CN116593323B - Special detection device of building block brickwork shear strength - Google Patents

Special detection device of building block brickwork shear strength Download PDF

Info

Publication number
CN116593323B
CN116593323B CN202310883035.3A CN202310883035A CN116593323B CN 116593323 B CN116593323 B CN 116593323B CN 202310883035 A CN202310883035 A CN 202310883035A CN 116593323 B CN116593323 B CN 116593323B
Authority
CN
China
Prior art keywords
pressing plate
hydraulic
pressurizing assembly
block
shear strength
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202310883035.3A
Other languages
Chinese (zh)
Other versions
CN116593323A (en
Inventor
鞠萍
吴茜
朱小英
曹晓丽
包神怡
陈云春
赵哐杰
宋勇
冯康
虞振华
李晶
邓潇裕
蒋文斌
吴俊�
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Changzhou Building Materials Research Institute Co ltd
Original Assignee
Changzhou Building Materials Research Institute Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Changzhou Building Materials Research Institute Co ltd filed Critical Changzhou Building Materials Research Institute Co ltd
Priority to CN202310883035.3A priority Critical patent/CN116593323B/en
Publication of CN116593323A publication Critical patent/CN116593323A/en
Application granted granted Critical
Publication of CN116593323B publication Critical patent/CN116593323B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/24Investigating strength properties of solid materials by application of mechanical stress by applying steady shearing forces
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/02Details
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/02Details
    • G01N3/04Chucks

Abstract

The invention relates to the field of building material detection, in particular to a special detection device for shear strength of a block masonry, which comprises an auxiliary pressurizing assembly and a main pressurizing assembly, wherein a piece to be detected is arranged between the auxiliary pressurizing assembly and the main pressurizing assembly; the auxiliary pressurizing assembly comprises a first base, a first hydraulic device, a first side pressing plate and a first middle pressing plate, and the main pressurizing assembly comprises a second base, a second hydraulic device, a second side pressing plate and a second middle pressing plate; a connecting rod is arranged between the first base and the second base, a protection device is arranged on the connecting rod, and the protection device comprises a mounting plate, a cross rod and a contact bolt; the auxiliary pressurizing assembly and the main pressurizing assembly are mutually independent, so that the device is convenient to assemble and disassemble, small in size, convenient to carry and free of site limitation in use, can rapidly complete shear strength detection in laboratories and construction sites, and is more practical.

Description

Special detection device of building block brickwork shear strength
Technical Field
The invention relates to the technical field of building material detection, in particular to a special detection device for shear strength of a block masonry.
Background
The earthquake-resistant performance of the masonry structure is affected by the shear strength of the through joint, so that the detection of the shear strength of the actual masonry structure is necessary. At present, the in-situ single shear method, the in-situ single brick double shear method, the push-out method and the like are provided on the method for testing the shear strength of the masonry along the through seam in the field detection technical standard (GB\T 50315-2011) of masonry engineering in China. The to-be-detected piece comprises building blocks, cast-in-situ concrete masonry, sample cores for wall drilling and sampling and the like according to requirements, and has different structures and sizes.
The existing shear strength detection is generally carried out on a large-scale pressure testing machine, and is complete in function, but only can be used for laboratory detection, the use is limited, and the small-sized shear strength detection device is single in function, lacks of fixing a piece to be detected, is inconvenient to use, lacks of protective measures, and has potential safety hazards.
Disclosure of Invention
The invention aims to solve the defects in the prior art, and provides a special detection device for shear strength of a block masonry.
In order to achieve the above purpose, the present invention adopts the following technical scheme:
the special detection device for the shear strength of the block masonry comprises an auxiliary pressurizing assembly and a main pressurizing assembly, wherein a piece to be detected is arranged between the auxiliary pressurizing assembly and the main pressurizing assembly, and the auxiliary pressurizing assembly and the main pressurizing assembly are used for alternately applying pressure to two opposite surfaces of the piece to be detected to detect the shear strength; the auxiliary pressurizing assembly comprises a first base, a first hydraulic device, a first side pressing plate and a first middle pressing plate, and the main pressurizing assembly comprises a second base, a second hydraulic device, a second side pressing plate and a second middle pressing plate; a connecting rod is arranged between the first base and the second base, a protection device is arranged on the connecting rod, and the protection device comprises a mounting plate, a cross rod and a contact bolt; the mounting plate and the cross rod are used for blocking sputtered objects which are cracked in the detection process of the to-be-detected piece, and the contact bolt is propped against the to-be-detected piece and used for fixing the to-be-detected piece.
Preferably, the to-be-detected piece comprises a middle building block and side building blocks, the first middle pressing plate and the second middle pressing plate respectively prop against two ends of the middle building block, and the first side pressing plate and the second side pressing plate respectively prop against two ends of the side building block.
Preferably, one side of the first hydraulic device is provided with hydraulic rods corresponding to the first side pressing plates and the first middle pressing plates, and the first side pressing plates are provided with two groups and are symmetrically arranged on two sides of the first middle pressing plates;
and one side of the second hydraulic device is provided with a hydraulic column corresponding to the second side pressing plate and the second middle pressing plate, and the second side pressing plate and the second middle pressing plate are respectively in one-to-one correspondence with the first side pressing plate and the first middle pressing plate.
Preferably, a blocking seat is arranged at the bottom of the first side pressing plate, a sliding rod penetrates through the blocking seat, a buffer block is arranged at the top end of the sliding rod, and a buffer spring is arranged between the buffer block and the blocking seat;
the bottom of the second side pressing plate is provided with a positioning block, and the upper side of the positioning block is provided with a rubber pad.
Preferably, the nut and the quick-release structure are respectively arranged at two ends of the connecting rod, the quick-release structure comprises a clamping block, a limiting nut and a check ring, a U-shaped groove matched with the connecting rod is axially formed in the clamping block, and the check ring is matched with the outline of the clamping block.
Preferably, the mounting plate is detachably connected with the connecting rod through the clamp, the mounting plate is provided with two groups, the two groups of mounting plates are symmetrically arranged on two sides of the piece to be detected, and the cross rod is arranged between the two groups of mounting plates.
Preferably, through holes matched with the cross bars are formed in two sides of the mounting plate, and a plurality of threaded holes corresponding to the contact bolts are formed in the middle of the mounting plate in an array mode.
Preferably, the hydraulic rods are provided with a plurality of groups and are detachably connected with the first side pressing plate and the first middle pressing plate respectively, and a hydraulic cylinder corresponding to the hydraulic rods is arranged in the first hydraulic device;
the hydraulic columns are provided with a plurality of groups and are detachably connected with the second side pressing plate and the second middle pressing plate respectively, and the second hydraulic device is internally provided with an oil cylinder corresponding to the hydraulic columns.
Preferably, the first hydraulic device and the second hydraulic device are respectively provided with a first connector and a second connector, and the first connector and the second connector are electrically connected with a detection computer.
Compared with the prior art, the invention has the beneficial effects that:
1. the auxiliary pressurizing assembly and the main pressurizing assembly are mutually independent, so that the device is convenient to assemble and disassemble, small in size, convenient to carry and free of site limitation in use, can rapidly complete shear strength detection in a laboratory and a construction site, and is more practical;
2. the auxiliary pressurizing assembly and the main pressurizing assembly are arranged, so that the load can be applied to the to-be-detected piece alternately from two directions, the equipment functionality is improved, the use is more convenient and efficient, meanwhile, the protection device is arranged, the to-be-detected piece is limited and fixed, and the equipment operation safety and stability are improved.
Drawings
FIG. 1 is a schematic diagram of a three-dimensional overall structure of a special detection device for shear strength of a block masonry, which is provided by the invention;
fig. 2 is a schematic diagram of a three-dimensional cross-sectional structure of a special detection device for shear strength of a block masonry, which is provided by the invention;
FIG. 3 is a schematic diagram of a three-dimensional structure of an auxiliary pressurizing assembly of the special shear strength detection device for the block masonry, which is provided by the invention;
FIG. 4 is a schematic three-dimensional structure diagram of a main pressurizing assembly of the special shear strength detection device for the block masonry, which is provided by the invention;
fig. 5 is a schematic three-dimensional structure diagram of a protecting device of a special detecting device for shear strength of a block masonry, which is provided by the invention;
fig. 6 is a schematic three-dimensional structure diagram of a quick-dismantling structure of the special detection device for shear strength of the block masonry, which is provided by the invention;
fig. 7 is a schematic structural diagram of a first embodiment of a to-be-detected member of a special detection device for shear strength of a block masonry according to the present invention;
FIG. 8 is a schematic diagram of the stress of a part to be detected of the special shear strength detection device for the block masonry, which is provided by the invention;
fig. 9 is a schematic structural diagram of a second embodiment of a to-be-detected member of the special detection device for shear strength of a block masonry, which is provided by the invention;
fig. 10 is a schematic structural view of a third embodiment of a to-be-detected member of the special detection device for shear strength of a block masonry.
In the figure: 1. an auxiliary pressurizing assembly; 11. a first base; 12. a first hydraulic device; 13. a first wire connector; 14. a first side pressure plate; 15. a blocking seat; 151. a buffer block; 152. a slide bar; 16. a first intermediate pressure plate; 2. a connecting rod; 3. a protective device; 31. a mounting plate; 32. a clamp; 33. a cross bar; 331. a through hole; 34. a contact bolt; 341. a threaded hole; 4. a quick-release structure; 41. a clamping block; 42. a limit nut; 43. a retainer ring; 5. a main pressurization assembly; 51. a second base; 52. a second hydraulic device; 53. a second wire connector; 54. a second side pressure plate; 541. a positioning block; 55. a second intermediate pressure plate; 6. a piece to be detected; 61. a middle building block; 62. side blocks 62.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments. The following description of at least one exemplary embodiment is merely exemplary in nature and is in no way intended to limit the invention, its application, or uses. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
Referring to fig. 1-10, a special detection device for shear strength of a block masonry comprises an auxiliary pressurizing assembly 1 and a main pressurizing assembly 5, wherein the special detection device for shear strength is split into two parts of the auxiliary pressurizing assembly 1 and the main pressurizing assembly 5, so that the special detection device is convenient to carry and transport, a piece 6 to be detected is arranged between the auxiliary pressurizing assembly 1 and the main pressurizing assembly 5, and the auxiliary pressurizing assembly 1 and the main pressurizing assembly 5 are used for alternately applying pressure to two opposite surfaces of the piece 6 to be detected to detect the shear strength;
the auxiliary pressurizing assembly 1 comprises a first base 11, a first hydraulic device 12, a first side pressing plate 14 and a first middle pressing plate 16, wherein the first side pressing plate 14 is provided with two groups and is symmetrically arranged at two sides of the first middle pressing plate 16, one side of the first hydraulic device 12 is provided with hydraulic rods corresponding to the first side pressing plate 14 and the first middle pressing plate 16, the hydraulic rods are provided with a plurality of groups and are respectively detachably connected with the first side pressing plate 14 and the first middle pressing plate 16, hydraulic cylinders corresponding to the hydraulic rods are arranged in the first hydraulic device 12 and are mutually independent, an oil hydraulic sensor is arranged on the hydraulic cylinders through hydraulic pump driving work, a baffle seat 15 is arranged at the bottom of the first side pressing plate 14, a sliding rod 152 penetrates through the baffle seat 15, a buffer block 151 is arranged at the top end of the sliding rod 152, a buffer spring is arranged between the buffer block 151 and the baffle seat 15, when an operator places a part 6 to be detected, one end can prop against the buffer block 151 to slow down the impact, then quickly calibrate the position of the part 6 to be detected, the efficiency of switching the part 6 to be detected is improved, and the operation is more convenient;
the main pressurizing assembly 5 comprises a second base 51, a second hydraulic device 52, a second side pressure plate 54 and a second middle pressure plate 55, wherein one side of the second hydraulic device 52 is provided with a plurality of groups of hydraulic columns corresponding to the second side pressure plate 54 and the second middle pressure plate 55, the hydraulic columns are respectively detachably connected with the second side pressure plate 54 and the second middle pressure plate 55, the second side pressure plate 54 and the second middle pressure plate 55 with different sizes are convenient to replace, an oil cylinder corresponding to the hydraulic columns is arranged in the second hydraulic device 52 and driven by another group of hydraulic pumps, an oil hydraulic pressure sensor is arranged on the oil cylinder, the pressure exerted by the second side pressure plate 54 and the second middle pressure plate 55 is indirectly detected through the pressure of hydraulic oil, the bottom of the second side pressure plate 54 and the second middle pressure plate 55 are respectively in one-to-one correspondence with the first side pressure plate 14 and the first middle pressure plate 16, a positioning block 541 is arranged at the bottom of the second side pressure plate 54, and the upper side of the positioning block 541 is provided with a rubber pad for limiting the position of a part 6 to be detected;
the first hydraulic device 12 and the second hydraulic device 52 are respectively provided with a first wire connector 13 and a second wire connector 53, the first wire connector 13 and the second wire connector 53 are used for connecting respective hydraulic pumps and oil hydraulic pressure sensors, transmitting signals and controlling the hydraulic pumps to work, receiving detection data of the oil hydraulic pressure sensors, and the first wire connector 13 and the second wire connector 53 are electrically connected with a detection computer and used for controlling equipment to automatically work and collecting data so as to facilitate analysis;
for portability and more convenient operation, a handle and universal wheels can be arranged on the first base 11 and the second base 51, a connecting rod 2 is arranged between the first base 11 and the second base 51, the connecting rod 2 is used for assembling the auxiliary pressurizing assembly 1 and the main pressurizing assembly 5, nuts and quick-dismantling structures 4 are respectively arranged at two ends of the connecting rod 2, the quick-dismantling structures 4 comprise clamping blocks 41, limiting nuts 42 and check rings 43, the connecting rod 2 and the limiting nuts 42 are connected through threads, U-shaped grooves matched with the connecting rod 2 are axially formed in the clamping blocks 41, the clamping blocks 41 are cylinders or prisms, the shape of the inner ring of the check rings 43 is matched with the outline of the clamping blocks 41, the check rings 43 are fixedly connected with the second base 51, the clamping blocks 41 are positioned between the second base 51 and the limiting nuts 42, and when a part 6 to be detected needs to be placed, the clamping block 41 is taken down, the second base 51 is pulled, the operation space is increased, the to-be-detected piece 6 is conveniently placed between the auxiliary pressurizing assembly 1 and the main pressurizing assembly 5, the to-be-detected piece 6 is temporarily supported through the buffer block 151 and the positioning block 541, the clamping block 41 is assembled, the hydraulic pump works, the first middle pressing plate 16, the first side pressing plate 14, the second middle pressing plate 55 and the second side pressing plate 54 are caused to clamp the to-be-detected piece 6, the second base 51 pushes the clamping block 41 to prop against the limit nut 42 under the reaction force, the retainer ring 43 limits the clamping block 41 to move and avoid falling, the limit nut 42 limits the second base 51 and does not slide any more, the pressure of the hydraulic cylinder and the oil cylinder is ensured to be stably applied to the to-be-detected piece 6, and the shear strength detection is completed;
be equipped with protector 3 on the connecting rod 2, protector 3 includes mounting panel 31, horizontal pole 33 and contact bolt 34, can dismantle through clamp 32 between mounting panel 31 and the connecting rod 2 and be connected, mounting panel 31 is equipped with two sets of, the symmetry sets up in treating to detect piece 6 both sides, horizontal pole 33 sets up between two sets of mounting panels 31, the through-hole 331 with the horizontal pole 33 adaptation has been seted up to mounting panel 31 both sides, the screw hole 341 that a plurality of corresponds with contact bolt 34 has been seted up to mounting panel 31 middle part array, mounting panel 31 and horizontal pole 33 enclose treating to detect piece 6, be used for stopping treating the sputter that detects piece 6 burst in the testing process, contact bolt 34 offsets with treating to detect piece 6, be used for fixed treating to detect piece 6.
In the first embodiment, as shown in fig. 7 and 8, the to-be-detected member 6 is a masonry, the to-be-detected member 6 includes a middle block 61 and a side block 62, the middle block 61 and the side block 62 are bonded by mortar, the first middle pressing plate 16 and the second middle pressing plate 55 respectively abut against two ends of the middle block 61, and the first side pressing plate 14 and the second side pressing plate 54 respectively abut against two ends of the side block 62;
the first hydraulic device 12 works to control the first side pressing plates 14 on two sides to extend out to prop against the side building blocks 62, a gap of 1-5 mm is reserved between the first middle pressing plate 16 and one end of the middle building block 61, the second hydraulic device 52 controls the second middle pressing plate 55 to move to prop against the other end of the middle building block 61, and a gap of 1-5 mm is reserved between the second side pressing plate 54 and the side building block 62;
the hydraulic pump works, the pressure in the hydraulic cylinder and the oil cylinder rises, the hydraulic rod and the hydraulic column are pushed, two opposite pressures are applied to the to-be-detected piece 6 through the first side pressing plate 14 and the second middle pressing plate 55 on two sides, a monotonic loading method is adopted to carry out a shear strength test of the masonry, the crack development condition and the damage process of the to-be-detected piece 6 are observed in the loading process, and the damage value and the damage characteristic are recorded;
the first hydraulic device 12 and the second hydraulic device 52 are controlled to work, a gap of 1-5 mm is eliminated, the first middle pressing plate 16 is propped against the middle pressing block 61, the second side pressing plate 54 is propped against the side pressing block 62, a load is continuously applied to the to-be-detected piece 6 at a constant speed until the to-be-detected piece 6 is damaged, namely, the to-be-detected piece 6 is deformed or cracked, the middle pressing block 61 and the side pressing block 62 are cracked, balance is broken, the pressures of the first side pressing plate 14 and the second middle pressing plate 55 are respectively transmitted to the second side pressing plate 54 and the first middle pressing plate 16, and the time for cracking the to-be-detected piece 6 can be obtained by detecting the pressures of the second side pressing plate 54 and the first middle pressing plate 16 corresponding to oil cylinders or hydraulic cylinders.
In addition, the first side pressing plate 14 and the second middle pressing plate 55 can be controlled to be pressurized alternately as required, at this time, the second side pressing plate 54 and the first middle pressing plate 16 are not stressed, after a period of time, the second side pressing plate 54 and the first middle pressing plate 16 are controlled to be pressurized, at the same time, the first side pressing plate 14 and the second middle pressing plate 55 are released and are not stressed, the pressure is applied alternately in two directions, the alternating load is realized, the complex stress environment is simulated, and the member 6 to be detected is further tested.
In the second embodiment, the shear strength detection needs to destroy the to-be-detected piece 6, and cannot be directly detected on the wall, when the shear strength detection needs to be performed on the building wall, the shear strength of the masonry is detected by adopting a core drilling method, the core sample is drilled from the wall, the wall hole is filled with materials, the influence on the reliability of the wall is avoided, the shear strength test is performed on the core sample of the masonry, the shear strength of the masonry is converted according to the shear strength of the core sample of the masonry, the core sample of the masonry is generally cylindrical, as shown in fig. 9, the fixing is inconvenient, at this time, the contact bolt 34 needs to be rotated, the contact bolt 34 is urged to abut against the side curved surface of the core sample of the masonry, the fixing is realized, the rubber sleeve can be wrapped on the contact bolt 34, the contact reliability and stability are improved, and the height difference may exist between the middle block 61 and the side block 62, the positions of the first middle pressing plate 16, the first side pressing plate 14, the second middle pressing plate 55 and the second side pressing plate 54 need to be adjusted, and the end faces of the second middle pressing plate 55 and the second side pressing plate 62 are ensured to abut against the middle 61 and the side block 62 are stable, and the load is applied.
In the third embodiment, the part 6 to be detected is a block, and as shown in fig. 10, the first middle pressing plate 16, the first side pressing plate 14, the second middle pressing plate 55 and the second side pressing plate 54 directly abut against the surface of the block;
the load is continuously applied to the piece 6 to be detected at a constant speed, the loading speed is controlled according to the damage of the piece 6 to be detected within 1-3 min, when one sheared surface is sheared, the piece 6 to be detected is considered to be damaged, the experiment is stopped, the damage value and the damage characteristic are recorded, and the subsequent calculation of the shear strength is facilitated.
The working steps are as follows:
step 1, an auxiliary pressurizing assembly 1 and a main pressurizing assembly 5 are assembled through a connecting rod 2, protection devices 3 on two sides and at the bottom are installed, a piece 6 to be detected is placed between the auxiliary pressurizing assembly 1 and the main pressurizing assembly 5, and a test is prepared;
step 2, the first hydraulic device 12 and the second hydraulic device 52 work, the first side pressing plate 14 and the second middle pressing plate 55 are controlled to prop against the to-be-detected piece 6, and load is continuously applied to the to-be-detected piece 6 at a constant speed until the surface of the to-be-detected piece 6 is damaged or cracked;
step 3, stopping the experiment, recording the damage value and the damage characteristic, simultaneously, reversely working the first hydraulic device 12 and the second hydraulic device 52, withdrawing the first side pressing plate 14 and the second middle pressing plate 55, withdrawing the cross rod 33 at the bottom of the to-be-detected piece 6, and taking out the broken to-be-detected piece 6;
and 4, if the alternating load is required to be detected, repeating the step 1, controlling the first side pressing plate 14 and the second middle pressing plate 55 by the first hydraulic device 12 and the second hydraulic device 52 to prop against the to-be-detected piece 6, pressing the second side pressing plate 54 and the first middle pressing plate 16 after a period of time, loosening the first side pressing plate 14 and the second middle pressing plate 55, performing bidirectional pressing detection on the to-be-detected piece 6 in a reciprocating alternating manner, and simulating the shear strength of the to-be-detected piece 6 in a complex stress environment.
The foregoing is only a preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art, who is within the scope of the present invention, should make equivalent substitutions or modifications according to the technical scheme of the present invention and the inventive concept thereof, and should be covered by the scope of the present invention.

Claims (4)

1. The special detection device for the shear strength of the block masonry is characterized by comprising an auxiliary pressurizing assembly (1) and a main pressurizing assembly (5), wherein a piece to be detected (6) is arranged between the auxiliary pressurizing assembly (1) and the main pressurizing assembly (5), and the auxiliary pressurizing assembly (1) and the main pressurizing assembly (5) are used for alternately applying pressure to two opposite surfaces of the piece to be detected (6) to detect the shear strength;
the auxiliary pressurizing assembly (1) comprises a first base (11), a first hydraulic device (12), a first side pressing plate (14) and a first middle pressing plate (16), wherein hydraulic rods corresponding to the first side pressing plate (14) and the first middle pressing plate (16) are arranged on one side of the first hydraulic device (12), and the first side pressing plate (14) is provided with two groups and is symmetrically arranged on two sides of the first middle pressing plate (16);
the main pressurizing assembly (5) comprises a second base (51), a second hydraulic device (52), a second side pressing plate (54) and a second middle pressing plate (55), wherein hydraulic columns corresponding to the second side pressing plate (54) and the second middle pressing plate (55) are arranged on one side of the second hydraulic device (52), and the second side pressing plate (54) and the second middle pressing plate (55) are respectively in one-to-one correspondence with the first side pressing plate (14) and the first middle pressing plate (16);
the bottom of the first side pressing plate (14) is provided with a blocking seat (15), a sliding rod (152) penetrates through the blocking seat (15), a buffer block (151) is arranged at the top end of the sliding rod (152), and a buffer spring is arranged between the buffer block (151) and the blocking seat (15);
a positioning block (541) is arranged at the bottom of the second side pressing plate (54), and a rubber pad is arranged on the upper side of the positioning block (541);
the hydraulic rods are provided with a plurality of groups and are detachably connected with the first side pressing plate (14) and the first middle pressing plate (16) respectively, and a hydraulic cylinder corresponding to the hydraulic rods is arranged in the first hydraulic device (12);
the hydraulic columns are provided with a plurality of groups and are detachably connected with the second side pressing plate (54) and the second middle pressing plate (55) respectively, and an oil cylinder corresponding to the hydraulic columns is arranged in the second hydraulic device (52);
the device is characterized in that a connecting rod (2) is arranged between the first base (11) and the second base (51), a protection device (3) is arranged on the connecting rod (2), the protection device (3) comprises a mounting plate (31), a cross rod (33) and a contact bolt (34), the mounting plate (31) and the connecting rod (2) are detachably connected through a clamp (32), the mounting plate (31) is provided with two groups, the two groups are symmetrically arranged on two sides of a piece to be detected (6), the cross rod (33) is arranged between the two groups of mounting plates (31), through holes (331) matched with the cross rod (33) are formed in two sides of the mounting plate (31), and a plurality of threaded holes (341) corresponding to the contact bolts (34) are formed in a middle array of the mounting plate (31);
the mounting plate (31) and the cross rod (33) are used for blocking sputtered objects which are cracked in the detection process of the to-be-detected piece (6), and the contact bolt (34) is propped against the to-be-detected piece (6) and used for fixing the to-be-detected piece (6).
2. The special detection device for shear strength of a block masonry according to claim 1, wherein the to-be-detected piece (6) comprises a middle block (61) and side blocks (62), the first middle pressing plate (16) and the second middle pressing plate (55) are respectively abutted against two ends of the middle block (61), and the first side pressing plate (14) and the second side pressing plate (54) are respectively abutted against two ends of the side blocks (62).
3. The special detection device for shear strength of a block masonry according to claim 1, wherein nuts and quick-release structures (4) are respectively arranged at two ends of the connecting rod (2), each quick-release structure (4) comprises a clamping block (41), a limiting nut (42) and a check ring (43), a U-shaped groove matched with the connecting rod (2) is axially formed in each clamping block (41), and the check rings (43) are matched with the outlines of the clamping blocks (41).
4. The special detection device for shear strength of the block masonry according to claim 1, wherein the first hydraulic device (12) and the second hydraulic device (52) are respectively provided with a first wire connector (13) and a second wire connector (53), and the first wire connector (13) and the second wire connector (53) are electrically connected with a detection computer.
CN202310883035.3A 2023-07-19 2023-07-19 Special detection device of building block brickwork shear strength Active CN116593323B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202310883035.3A CN116593323B (en) 2023-07-19 2023-07-19 Special detection device of building block brickwork shear strength

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202310883035.3A CN116593323B (en) 2023-07-19 2023-07-19 Special detection device of building block brickwork shear strength

Publications (2)

Publication Number Publication Date
CN116593323A CN116593323A (en) 2023-08-15
CN116593323B true CN116593323B (en) 2023-11-14

Family

ID=87595984

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202310883035.3A Active CN116593323B (en) 2023-07-19 2023-07-19 Special detection device of building block brickwork shear strength

Country Status (1)

Country Link
CN (1) CN116593323B (en)

Citations (55)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5920005A (en) * 1997-08-01 1999-07-06 Moss; Arthur L. Geosynthetic liner testing apparatus and method
JP2003050188A (en) * 2001-08-06 2003-02-21 Ichiro Shimizu Biaxial compression apparatus
CN2650114Y (en) * 2003-11-11 2004-10-20 西安建筑科技大学 In-site dual-brick dual-shear instrument
JP2008046086A (en) * 2006-08-21 2008-02-28 Kagawa Univ Water penetration test machine and water penetration test method
JP2008281429A (en) * 2007-05-10 2008-11-20 Ihi Corp Bonding strength evaluating method of double wrap coupling
KR20080006085U (en) * 2007-06-05 2008-12-10 김윤성 Apparatus for testing shear stress in test bore hole
CN101458183A (en) * 2007-12-11 2009-06-17 郝亮 Mechanical property detecting method for shale porous brick masonry
CN103063509A (en) * 2012-12-29 2013-04-24 西安建筑科技大学 Bidirectional self-balance shear loading device for fired shale masonry and test method therefor
CN103115713A (en) * 2013-01-28 2013-05-22 浙江省钱塘江管理局勘测设计院 Method for testing uplift-resistant bearing capacity of building blocks in building block structure
KR20140021737A (en) * 2012-08-09 2014-02-20 한국기계연구원 Measuring apparatus of compressive shear loading for corrugated wire mesh laminates
CN103760009A (en) * 2014-01-17 2014-04-30 上海理工大学 Brickwork pressure-shearing device
CN104865122A (en) * 2015-05-15 2015-08-26 南京理工大学 Fixture for double shear testing
CN204924817U (en) * 2015-09-08 2015-12-30 北京市房地产科学技术研究所 Mortar shear strength's normal position detection device
CN105424507A (en) * 2016-01-26 2016-03-23 中国海洋大学 Situ detection method for shearing resistance of masonry mortar of masonry structure
CN205333430U (en) * 2015-11-25 2016-06-22 西安科技大学 Rock texture face shear test device
CN105784505A (en) * 2016-03-04 2016-07-20 中国科学院武汉岩土力学研究所 Self-centering double shear test device and type II fracture toughness test method
JP2016133350A (en) * 2015-01-16 2016-07-25 富士通株式会社 Shear test device
CN205506545U (en) * 2016-04-09 2016-08-24 吉林大学 Variable thickness freezes on road surface two shear test seats
CN205786136U (en) * 2016-06-14 2016-12-07 深圳中建院建筑科技有限公司 A kind of core sample double shear autobalance testing stand
CN205844106U (en) * 2016-04-22 2016-12-28 西安石油大学 A kind of two-sided layer electric shearing equipment
CN106383050A (en) * 2016-08-26 2017-02-08 四川省建筑科学研究院 Detection method for detecting brickwork shear strength of cement mortar concrete porous brick wall
CN106769542A (en) * 2017-03-28 2017-05-31 中国科学院武汉岩土力学研究所 A kind of rock shearing loading system
CN106872291A (en) * 2017-03-03 2017-06-20 浙江大学 Masonry cuts pressure device and masonry cuts pressure composite testing method
CN107219131A (en) * 2017-05-15 2017-09-29 东南大学 A kind of asphalt horizontal shear performance test apparatus and method for considering local axial compressive force
CN207610929U (en) * 2017-12-27 2018-07-13 长安大学 Shearing strength, the modulus of shearing measuring device of a kind of masonry along straight joint section
CN207832559U (en) * 2018-03-05 2018-09-07 嘉兴市方圆公正检验行 A kind of adhesive compression shear strength detection device
CN207908282U (en) * 2018-03-07 2018-09-25 四川省建筑科学研究院 A kind of mechanical property of masonry experimental rig and masonry test structure
CN108593464A (en) * 2018-08-02 2018-09-28 中南大学 A kind of test method of pile-soil interface shearing mechanical characteristic
CN110426294A (en) * 2019-07-08 2019-11-08 山东省建筑科学研究院有限公司 A kind of masonry test specimen shearing strength test device and test method
CN110455645A (en) * 2019-08-23 2019-11-15 上海应用技术大学 A kind of railway Stone Filled Embankment shear test device and test method
CN110579397A (en) * 2019-09-29 2019-12-17 太原理工大学 portable restrictive double-sided shear strength test fixture and test method
CN110907289A (en) * 2019-11-15 2020-03-24 河海大学 Shear displacement measurement system of torsional shear apparatus
CN210720006U (en) * 2019-10-14 2020-06-09 河北省建筑科学研究院有限公司 Brickwork check out test set that shears
CN210720019U (en) * 2019-09-17 2020-06-09 南京工业大学 Large-scale visual circulation staight scissors appearance
CN111307617A (en) * 2020-03-30 2020-06-19 南京钢铁股份有限公司 Method and device for testing shear resistance of iron scale on surface of steel plate
CN112098236A (en) * 2020-09-01 2020-12-18 中国电建集团华东勘测设计研究院有限公司 In-situ testing device and testing method for shear strength of concrete-rock mass-spray layer contact surface
CN112393992A (en) * 2020-12-09 2021-02-23 中钢集团洛阳耐火材料研究院有限公司 Refractory material anti-shearing test equipment and test method
CN213022669U (en) * 2020-10-15 2021-04-20 黑龙江省寒地建筑科学研究院 A normal position ejecting device for detecting masonry structure masonry mortar shear strength
CN213456482U (en) * 2020-11-03 2021-06-15 北京航灜精诚检测技术有限公司 Shearing force detection test block
CN113109176A (en) * 2021-03-12 2021-07-13 中国电建集团西北勘测设计研究院有限公司 Jointed rock in-situ shear testing device and method for relaxation process detection
CN213903163U (en) * 2020-10-29 2021-08-06 广东省建设工程质量安全检测总站有限公司 Socket joint type disc buckle type steel pipe support component strength testing device
CN214584410U (en) * 2021-02-07 2021-11-02 陕西省水利电力勘测设计研究院勘察分院 Rock double-sided shear test die
CN113686638A (en) * 2021-08-30 2021-11-23 石家庄铁道大学 Soil body stretching and shearing coupling test device and soil body stretching and shearing coupling test method
CN113916647A (en) * 2021-09-30 2022-01-11 山东大学 Rock fracture shearing seepage coupling test device and test method thereof
CN113984548A (en) * 2021-10-27 2022-01-28 绍兴文理学院 Double-shear test device and method for simulating instability process of rock weak surface
CN114216780A (en) * 2021-12-08 2022-03-22 上海交通大学 Two-dimensional pulling-shearing coupling loading device
CN114324009A (en) * 2022-01-18 2022-04-12 东北石油大学 Testing device for composite fracture toughness of anisotropic rock under tensile-shear stress condition
KR20220049137A (en) * 2020-10-14 2022-04-21 수원대학교산학협력단 Reinforced Masonry Specimens Shear Bond Strength Test Device and Test Method Using It
CN217084520U (en) * 2022-02-28 2022-07-29 山东三越仪器有限公司 Horizontal rolling device of dynamic compression-shear testing machine
CN115046866A (en) * 2022-06-27 2022-09-13 北京林业大学 Open-air detection device of root system-containing soil shear strength parameter
KR102461555B1 (en) * 2022-06-29 2022-11-01 (주)지승씨앤아이 Improved shear key with pre-stressed force to prevent turn over and concrete pry out
CN115931585A (en) * 2022-12-16 2023-04-07 河南省优化工程技术研究院有限公司 Building engineering shear force wall strength and quality detection device
CN115931601A (en) * 2023-01-29 2023-04-07 西京学院 Device and method for detecting shear strength of masonry mortar of brick masonry
CN218823587U (en) * 2023-01-05 2023-04-07 常州市建筑材料研究所有限公司 A fixture device for brickwork through joint shear strength test
CN116448558A (en) * 2023-04-25 2023-07-18 中南大学 Rock mechanics test device and test method

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20060091706A1 (en) * 2004-10-22 2006-05-04 Sunrise Medical Hhg Inc. Seat assembly for wheelchair
DK179720B1 (en) * 2017-08-16 2019-04-11 Jupiter Bach A/S A method of manufacturing composite laminate panel sub-elements for a modular assembly structure, a method of assembling the sub-elements, and a structure assembled of the panel sub-elements
KR20230001064A (en) * 2021-06-25 2023-01-04 정하익 Drone, air craft, mobility, unmanned aerial vehicle and shooting, control, detection, observation, survey, working, mapping, construction, cleaning, delivery, monitoring method, equipment, system

Patent Citations (55)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5920005A (en) * 1997-08-01 1999-07-06 Moss; Arthur L. Geosynthetic liner testing apparatus and method
JP2003050188A (en) * 2001-08-06 2003-02-21 Ichiro Shimizu Biaxial compression apparatus
CN2650114Y (en) * 2003-11-11 2004-10-20 西安建筑科技大学 In-site dual-brick dual-shear instrument
JP2008046086A (en) * 2006-08-21 2008-02-28 Kagawa Univ Water penetration test machine and water penetration test method
JP2008281429A (en) * 2007-05-10 2008-11-20 Ihi Corp Bonding strength evaluating method of double wrap coupling
KR20080006085U (en) * 2007-06-05 2008-12-10 김윤성 Apparatus for testing shear stress in test bore hole
CN101458183A (en) * 2007-12-11 2009-06-17 郝亮 Mechanical property detecting method for shale porous brick masonry
KR20140021737A (en) * 2012-08-09 2014-02-20 한국기계연구원 Measuring apparatus of compressive shear loading for corrugated wire mesh laminates
CN103063509A (en) * 2012-12-29 2013-04-24 西安建筑科技大学 Bidirectional self-balance shear loading device for fired shale masonry and test method therefor
CN103115713A (en) * 2013-01-28 2013-05-22 浙江省钱塘江管理局勘测设计院 Method for testing uplift-resistant bearing capacity of building blocks in building block structure
CN103760009A (en) * 2014-01-17 2014-04-30 上海理工大学 Brickwork pressure-shearing device
JP2016133350A (en) * 2015-01-16 2016-07-25 富士通株式会社 Shear test device
CN104865122A (en) * 2015-05-15 2015-08-26 南京理工大学 Fixture for double shear testing
CN204924817U (en) * 2015-09-08 2015-12-30 北京市房地产科学技术研究所 Mortar shear strength's normal position detection device
CN205333430U (en) * 2015-11-25 2016-06-22 西安科技大学 Rock texture face shear test device
CN105424507A (en) * 2016-01-26 2016-03-23 中国海洋大学 Situ detection method for shearing resistance of masonry mortar of masonry structure
CN105784505A (en) * 2016-03-04 2016-07-20 中国科学院武汉岩土力学研究所 Self-centering double shear test device and type II fracture toughness test method
CN205506545U (en) * 2016-04-09 2016-08-24 吉林大学 Variable thickness freezes on road surface two shear test seats
CN205844106U (en) * 2016-04-22 2016-12-28 西安石油大学 A kind of two-sided layer electric shearing equipment
CN205786136U (en) * 2016-06-14 2016-12-07 深圳中建院建筑科技有限公司 A kind of core sample double shear autobalance testing stand
CN106383050A (en) * 2016-08-26 2017-02-08 四川省建筑科学研究院 Detection method for detecting brickwork shear strength of cement mortar concrete porous brick wall
CN106872291A (en) * 2017-03-03 2017-06-20 浙江大学 Masonry cuts pressure device and masonry cuts pressure composite testing method
CN106769542A (en) * 2017-03-28 2017-05-31 中国科学院武汉岩土力学研究所 A kind of rock shearing loading system
CN107219131A (en) * 2017-05-15 2017-09-29 东南大学 A kind of asphalt horizontal shear performance test apparatus and method for considering local axial compressive force
CN207610929U (en) * 2017-12-27 2018-07-13 长安大学 Shearing strength, the modulus of shearing measuring device of a kind of masonry along straight joint section
CN207832559U (en) * 2018-03-05 2018-09-07 嘉兴市方圆公正检验行 A kind of adhesive compression shear strength detection device
CN207908282U (en) * 2018-03-07 2018-09-25 四川省建筑科学研究院 A kind of mechanical property of masonry experimental rig and masonry test structure
CN108593464A (en) * 2018-08-02 2018-09-28 中南大学 A kind of test method of pile-soil interface shearing mechanical characteristic
CN110426294A (en) * 2019-07-08 2019-11-08 山东省建筑科学研究院有限公司 A kind of masonry test specimen shearing strength test device and test method
CN110455645A (en) * 2019-08-23 2019-11-15 上海应用技术大学 A kind of railway Stone Filled Embankment shear test device and test method
CN210720019U (en) * 2019-09-17 2020-06-09 南京工业大学 Large-scale visual circulation staight scissors appearance
CN110579397A (en) * 2019-09-29 2019-12-17 太原理工大学 portable restrictive double-sided shear strength test fixture and test method
CN210720006U (en) * 2019-10-14 2020-06-09 河北省建筑科学研究院有限公司 Brickwork check out test set that shears
CN110907289A (en) * 2019-11-15 2020-03-24 河海大学 Shear displacement measurement system of torsional shear apparatus
CN111307617A (en) * 2020-03-30 2020-06-19 南京钢铁股份有限公司 Method and device for testing shear resistance of iron scale on surface of steel plate
CN112098236A (en) * 2020-09-01 2020-12-18 中国电建集团华东勘测设计研究院有限公司 In-situ testing device and testing method for shear strength of concrete-rock mass-spray layer contact surface
KR20220049137A (en) * 2020-10-14 2022-04-21 수원대학교산학협력단 Reinforced Masonry Specimens Shear Bond Strength Test Device and Test Method Using It
CN213022669U (en) * 2020-10-15 2021-04-20 黑龙江省寒地建筑科学研究院 A normal position ejecting device for detecting masonry structure masonry mortar shear strength
CN213903163U (en) * 2020-10-29 2021-08-06 广东省建设工程质量安全检测总站有限公司 Socket joint type disc buckle type steel pipe support component strength testing device
CN213456482U (en) * 2020-11-03 2021-06-15 北京航灜精诚检测技术有限公司 Shearing force detection test block
CN112393992A (en) * 2020-12-09 2021-02-23 中钢集团洛阳耐火材料研究院有限公司 Refractory material anti-shearing test equipment and test method
CN214584410U (en) * 2021-02-07 2021-11-02 陕西省水利电力勘测设计研究院勘察分院 Rock double-sided shear test die
CN113109176A (en) * 2021-03-12 2021-07-13 中国电建集团西北勘测设计研究院有限公司 Jointed rock in-situ shear testing device and method for relaxation process detection
CN113686638A (en) * 2021-08-30 2021-11-23 石家庄铁道大学 Soil body stretching and shearing coupling test device and soil body stretching and shearing coupling test method
CN113916647A (en) * 2021-09-30 2022-01-11 山东大学 Rock fracture shearing seepage coupling test device and test method thereof
CN113984548A (en) * 2021-10-27 2022-01-28 绍兴文理学院 Double-shear test device and method for simulating instability process of rock weak surface
CN114216780A (en) * 2021-12-08 2022-03-22 上海交通大学 Two-dimensional pulling-shearing coupling loading device
CN114324009A (en) * 2022-01-18 2022-04-12 东北石油大学 Testing device for composite fracture toughness of anisotropic rock under tensile-shear stress condition
CN217084520U (en) * 2022-02-28 2022-07-29 山东三越仪器有限公司 Horizontal rolling device of dynamic compression-shear testing machine
CN115046866A (en) * 2022-06-27 2022-09-13 北京林业大学 Open-air detection device of root system-containing soil shear strength parameter
KR102461555B1 (en) * 2022-06-29 2022-11-01 (주)지승씨앤아이 Improved shear key with pre-stressed force to prevent turn over and concrete pry out
CN115931585A (en) * 2022-12-16 2023-04-07 河南省优化工程技术研究院有限公司 Building engineering shear force wall strength and quality detection device
CN218823587U (en) * 2023-01-05 2023-04-07 常州市建筑材料研究所有限公司 A fixture device for brickwork through joint shear strength test
CN115931601A (en) * 2023-01-29 2023-04-07 西京学院 Device and method for detecting shear strength of masonry mortar of brick masonry
CN116448558A (en) * 2023-04-25 2023-07-18 中南大学 Rock mechanics test device and test method

Non-Patent Citations (5)

* Cited by examiner, † Cited by third party
Title
Effect of weld root gap on tensile shear strength in dual phase steel;Su Kim Tae;《Journal of power system engineering》;第22卷(第3期);38-43 *
R.C.框架节点抗剪强度影响因素研究综述;王亮;刘闯;张颂娟;;山西建筑(36);80-82 *
多孔砖砌体抗剪强度原位检测的试验研究;蔡安江;郭师虹;曲睿;;实验力学(05);91-95 *
工业灰渣-棉秆纤维灌孔切块砌体的抗剪性能研究;陈瑞林 等;《建筑结构》;1-10 *
烧结保温空心砌块薄灰缝砌体基本力学性能试验研究;白国良;浮广明;权宗刚;王辉;李学军;;建筑结构学报(10);154-161 *

Also Published As

Publication number Publication date
CN116593323A (en) 2023-08-15

Similar Documents

Publication Publication Date Title
US10969314B2 (en) Device and method for anchor bolt (cable) supporting structure test and anchoring system performance comprehensive experiment
CN110441170B (en) Single-shaft bidirectional synchronous control electromagnetic loading dynamic shear test device and test method
CN106644758A (en) Rock direct shear and point load test device and test operation method thereof
CN210775067U (en) True triaxial test system for simulating different temperature influences of deep rock mass
CN102636397A (en) Device and method for rapidly testing comprehensive mechanical properties of anchor bolt
CN211825471U (en) Civil engineering experiment detection device
CN106404519A (en) Test device for splitting tensile fracture under impact-static-hydraulic coupling effect of rock and test method
CN210923350U (en) Concrete impact resistance test device
CN110174232B (en) Testing device, system and method for simulating long-term axial load and impact coupling disaster on component
CN103398900A (en) Lever type tensile test rack
CN101603900B (en) Self-balancing test device and method for directly testing axial tensile strength of early-age concrete
CN205642868U (en) Two -way load combined action capability test device of herringbone post node
CN102043018A (en) Three-dimensional loading simulation test device for tunnel boring machine
CN116593323B (en) Special detection device of building block brickwork shear strength
CN102410960A (en) Method for multifunctional pipe inspection and material testing, and apparatus thereof
CN205062862U (en) Anchor rod drawing device
CN105424507A (en) Situ detection method for shearing resistance of masonry mortar of masonry structure
KR101856377B1 (en) Multi measurement and test device for pile
CN211235281U (en) Concrete uniaxial pressure device
CN110044738B (en) Fatigue test device with controllable applied multi-axis stress of welding seam and application method thereof
CN113984504B (en) Multifunctional rock mechanical test system and test method thereof
CN103575651A (en) Masonry straight joint tangential bonding strength testing instrument and testing method
CN114235573A (en) Dynamic and static drawing test device and method for anchor rod or anchor cable
KR20110094263A (en) Crackable snubber functional test method and device
CN203148657U (en) Device for detecting comprehensive mechanical properties of anchor rods

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant