CN112098242B - A method for detecting the connection firmness of steel structure connection nodes - Google Patents

A method for detecting the connection firmness of steel structure connection nodes Download PDF

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CN112098242B
CN112098242B CN202010986854.7A CN202010986854A CN112098242B CN 112098242 B CN112098242 B CN 112098242B CN 202010986854 A CN202010986854 A CN 202010986854A CN 112098242 B CN112098242 B CN 112098242B
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arc
firmness
plate
steel structure
column
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CN112098242A (en
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李猛
陈三皇
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Guangdong Hailong Construction Technology Co Ltd
China State Construction Hailong Technology Co Ltd
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Guangdong Hailong Construction Technology Co Ltd
China State Construction Hailong Technology Co Ltd
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    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/30—Investigating strength properties of solid materials by application of mechanical stress by applying a single impulsive force, e.g. by falling weight
    • G01N3/303—Investigating strength properties of solid materials by application of mechanical stress by applying a single impulsive force, e.g. by falling weight generated only by free-falling weight
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M13/00—Testing of machine parts
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/02—Details
    • G01N3/04—Chucks

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  • General Physics & Mathematics (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
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  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)

Abstract

本发明涉及一种钢结构连接节点连接牢固性检测方法,该钢结构连接节点连接牢固性检测方法采用如下钢结构节点牢固性检测装置,钢结构节点牢固性检测装置包括弧形架、支撑板、侧支板、锁定螺栓、锁定板和检测机构;采用上述钢结构节点牢固性检测装置对钢结构连接节点连接牢固性的检测方法,包括以下步骤:S1、弧形架定位;S2、弧形架锁定;S3、检测力度调节;S4、立柱牢固性全面检测。本发明可以解决现有对钢结构横梁上的立柱进行牢固性检测时存在的:测试机械与钢结构横梁的连接稳定性较差,使得立柱的牢固性检测效果差,测试机械对的钢结构立柱的锤击力度调节较为繁琐,从而影响立柱稳定性检测的效率等问题。

The present invention relates to a method for detecting the connection firmness of steel structure connection nodes, the method for detecting the connection firmness of steel structure connection nodes adopts the following steel structure node firmness detection device, the steel structure node firmness detection device comprises an arc frame, a support plate, a side support plate, a locking bolt, a locking plate and a detection mechanism; the method for detecting the connection firmness of steel structure connection nodes using the above-mentioned steel structure node firmness detection device comprises the following steps: S1, positioning of the arc frame; S2, locking of the arc frame; S3, adjustment of detection force; S4, comprehensive detection of column firmness. The present invention can solve the problems existing in the existing firmness detection of columns on steel structure beams: the connection stability between the test machine and the steel structure beam is poor, resulting in poor detection effect of the firmness of the columns, and the hammer force adjustment of the test machine on the steel structure columns is cumbersome, thereby affecting the efficiency of the column stability detection.

Description

Method for detecting connection firmness of steel structure connection nodes
Technical Field
The invention relates to the technical field of steel structures, in particular to a method for detecting connection firmness of steel structure connection nodes.
Background
The steel structure engineering is mainly made of steel, mainly comprises steel beams, steel columns, steel trusses and other components made of steel sections, steel plates and the like, and the components or parts are connected by welding seams, bolts or rivets, so that the steel structure engineering is one of main building structure types. The structural connection node refers to a connection joint position between steel structures, such as connection of upright posts on a beam, and the beam of the steel structure is usually I-steel or H-steel.
After the stand on the crossbeam is connected, need detect the fastness of stand, the stand detects the time spent generally through locking test machine on the crossbeam to adopt the mode of beating or hammering to carry out the fastness to the stand and detect, the problem that exists when carrying out the fastness to the stand on the steel construction crossbeam now is as follows:
1. the connection stability of the testing machine and the steel structure cross beam is poor, so that the firmness detection effect of the upright post is poor, and the hammering force of the testing machine on the steel structure upright post is complicated to adjust, so that the stability detection efficiency of the upright post is affected;
2. The test machine can not freely hammer the steel structure upright post at different positions, and the detection forces of the upright posts corresponding to the two sides of the length direction of the cross beam can not be kept consistent, so that the detection precision of the upright posts is low.
Disclosure of Invention
In order to solve the problems, the invention provides a steel structure connecting node connection firmness detection method, which adopts a steel structure node connection firmness detection device, wherein the steel structure node connection firmness detection device comprises arc frames, support plates, side support plates, locking bolts, locking plates and a detection mechanism, the number of the arc frames is two, the two arc frames are spliced to form an annular structure, the upper side surface of the arc frame is provided with a sliding groove along the arc structure, the sliding groove penetrates through the outer end of the arc frame, the section of the sliding groove is of a T-shaped structure, the lower side surface of the middle part of the arc frame is provided with the support plate, the bottom of the support plate is symmetrically provided with the two side support plates along the width direction of the support plate, the upper part of each side support plate is connected with one locking bolt in a threaded fit manner, the opposite ends of the locking bolts are provided with the locking plates through bearings, the invention can lock the position by taking the beam with a steel structure as a support and perform a firmness test on the upright post connected with the beam in a hammering mode, firstly, the arc-shaped frames are placed on two sides of the upright post, the free ends of the arc-shaped frames can be butted, the supporting plates are arranged parallel to the beam, the inner side surface of the locking plate is locked on the middle side surface of the beam by screwing the locking bolt, the upper end of the locking plate is propped against the lower side surface of the upper end of the beam, the stability of the invention can be improved by locking the locking plate, the accuracy of the firmness test of the upright post is prevented from being influenced by shaking, can carry out the fastness detection to the stand on the crossbeam through detection mechanism.
The detection mechanism comprises an arc-shaped sliding block connected to the sliding groove in a sliding fit mode, the arc-shaped sliding block can slide in the sliding groove, the arc-shaped sliding block can drive the detection mechanism to carry out position adjustment in a structure formed by two arc-shaped frames, a detection support plate is arranged on the top of the arc-shaped sliding block, an adjusting chute is arranged in the middle of the upper side face of the detection support plate along the length direction of the detection support plate, a vertically arranged test vertical plate is arranged above the adjusting chute, a sliding block in sliding fit with the adjusting chute is arranged on the bottom of the test vertical plate, the side face, which is far away from the arc-shaped frames and spliced into an annular structure, of the test vertical plate is connected with one end of an adjusting bolt in a threaded fit mode, and the other end of the adjusting bolt is connected to the adjustment vertical plate;
The detection extension board be close to the arc frame and splice into two flexible posts on the side of annular structure, arrange from top to bottom, all install a spring plate on the end of every flexible post, be provided with hammering piece on the side of flexible post is kept away from to the spring plate, specific during operation, detection mechanism can carry out the fastness detection to the stand on the crossbeam, slide arc slider to the middle part of arc frame and carry out the position locking with it, can drive test riser through screwing adjusting bolt and carry out the position adjustment, distance between hammering piece and the stand on the spring plate is adjusted, thereby hammering piece adjusts the hammering dynamics of stand, when needs are to the stand to hammer the test, control two flexible posts and carry out synchronous shrink motion, can drive hammering piece to the stand through the restoring force of flexible post and hammer, through artifical observation or place the contact plate in the opposite side of stand hammering, observe the degree of rocking of stand or whether the stand can touch the contact plate and judge the fastness of stand.
The method for detecting the connection firmness of the steel structure connecting nodes by adopting the steel structure node firmness detection device comprises the following steps:
s1, positioning arc frames, namely firstly placing the arc frames on two sides of an upright post connected with a steel structure beam, so that a supporting plate can be placed on the top of the beam in parallel, and the opposite ends of the two arc frames are butted;
S2, locking the arc-shaped frame, namely driving the locking plate to move inwards by screwing the locking bolt so that the inner side surface of the locking plate can be propped against the side surface of the middle part of the cross beam, and the top of the locking plate is propped against the lower side surface of the upper end of the cross beam, so that the arc-shaped frame is prevented from shaking;
S3, detecting force adjustment, namely after the arc-shaped frame is locked, driving the test vertical plate to slide by screwing the adjusting bolt so as to adjust the distance between the test vertical plate and the upright post on the beam, pulling the telescopic column outwards to enable the telescopic column to be in a contracted state, loosening the telescopic column to enable the hammering block on the bouncing plate to hammer one side of the upright post, and manually observing the deflection condition of the upright post to judge the firmness of the upright post;
S4, the firmness of the upright post is comprehensively detected, namely after the firmness of one side of the upright post is detected, the detection mechanism is slid to the middle part of the arc-shaped frame of the other side through the arc-shaped sliding block, so that the detection mechanism can detect the firmness of the other side of the upright post.
As a preferable technical scheme of the invention, the inner side surface of the upper end of the locking plate is of an arc structure, and the top of the locking plate is provided with the supporting transverse plate, and the steel structure transverse beam is I-steel or H-steel, so that the arc structure of the inner side surface of the upper end of the locking plate can not obstruct the inner side surface of the I-steel to be attached to the middle side surface of the I-steel, the supporting transverse plate can increase the supporting area of the locking plate to the lower side surface of the upper end of the transverse beam, and the stability of the locking plate is improved.
As a preferable technical scheme of the invention, the lower side surface of the supporting plate is provided with the T-shaped groove along the length direction, the T-shaped groove penetrates through the outer side surface of the supporting plate, the T-shaped groove is internally inserted with the laminating plate with the T-shaped structure, the lower side surface of the laminating plate is provided with the anti-slip pad, the stability of the laminating plate can be improved by the anti-slip pad on the lower side surface of the laminating plate, and the laminating plate can be replaced in different thickness types, so that the upper side surface of the supporting transverse plate can be propped against the upper end lower side surface of the transverse beam.
As a preferable technical scheme of the invention, the end faces of the two arc-shaped frames are respectively provided with the inserted rod and the slot which are mutually inserted and matched, and the inserted rod and the slot are matched to limit the splicing position of the two arc-shaped frames so as to accurately butt the two arc-shaped frames and prevent the detection mechanism from being incapable of smoothly sliding due to the deviation of the butt joint positions of the two arc-shaped frames.
As a preferred technical scheme of the invention, a hydraulic cylinder is distributed between two telescopic columns, the fixed end of the hydraulic cylinder is arranged on the side surface of the test vertical plate, a push-pull body is arranged on the telescopic end of the hydraulic cylinder, the upper end and the lower end of the push-pull body are both provided with a telescopic structure of linkage blocks, the linkage blocks are symmetrically arranged at positions, the linkage blocks are of trapezoid structures, the outer ends of one side of the linkage blocks far away from the test vertical plate are inclined surfaces, the opposite ends of the two elastic plates are provided with inclined grooves matched with the linkage blocks, the two ends of the linkage blocks are symmetrically provided with drawing blocks, the drawing blocks are of triangular structures, the drawing blocks penetrate through the elastic plates, the two sides of the hydraulic cylinder corresponding to the width direction of the detection support plate are symmetrically provided with guide columns, the end surfaces of the guide frames close to the elastic plates are provided with two guide columns, the tail ends of the guide columns are outwards inclined, and are controlled to perform extension motion in a specific working process, the linkage blocks on the hydraulic cylinder, the push-pull blocks can be driven to contract when contacting with the elastic plates, so that the inner sides of the two elastic blocks can move to the elastic plates and the elastic plates can be driven to automatically separate from the elastic plates, and then the elastic plates can be driven to automatically contract through the guide blocks to the guide columns to the telescopic blocks when the elastic blocks are contacted with the elastic plates.
As a preferable technical scheme of the invention, a positioning groove is formed in the outer side surface of the upper end of the arc-shaped sliding block, a positioning vertical plate is arranged at one end, away from the arc-shaped frame, of each supporting plate, which is spliced into an annular structure, the upper part of the positioning vertical plate is connected with a positioning spring column in a sliding fit mode, a positioning block which is spliced and matched with the positioning groove is arranged at one end, close to the arc-shaped frame, of the positioning spring column, the positioning block can lock the position of the arc-shaped sliding block under the action of the positioning spring column, and when the arc-shaped sliding block needs to be subjected to position adjustment, the positioning spring column is pulled outwards, so that the positioning block is moved out of the positioning groove, and the arc-shaped sliding block can be subjected to position adjustment.
As a preferable technical scheme of the invention, the inner side surface of the middle part of the arc-shaped frame is provided with the scale rod, the inner end of the scale rod is of a telescopic structure, the upper side surface of the scale rod telescopic structure is provided with scale marks, the scale rod can limit the initial position of the arc-shaped frame, the arc-shaped frame can be symmetrically distributed on two sides of the upright post, and when the arc-shaped frame is in butt joint, the telescopic ends on the scale rod are kept at the same scale.
The invention has the beneficial effects that:
1. The invention can be positioned and locked on the beam of the steel structure, and position locking is carried out by taking the beam as a fixed point, and the firmness degree of the upright post is detected by circularly hammering the upright post on the beam;
2. The bonding plate can be replaced in different thickness types, so that the upper side surface of the supporting transverse plate can be propped against the lower side surface of the upper end of the cross beam, and the stability of the bonding plate locked on the cross beam is improved;
3. the scale rod can limit the initial position of the arc-shaped frame, so that the arc-shaped frame can be symmetrically distributed on two sides of the upright post, and when the arc-shaped frames are in butt joint, the telescopic ends on the scale rod are kept at the same scale;
4. According to the invention, the telescopic movement of the hydraulic cylinder is controlled, the linkage block on the push-pull body is driven to control the spring plate to shrink, so that the spring plate drives the hammering block to synchronously hammer the column under the action of the telescopic column, and the column can be automatically subjected to cyclic hammering action by the control mode.
Drawings
The invention will be further described with reference to the drawings and examples.
FIG. 1 is a process flow diagram of the present invention;
FIG. 2 is a first structural schematic of the present invention;
FIG. 3 is a second schematic view of the present invention (from right to left);
FIG. 4 is a schematic view of the structure between the arc-shaped frame, the support plate, the side support plates, the locking bolts, the locking plates, the arc-shaped sliding blocks and the detection support plates;
FIG. 5 is a schematic view of a first configuration of the detection mechanism of the present invention after removal of the arcuate slide;
FIG. 6 is a schematic view of a second configuration of the detection mechanism of the present invention after removal of the arcuate slide;
fig. 7 is a schematic view of the structure of the present invention when the steel structure column is subjected to the firmness detection.
Detailed Description
Embodiments of the invention are described in detail below with reference to the attached drawings, but the invention can be implemented in a number of different ways, which are defined and covered by the claims.
As shown in fig. 2 to 7, a steel structure connection node connection firmness detection method is provided, which adopts a steel structure node connection firmness detection device, the steel structure node connection firmness detection device comprises an arc-shaped frame 1, a support plate 2, side support plates 3, locking bolts 4, locking plates 5 and a detection mechanism 6, the number of the arc-shaped frames 1 is two, the two arc-shaped frames 1 are spliced to form an annular structure, the upper side surface of the arc-shaped frame 1 is provided with sliding grooves 11 along the arc-shaped structure, the sliding grooves 11 penetrate through the outer end of the arc-shaped frame 1, the cross section of the sliding grooves 11 is of a T-shaped structure, the lower side surface of the middle part of the arc-shaped frame 1 is provided with a support plate 2, the bottom of the support plate 2 is symmetrically provided with two side support plates 3 along the width direction, the upper part of each side support plate 3 is connected with one locking bolt 4 in a threaded fit manner, the opposite ends of the locking bolts 4 are provided with locking plates 5 through bearings, opposite side surfaces of the locking plates 5 are provided with limiting sliding columns 51, the limiting sliding columns 51 penetrate through the side support plates 3, the limiting sliding columns 51 can limit the movement of the locking plates 5, the movement precision of the locking plates 5 is increased, the detection mechanism 6 is arranged at the upper end of the arc-shaped frame 1 on one side, the invention can carry out position locking by taking a steel-structure beam as a support, and a firmness test on a stand column connected with the beam in a hammering manner, firstly, the arc-shaped frame 1 is arranged at two sides of the stand column, the free ends of the arc-shaped frames 1 can be butted, the supporting plates 2 are arranged parallel to the beam, the inner side surfaces of the locking plates 5 are locked on the middle side surfaces of the beam by screwing the locking bolts 4, the upper ends of the locking plates 5 are propped against the lower side surfaces of the upper ends of the beam, the stability of the invention can be increased by locking of the locking plates 5, the invention can prevent the shaking from affecting the accuracy of the upright post firmness detection, and the upright post on the cross beam can be subjected to the firmness detection through the detection mechanism 6.
Two arc frame 1's terminal surface on be provided with grafting complex inserted bar 12 and slot 13 each other respectively, inserted bar 12 and slot 13 cooperate and can carry out spacingly to the concatenation position of two arc frames 1 to two arc frames 1 are accurate dock, prevent that two arc frames 1 dock position deviation from causing detection mechanism 6 to be unable to carry out smooth and easy slip.
The middle part medial surface of arc frame 1 on be provided with scale pole 14, the inner of scale pole 14 is extending structure, and scale pole 14 extending structure's last side is provided with the scale sign, scale pole 14 can carry out spacingly to the initial position of arc frame 1 for arc frame 1 can the symmetric distribution in the both sides of stand, when arc frame 1 dock, keep the flexible end on the scale pole 14 to be in the same scale.
The downside of backup pad 2 be provided with T type groove 21 along its length direction, T type groove 21 runs through the lateral surface of backup pad 2, alternates in the T type groove 21 has the laminating board 22 of T type structure, is provided with the slipmat on the downside of laminating board 22, the slipmat of laminating board 22 downside can increase the stability of laminating board 22, laminating board 22 can carry out the change of different thickness models to the upside of supporting diaphragm 52 can support on the upper end downside of crossbeam.
The inner side surface of the upper end of the locking plate 5 is of an arc-shaped structure, and the supporting transverse plate 52 is arranged on the top of the locking plate 5, and the steel structure transverse beam is I-steel or H-steel, so that the arc-shaped structure of the inner side surface of the upper end of the locking plate 5 can not obstruct the inner side surface of the I-steel to be attached to the middle side surface of the I-steel, and the supporting transverse plate 52 can increase the supporting area of the locking plate 5 to the lower side surface of the upper end of the transverse beam, so that the stability of the invention is improved.
The detection mechanism 6 comprises an arc-shaped sliding block 61 connected to the sliding groove 11 in a sliding fit mode, the arc-shaped sliding block 61 can slide in the sliding groove 11, the arc-shaped sliding block 61 can drive the detection mechanism 6 to carry out position adjustment in a structure formed by two arc-shaped frames 1, a detection support plate 62 is arranged on the top of the arc-shaped sliding block 61, an adjusting chute 63 is arranged in the middle of the upper side surface of the detection support plate 62 along the length direction of the detection support plate, a vertically arranged test vertical plate 64 is arranged above the adjusting chute 63, a sliding block in sliding fit with the adjusting chute 63 is arranged on the bottom of the test vertical plate 64, one end of an adjusting bolt 65 is connected with a side surface of the adjusting bolt 64, which is far away from the arc-shaped frame 1 and spliced into an annular structure, of the side surface of the adjusting bolt 65 is connected with the adjusting vertical plate 66 in a threaded fit mode, and the bottom of the adjusting vertical plate 66 is connected with the top of the detection support plate 62;
The detection extension board 62 be close to arc frame 1 and splice into annular structure's side on install two flexible posts 67, arrange from top to bottom flexible posts 67, all install a bullet board 68 on the end of every flexible post 67, be provided with hammering block 69 on the side that flexible post 67 was kept away from to bullet board 68, the during specific work, detection mechanism 6 can carry out the fastness detection to the stand on the crossbeam, slide arc slider 61 to arc frame 1's middle part and carry out the position locking with it, can drive test riser 64 through screwing adjusting bolt 65 and carry out position adjustment, distance between hammering block 69 on bullet board 68 and the stand is adjusted, thereby hammering block 69 adjusts the hammering dynamics of stand, when needs carry out hammering test to the stand, control two flexible posts 67 carry out synchronous shrink motion, can drive hammering block 69 through the restoring force of flexible post 67 and hammer the stand, observe or place the contact plate in the opposite side of stand hammering through the manual work, observe the degree of rocking of stand or stand can touch the fastness that the contact plate judges.
The upper end lateral surface of arc slider 61 be provided with the constant head tank, the one end that arc frame 1 concatenation was kept away from to the top of every backup pad 2 is provided with location riser 23, the last mode that passes through sliding fit of location riser 23 is connected with location bullet post 24, the one end that location bullet post 24 is close to arc frame 1 is provided with and inserts complex locating piece 25 with the constant head tank, locating piece 25 can lock the position of arc slider 61 under the effect of location bullet post 24, when arc slider 61 need carry out position control, outwards stimulate location bullet post 24 for locating piece 25 shifts out in the constant head tank, makes arc slider 61 carry out position control.
A hydraulic cylinder 641 is distributed between the two telescopic columns 67, the fixed end of the hydraulic cylinder 641 is arranged on the side surface of the test vertical plate 64, a push-pull body 642 is arranged on the telescopic end of the hydraulic cylinder 641, the upper end and the lower end of the push-pull body 642 are both provided with a linkage block 643 with a telescopic structure, the positions of the linkage block 643 are symmetrically arranged, the linkage block 643 is of a trapezoid structure, the outer end of one side of the linkage block 643 far away from the test vertical plate 64 is an inclined surface, the opposite ends of the two springing plates 68 and one side close to the test vertical plate 64 are provided with a chute 644 matched with the linkage block 643, the two ends of the linkage block 643 are symmetrically provided with a folding block 645, the folding block 645 is of a triangle structure, the folding block 645 passes through the springing plate 68, the two sides of the hydraulic cylinder 641 corresponding to the width direction of the detection support plate 62 are symmetrically provided with guide frames 646, the end surfaces of the guide frames 646 close to the springing plate 68 are provided with two guide columns 647, the tail end of the guide post 647 is arranged outwards in an inclined way, when the guide post 647 is specifically working, the hydraulic cylinder 641 is controlled to perform extension movement, when the linkage block 643 on the push-pull body 642 is contacted with the chute 644 on the spring plate 68, the linkage block 643 can be driven to contract, so that the push-pull body 642 can move to the inner side of the spring plate 68, the linkage block 643 can automatically pop out under the action of restoring force when being separated from the spring plate 68, then the hydraulic cylinder 641 is controlled to perform contraction movement, the linkage block 643 can drive the spring plate 68 to outwards move and enable the telescopic post 67 to contract, when the push-pull body 642 is contacted with the guide post 647, the guide post 647 can drive the linkage block 643 to contract through the contraction block 645, when the push-pull body 642 moves to the middle part of the guide post 647, the linkage block 643 is separated from the spring plate 68, the spring plate 68 drives the hammering block 69 to synchronously hammer the guide post under the action of the telescopic post 67, by means of the control mode, the invention can automatically perform cyclic hammering actions on the upright post.
As shown in fig. 1, the method for detecting the connection firmness of the steel structure connection nodes by adopting the steel structure node firmness detection device comprises the following steps:
s1, positioning the arc-shaped frames 1, namely firstly placing the arc-shaped frames 1 on two sides of an upright post connected with a steel structure beam, enabling a supporting plate 2 to be placed on the top of the beam in parallel, butting opposite ends of the two arc-shaped frames 1, enabling the two arc-shaped frames 1 to be in accurate butting by matching the inserting rod 12 with the inserting slot 13, and keeping the telescopic ends on the scale rod 14 at the same scale;
S2, the arc-shaped frame 1 is locked, namely the locking bolt 4 is screwed to drive the locking plate 5 to move inwards, so that the inner side surface of the locking plate 5 can be propped against the side surface of the middle part of the cross beam, the attaching plate 22 can be replaced with different thickness types, so that the upper side surface of the supporting cross plate 52 can be propped against the lower side surface of the upper end of the cross beam, and the arc-shaped frame 1 is prevented from shaking;
S3, detecting force adjustment, namely after the arc-shaped frame 1 is locked, the test vertical plate 64 can be driven to slide by screwing the adjusting bolt 65 so that the distance between the test vertical plate 64 and the upright post on the beam is adjusted, the telescopic column 67 is pulled outwards to be in a contracted state, then the telescopic column 67 is loosened so that the hammering block 69 on the elastic plate 68 hammers one side of the upright post, the deflection condition of the upright post is observed manually to judge the firmness of the upright post, when the upright post is required to be automatically subjected to cyclic hammering test, the hydraulic cylinder 641 is controlled to perform extension movement so that the push-pull body 642 can move to the inner side of the elastic plate 68, then the hydraulic cylinder 641 is controlled to perform contraction movement, the linkage block 643 can drive the elastic plate 68 to move outwards and enable the telescopic column 67 to contract, when the push-pull body 642 is contacted with the guide column 647, the guide column 647 can drive the hammering block 643 to contract through the folding block 645, and when the push-pull body 642 moves to the middle part of the guide column 647, the elastic plate 68 drives the hammering block 69 to perform opposite synchronous action under the action of the telescopic column 67;
s4, comprehensively detecting the firmness of the upright post, namely after the firmness of one side of the upright post is detected, pulling the positioning spring column 24 outwards to enable the positioning block 25 to move out of the positioning groove, enabling the arc-shaped sliding block 61 to perform position adjustment, enabling the detection mechanism 6 to slide to the middle of the arc-shaped frame 1 on the other side through the arc-shaped sliding block 61, and locking the position of the arc-shaped sliding block 61 through the positioning block 25 on the other side, so that the detection mechanism 6 can detect the firmness of the other side of the upright post.
It will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are, therefore, to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present disclosure describes embodiments, not every embodiment is provided with a separate embodiment, and that this description is provided for clarity only, and that the disclosure is not limited to the embodiments described in detail below, and that the embodiments described in the examples may be combined as appropriate to form other embodiments that will be apparent to those skilled in the art.

Claims (8)

1.一种钢结构连接节点连接牢固性检测方法,该钢结构连接节点连接牢固性检测方法采用如下钢结构节点牢固性检测装置,钢结构节点牢固性检测装置包括弧形架(1)、支撑板(2)、侧支板(3)、锁定螺栓(4)、锁定板(5)和检测机构(6),其特征在于:所述的弧形架(1)的数量为二,两个弧形架(1)拼接形成环形结构,弧形架(1)的上侧面沿其弧形结构设置有滑动槽(11),滑动槽(11)贯穿弧形架(1)的外端,滑动槽(11)的截面为T形结构,弧形架(1)的中部下侧面上设置有支撑板(2),支撑板(2)的底部沿其宽度方向对称设置有两个侧支板(3),每个侧支板(3)的上均通过螺纹配合的方式与一个锁定螺栓(4)相连接,锁定螺栓(4)的相对端上均通过轴承安装有锁定板(5),锁定板(5)的相背侧面上设置有限位滑柱(51),限位滑柱(51)穿过侧支板(3),检测机构(6)安装在一侧的弧形架(1)的上端上;其中:1. A method for detecting the connection firmness of a steel structure connection node, the method for detecting the connection firmness of a steel structure connection node adopts the following steel structure node firmness detection device, the steel structure node firmness detection device comprises an arc frame (1), a support plate (2), a side support plate (3), a locking bolt (4), a locking plate (5) and a detection mechanism (6), characterized in that: the number of the arc frames (1) is two, the two arc frames (1) are spliced to form an annular structure, the upper side surface of the arc frame (1) is provided with a sliding groove (11) along its arc structure, and the sliding groove (11) runs through the outer end of the arc frame (1), The cross section of the sliding groove (11) is a T-shaped structure. A support plate (2) is arranged on the lower side of the middle part of the arc frame (1). Two side support plates (3) are symmetrically arranged at the bottom of the support plate (2) along its width direction. The top of each side support plate (3) is connected to a locking bolt (4) by threaded engagement. The opposite ends of the locking bolt (4) are provided with locking plates (5) through bearings. A limited sliding column (51) is arranged on the opposite side of the locking plate (5). The limited sliding column (51) passes through the side support plate (3). The detection mechanism (6) is installed on the upper end of the arc frame (1) on one side; wherein: 所述的检测机构(6)包括通过滑动配合的方式连接在滑动槽(11)上的弧形滑块(61),弧形滑块(61)的顶部上安装有检测支板(62),检测支板(62)的上侧面中部沿其长度方向设置有调节滑槽(63),调节滑槽(63)的上方设置有竖直布置的测试立板(64),测试立板(64)的底部上设置有与调节滑槽(63)相滑动配合的滑块,测试立板(64)远离弧形架(1)拼接成环形结构的侧面上通过轴承与调节螺栓(65)的一端相连接,调节螺栓(65)的另一端通过螺纹配合的方式连接在调节立板(66)上,调节立板(66)的底部与检测支板(62)的顶部相连接;The detection mechanism (6) comprises an arc-shaped slider (61) connected to the sliding groove (11) by a sliding fit, a detection support plate (62) is installed on the top of the arc-shaped slider (61), an adjustment slide groove (63) is arranged in the middle of the upper side surface of the detection support plate (62) along its length direction, a vertically arranged test stand (64) is arranged above the adjustment slide groove (63), a slider slidingly matched with the adjustment slide groove (63) is arranged on the bottom of the test stand (64), the side of the test stand (64) away from the arc frame (1) spliced into a ring structure is connected to one end of the adjustment bolt (65) through a bearing, the other end of the adjustment bolt (65) is connected to the adjustment stand (66) by a threaded fit, and the bottom of the adjustment stand (66) is connected to the top of the detection support plate (62); 所述的检测支板(62)靠近弧形架(1)拼接成环形结构的侧面上安装有两个伸缩柱(67),伸缩柱(67)上下布置,每个伸缩柱(67)的末端上均安装有一个弹动板(68),弹动板(68)远离伸缩柱(67)的侧面上设置有锤击块(69);Two telescopic columns (67) are installed on the side of the detection support plate (62) close to the arc frame (1) spliced into a ring structure. The telescopic columns (67) are arranged up and down. A spring plate (68) is installed on the end of each telescopic column (67). A hammer block (69) is arranged on the side of the spring plate (68) away from the telescopic column (67); 采用上述钢结构节点牢固性检测装置对钢结构连接节点连接牢固性的检测方法,包括以下步骤:The method for detecting the connection firmness of a steel structure connection node using the above-mentioned steel structure node firmness detection device comprises the following steps: S1、弧形架(1)定位:首先将弧形架(1)放置在钢结构横梁连接的立柱的两侧,使得支撑板(2)能够平行搭放在横梁的顶部上,两个弧形架(1)的相对端相对接;S1. Positioning of the arc frame (1): firstly, the arc frame (1) is placed on both sides of the column connected to the steel structure beam, so that the support plate (2) can be placed parallel to the top of the beam, and the opposite ends of the two arc frames (1) are connected to each other; S2、弧形架(1)锁定:通过拧动锁定螺栓(4)能够带动锁定板(5)向内移动,以便锁定板(5)的内侧面能够抵在横梁中部的侧面上,且锁定板(5)的顶部抵在横梁的上端下侧面上,防止弧形架(1)发生晃动的现象;S2. Locking the arc frame (1): by turning the locking bolt (4), the locking plate (5) can be driven to move inward, so that the inner side surface of the locking plate (5) can abut against the side surface of the middle part of the cross beam, and the top of the locking plate (5) abuts against the lower side surface of the upper end of the cross beam, thereby preventing the arc frame (1) from shaking; S3、检测力度调节:弧形架(1)锁定完成后,通过拧动调节螺栓(65)能够带动测试立板(64)进行滑动,以便测试立板(64)与横梁上的立柱之间的距离得到调节,通过向外拉动伸缩柱(67)使得其处于收缩的状态,之后松开伸缩柱(67)使得弹动板(68)上的锤击块(69)对立柱的一侧进行锤击动作,人工观察立柱的偏斜情况来判断立柱的牢固性;S3, testing force adjustment: after the arc frame (1) is locked, the test stand (64) can be driven to slide by turning the adjusting bolt (65) so that the distance between the test stand (64) and the column on the crossbeam can be adjusted, and the telescopic column (67) is pulled outward to be in a retracted state, and then the telescopic column (67) is loosened to allow the hammer block (69) on the elastic plate (68) to hammer one side of the column, and the deflection of the column is manually observed to judge the firmness of the column; S4、立柱牢固性全面检测:立柱一侧的牢固性检测完毕后,通过弧形滑块(61)将检测机构(6)滑动到另一侧的弧形架(1)的中部,以便检测机构(6)能够对立柱另一侧的牢固性进行检测。S4. Comprehensive inspection of the firmness of the column: After the firmness inspection of one side of the column is completed, the inspection mechanism (6) is slid to the middle of the arc frame (1) on the other side through the arc-shaped slide block (61), so that the inspection mechanism (6) can inspect the firmness of the other side of the column. 2.根据权利要求1所述的一种钢结构连接节点连接牢固性检测方法,其特征在于:所述的锁定板(5)的上端内侧面为弧形结构,且锁定板(5)的顶部上设置有支撑横板(52)。2. A method for detecting the connection firmness of a steel structure connection node according to claim 1, characterized in that the inner side surface of the upper end of the locking plate (5) is an arc-shaped structure, and a supporting cross plate (52) is provided on the top of the locking plate (5). 3.根据权利要求1所述的一种钢结构连接节点连接牢固性检测方法,其特征在于:所述的支撑板(2)的下侧面沿其长度方向设置有T型槽(21),T型槽(21)贯穿支撑板(2)的外侧面,T型槽(21)内穿插有T型结构的贴合板(22),贴合板(22)的下侧面上设置有防滑垫。3. A method for detecting the connection firmness of a steel structure connection node according to claim 1, characterized in that: a T-slot (21) is provided on the lower side of the support plate (2) along its length direction, the T-slot (21) passes through the outer side of the support plate (2), a T-shaped bonding plate (22) is inserted in the T-slot (21), and an anti-slip pad is provided on the lower side of the bonding plate (22). 4.根据权利要求1所述的一种钢结构连接节点连接牢固性检测方法,其特征在于:两个所述的弧形架(1)的端面上分别设置有相互插接配合的插杆(12)和插槽(13)。4. A method for detecting the connection firmness of a steel structure connection node according to claim 1, characterized in that: the end faces of the two arc-shaped frames (1) are respectively provided with plug rods (12) and slots (13) that are plugged into and matched with each other. 5.根据权利要求1所述的一种钢结构连接节点连接牢固性检测方法,其特征在于:两个所述的伸缩柱(67)之间分布有液压缸(641),液压缸(641)的固定端安装在测试立板(64)的侧面上,液压缸(641)的伸缩端上安装有推拉体(642),推拉体(642)的上下两端均设置有一个伸缩结构的联动块(643),联动块(643)的位置对称布置,联动块(643)为梯形结构,且联动块(643)远离测试立板(64)一侧的外端为倾斜面,两个弹动板(68)的相对端且靠近测试立板(64)的一侧设置有与联动块(643)相配合的斜槽(644)。5. A method for detecting the connection firmness of a steel structure connection node according to claim 1, characterized in that: a hydraulic cylinder (641) is distributed between the two telescopic columns (67), the fixed end of the hydraulic cylinder (641) is installed on the side of the test vertical plate (64), and a push-pull body (642) is installed on the telescopic end of the hydraulic cylinder (641), and a linkage block (643) of a telescopic structure is arranged at the upper and lower ends of the push-pull body (642), the positions of the linkage blocks (643) are symmetrically arranged, the linkage blocks (643) are of a trapezoidal structure, and the outer end of the linkage block (643) away from the test vertical plate (64) is an inclined surface, and the opposite ends of the two elastic plates (68) and the side close to the test vertical plate (64) are provided with an inclined groove (644) that matches the linkage block (643). 6.根据权利要求5所述的一种钢结构连接节点连接牢固性检测方法,其特征在于:所述的联动块(643)的两端对称设置有收拢块(645),收拢块(645)为三角形结构,收拢块(645)穿过弹动板(68),液压缸(641)对应检测支板(62)宽度方向的两侧对称设置有导向架(646),导向架(646)靠近弹动板(68)的端面上设置有两个导向柱(647),导向柱(647)的末端向外倾斜布置。6. A method for detecting the connection firmness of a steel structure connection node according to claim 5, characterized in that: the two ends of the linkage block (643) are symmetrically provided with a gathering block (645), the gathering block (645) is a triangular structure, the gathering block (645) passes through the elastic plate (68), and the hydraulic cylinder (641) is symmetrically provided with a guide frame (646) on both sides of the width direction of the corresponding detection support plate (62), and two guide columns (647) are provided on the end face of the guide frame (646) close to the elastic plate (68), and the end of the guide column (647) is arranged to be inclined outward. 7.根据权利要求1所述的一种钢结构连接节点连接牢固性检测方法,其特征在于:所述的弧形滑块(61)的上端外侧面设置有定位槽,每个支撑板(2)的顶部远离弧形架(1)拼接成环形结构的一端设置有定位立板(23),定位立板(23)的上通过滑动配合的方式与定位弹柱(24)相连接,定位弹柱(24)靠近弧形架(1)的一端设置有与定位槽插接配合的定位块(25)。7. A method for detecting the connection firmness of a steel structure connection node according to claim 1, characterized in that: a positioning groove is provided on the outer side surface of the upper end of the arc-shaped sliding block (61), and a positioning vertical plate (23) is provided at one end of the top of each support plate (2) which is away from the arc-shaped frame (1) and is spliced into a ring structure, and the upper part of the positioning vertical plate (23) is connected to the positioning spring column (24) by a sliding fit, and a positioning block (25) which is plugged into the positioning groove is provided at one end of the positioning spring column (24) close to the arc-shaped frame (1). 8.根据权利要求1所述的一种钢结构连接节点连接牢固性检测方法,其特征在于:所述的弧形架(1)的中部内侧面上设置有标尺杆(14),标尺杆(14)的内端为伸缩结构,且标尺杆(14)伸缩结构的上侧面设置有刻度标识。8. A method for detecting the connection firmness of a steel structure connection node according to claim 1, characterized in that a scale rod (14) is provided on the inner side surface of the middle part of the arc frame (1), the inner end of the scale rod (14) is a telescopic structure, and a scale mark is provided on the upper side surface of the telescopic structure of the scale rod (14).
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