for locking the end of the tensile bar 82 is arranged on the supporting main bar 81. The locking assembly 85 comprises a plug connector 851 which simultaneously penetrates through the supporting main rod 81 and the anti-tensile rod 82 along the vertical direction, a plugging hole 852 which is used for the plug connector 851 to pass through is formed in the supporting main rod 81, the plugging hole 852 is communicated with the through hole 84, a clamping hole 853 which is used for the plug connector 851 to pass through is formed in the anti-tensile rod 82, the anti-tensile rod 82 is inserted into the through hole 84, when the clamping hole 853 is just opposite to the plugging hole 852, constructors can simultaneously penetrate the plug connector 851 through the supporting main rod 81 and the anti-tensile rod 82, and the end part of the anti-tensile rod 82 is locked on the supporting main rod 81. The connection relationship of the stretch-proofing rod 82 and the support main rod 81 in a sleeved mode enables a constructor to be very convenient to assemble and disassemble the support 8.

Referring to fig. 3, the number of the joint holes 853 at both ends of the tensile bar 82 is set to be a plurality of, and the joint holes 853 are arranged along the length direction of the tensile bar 82 at intervals, the plug connectors 851 are inserted into the different joint holes 853, and the lengths of the tensile bar 82 between the two supporting main bars 81 will be different, thereby playing the effect of changing the distance between the two supporting main bars 81. The distance between the supporting main rods 81 is adjustable, and according to the terrain of the position of the stone memorial archway, constructors can place the supporting main rods 81 at the relatively stable position and can be suitable for excavating earth square pits with different widths.

Referring to fig. 2, a plurality of support legs 87 are mounted at the bottom of each support main rod 81, the support legs 87 are arranged at intervals along the length direction of the support main rod 81, and the length of each support leg 87 can be adjusted in a telescopic manner. The arrangement of the supporting legs 87 enables the supporting main rod 81 to adapt to more complex terrains, and the supporting main rod 81 can support the mandril 7 in an approximately horizontal state by adjusting the length of the supporting legs 87.

It is worth to be noted that, the distance between the two supporting main rods 81 is relatively larger, so that a constructor can conveniently open the earth, for this reason, one end of the sliding rail 831 is fixedly connected to the supporting main rods 81, referring to fig. 2, the other end of the sliding rail 831 extends towards the direction of the upright post 1, and the sliding rail 831 serves as an extending part of the supporting main rods 81 for supporting the push rods 7, so as to ensure that the distance between the two supporting main rods 81 can be increased under the condition that the push rods 7 smoothly lift the upright post 1 at a proper inclination angle.

Referring to fig. 2, two supporting sub-rods 86 are further disposed between the two supporting main rods 81, the two supporting sub-rods 86 are also respectively located on two sides of the upright 1, the supporting sub-rods 86 are used for supporting a plurality of slide rails 831 on the same side, the supporting sub-rods 86 simultaneously penetrate through the end, far away from the supporting main rods 81, of the slide rails 831, the supporting sub-rods 86 simultaneously penetrate through the three stretch-resistant rods 82, the reaction force of the slide rails 831 transmitted by the ejector rods 7 is shared by the supporting main rods 81 and the supporting sub-rods 86, the negative bending moment of the single end of each slide rail 831 on the supporting main rods 81 is reduced, the probability of inclination deformation of the slide rails 831 is reduced, and the upright 1 can be smoothly jacked by the ejector rods 7.

The implementation principle of the embodiment of the application is as follows: constructors lift the upright posts 1 to a required elevation according to the sinking amount of each upright post 1. To the jacking of single stand 1, constructor starts the jack 833 that corresponds to stand 1 both sides, makes the low end of two ejector pins 7 all slide towards stand 1, and the high-end of two ejector pins 7 will lift stand 1 jointly, and the horizontal counter force that ejector pin 7 received offsets through the anti-tensile pole 82 between the support mobile jib 81, makes the support mobile jib 81 support ejector pin 7 that can stabilize. Position between two spinal branch stay 81 simultaneously for constructor excavates the earthwork and consolidates the basis, compares in the mode that adopts joist jacking stand 1, and 7 cooperation supports 8 structures of ejector pin can jacking stand 1 more firmly. When the constructor starts the jack 833 on one side, the corresponding ejector rod 7 pushes the upright post 1 towards the other side, and the mode of pushing the upright post 1 on one side is suitable for the condition that the inclination of the upright post 1 is larger.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims (8)

1. The utility model provides a structure of rectifying for stone memorial archway which characterized in that: including installing mounting (6) on every stand (1), the both sides of mounting (6) are equipped with ejector pin (7) of slope respectively, the high-end of ejector pin (7) articulates on mounting (6), subaerial support (8) of placing and being used for supporting ejector pin (7), support (8) are including two support mobile jib (81) that distribute in stand (1) both sides, the low side of homonymy ejector pin (7) all slides on supporting mobile jib (81), it is equipped with drive assembly (83) to correspond every ejector pin (7) on supporting mobile jib (81), drive assembly (83) are used for ordering about the bottom that corresponds ejector pin (7) and are close to stand (1), still be connected with many stretch-proofing poles (82) between two support mobile jib (81).

2. The deviation rectifying structure for the memorial archway according to claim 1, wherein: every stretch-proofing pole (82) all wear to locate between two support mobile poles (81), support mobile pole (81) and offer through-hole (84) that supply stretch-proofing pole (82) to pass, correspond every stretch-proofing pole (82) on the mobile pole and be equipped with locking Assembly (85).

3. The rectification structure for the memorial archway according to claim 2, wherein the rectification structure comprises: locking Assembly (85) including pass plug connector (851) of supporting mobile jib (81) and stretch-proofing pole (82) simultaneously, offer on supporting mobile jib (81) and supply plug connector (851) through spliced eye (852), offer on stretch-proofing pole (82) and supply plug connector (851) through joint hole (853).

4. The rectification structure for the memorial archway according to claim 3, wherein the rectification structure comprises: the clamping holes (853) are arranged in a plurality of forms, and the clamping holes (853) are arranged at intervals along the length direction of the tensile rod (82).

5. The deviation rectifying structure for the memorial archway according to claim 4, wherein: the bottom of the supporting main rod (81) is provided with telescopic supporting legs (87).

6. The deviation rectifying structure for the memorial archway according to claim 1, wherein: drive assembly (83) are including installing slide rail (831) on supporting mobile jib (81), and slide rail (831) extend along the direction of arranging of two support mobile jibs of perpendicular to (81), and sliding connection has slider (832) on slide rail (831), and the low end of ejector pin (7) articulates on slider (832), is equipped with the power spare that orders about slider (832) and slide on slide rail (831).

7. The deviation rectifying structure for the memorial archway according to claim 6, wherein: every slide rail (831) homogeneous end is connected on supporting mobile jib (81), and the other end of slide rail (831) extends and has cup jointed support auxiliary rod (86) towards the direction of stand (1), supports auxiliary rod (86) and cup joints with many slide rail (831) of homonymy simultaneously, supports auxiliary rod (86) and connects between many anti-tensile pole (82).

8. The deviation rectifying structure for the memorial archway according to claim 1, wherein: the fixing piece (6) comprises two clamping plates (61) used for clamping the upright post (1), each clamping plate (61) is correspondingly hinged with one ejector rod (7), and the two clamping plates (61) are fixed in a split mode through bolts (62).

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