CN209141122U - Cement mortar specimen molding pneumatic jack die trial - Google Patents

Cement mortar specimen molding pneumatic jack die trial Download PDF

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Publication number
CN209141122U
CN209141122U CN201821123600.7U CN201821123600U CN209141122U CN 209141122 U CN209141122 U CN 209141122U CN 201821123600 U CN201821123600 U CN 201821123600U CN 209141122 U CN209141122 U CN 209141122U
Authority
CN
China
Prior art keywords
bottom wall
die
diaphragm capsule
backing board
cement mortar
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.)
Expired - Fee Related
Application number
CN201821123600.7U
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Chinese (zh)
Inventor
邱全
曹茂柏
刘霞
陈永婷
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.)
Guangxi Qianhua Architectural Design Co ltd
Original Assignee
Huaiyin Institute of Technology
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 Huaiyin Institute of Technology filed Critical Huaiyin Institute of Technology
Priority to CN201821123600.7U priority Critical patent/CN209141122U/en
Application granted granted Critical
Publication of CN209141122U publication Critical patent/CN209141122U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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  • Moulds, Cores, Or Mandrels (AREA)

Abstract

The utility model discloses cement mortar specimen molding pneumatic jack die trials, including setting, there are three integral structure triple-cavity mold box, the backing boards, fastening bolt of die cavity side by side, the backing board that hanging one is equal with bottom wall shape area above each die cavity bottom wall, air cavity is formed between backing board and die cavity bottom wall, it opens up on the partition of three pieces of backing boards and diaphragm capsule through lockhole, fastening bolt is installed in lockhole, backing board and diaphragm capsule are fastened together, air inlet is offered on each die cavity bottom wall respectively, gas nozzle external gas source is installed in air inlet.The utility model assembles and disassembles die worker and imitates high, only backing board and diaphragm capsule need to be locked by fastening bolt, and seal butter without coating, and pneumatic jack backing board is separated with test specimen with diaphragm capsule inner wall, and demoulding is shockproof, ensure that test specimen without whole property.

Description

Cement mortar specimen molding pneumatic jack die trial
Technical field
The utility model relates to the specimen molding die trials of cement or other shot cementitious material ruggedness tests, more specifically It says, it is related to a kind of cement mortar specimen molding pneumatic jack die trial.
Background technique
" cement mortar tryout " JC/T726-2005 of National Development and Reform Committee's publication, is the system of Present Cement glue sand specimen molding Make standard.Die trial including bottom plate 11, end plate 12, partition 13 with clamp device 4 and positioning pin 5 as shown in figure 4, be composed, group Dress method is that two end plates discrete left and right sides, horizontal be inserted between the end plate of left and right of four baffle intervals on bottom plate are formed three A die cavity, one partition of avris are resisted against on positioning pin, and screwing the clamp device on the outside of end plate, to form die trial integrally firm Three joint-trial moulds.It is sealed at end plate, partition and contacts baseplate with butter coating film, in end plate, partition and bottom plate Side brushing thin film model oil or machine oil play buffer action.Cement mortar tryout is fixed on dedicated lever shake table, The cement mortar wet feed being stirred is poured into die trial, vibration moulding is put into standard curing box and conserves.Standard curing diel It is taken out from case afterwards, unclamps fixed screw, touched two end plates and be allowed to separate with partition, test specimen and bottom plate, then touch each partition to make Separated with test specimen and bottom plate, take out test specimen.
This die trial production test specimen has the disadvantage in that 1, end plate, partition fragment assembling work efficiency are low, and end plate and baffle contacts Hold easily-deformable influence specimen size.2, it is struck respectively when demoulding and unloads end plate and partition work efficiency is low, and to support the time short because marking, tap vibration It is also easy to produce the breakage of test specimen end, inside crackle (especially low-intensity test specimen), reduces later period test piece intensity and examine numerical value.
At present in concrete, mortar specimen, also there is pneumatic jack die trial, only opens up suction nozzle air inlet top in die trial bottom It rises, unusable on cement mortar tryout, because cement mortar is in standard curing only diel demoulding, intensity is very Low, test specimen bottom is contacted with the regional area of suction nozzle, can be due to internal stress unevenness for low intensive cement mortar test specimen Generate internal fissure.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of cement to solve the above problems Glue sand specimen molding pneumatic jack die trial, assembly and disassembly die worker imitate height, and without coating sealing butter, demoulding is shockproof, and pneumatic jack takes out test specimen, guarantor Demonstrate,proved test specimen without whole property.
To achieve the above object, the utility model provides following technical solution:
Cement mortar specimen molding pneumatic jack die trial, including integral structure triple-cavity mold box, backing board and fastening bolt, the mould Box end plate and interval vertical that by bottom plate, on bottom plate, both sides are stood vertically be erected on bottom plate, both ends respectively with both sides end plate The partition of connection forms, and cavity forms three die cavitys side by side, hanging one and bottom wall shape face above each die cavity bottom wall between partition The equivalent backing board of product, forms air cavity between backing board and die cavity bottom wall, open up and run through on the partition of three pieces of backing boards and diaphragm capsule Lockhole, fastening bolt are installed in lockhole, and backing board and diaphragm capsule are fastened together, and offer air inlet respectively on each die cavity bottom wall Hole, air inlet is interior to install gas nozzle external gas source.
It is that the air inlet is located at the center of each die cavity bottom wall that the utility model, which is further improved scheme,.Between two parties Stomata is arranged in position, when air inlet upwards top lift it is steady.
The further improvement project of the utility model is that the lockhole spacing simultaneously sets two rows, and fastening bolt installs it respectively Middle locking.Double locking connection is more firm.
The further improvement project of the utility model is that the diaphragm capsule two sides of the bottom are equipped with the stabilizer blade of one.Two sides stabilizer blade Setting makes to form cavity below diaphragm capsule, convenient for connection gas source.
The utility model compared with prior art, has the advantage that
The diaphragm capsule of this die trial is structure as a whole, only need to be by collet instead of the assembling of the partition of former die trial, end plate and bottom plate Plate and diaphragm capsule are locked, and when demoulding first removes the fastening bolt in lockhole, then respectively from air inlet to gas interacvity air-filling, Forming face stress jacks backing board and test specimen, realizes that four peripheral wall of test specimen is separated with die cavity, and last left-hand thread diaphragm capsule takes out test specimen.This Utility model assembles and disassembles die worker and imitates high, and without coating sealing butter, demoulding is shockproof, ensure that test specimen without whole property.
Detailed description of the invention
Fig. 1 is the utility model top view;
Fig. 2 is the A-A cross-sectional view of Fig. 1;
Fig. 3 is the B-B cross-sectional view of Fig. 1.
Fig. 4 is former assembly type die trial structural schematic diagram.
Specific embodiment
As shown in Figure 1 to Figure 3, the utility model includes integral structure triple-cavity mold box 1, backing board 2 and fastening bolt 3, institute Diaphragm capsule 1 is stated by bottom plate 11, the end plate 12 and interval vertical that both sides are stood vertically on bottom plate be erected on bottom plate, both ends difference It is formed with the partition 13 of both sides end plate connection, cavity forms three die cavity 14 side by side between partition, hangs above each 14 bottom wall of die cavity Fill a backing board 2 being equal with bottom wall shape area, between backing board and die cavity bottom wall formed air cavity 15, three pieces of backing boards 2 and It is opened up on the partition 13 of diaphragm capsule through lockhole 16,16 spacing of lockhole simultaneously sets two rows, and two fastening bolts 3 are installed on two rows of locks respectively In hole 16, backing board 2 and diaphragm capsule 1 are fastened together, 1 two sides of the bottom of diaphragm capsule are equipped with the stabilizer blade 18 of one, diaphragm capsule lower section Cavity is formed, air inlet 17 is offered on each 14 bottom wall central position of die cavity respectively, 6 external gas of gas nozzle is installed in air inlet 17 Source.
Specimen molding operating process:
Backing board is aligned with the lockhole on the partition of diaphragm capsule first, fastening bolt is installed and is wherein locked, at this time die trial knot Structure is firm, prevents backing board from secondary shake occurring in the vibration moulding in later period.Then in backing board upper surface and the mould of diaphragm capsule Four peripheral wall brushing thin film model oil of chamber or machine oil, which are fixed on dedicated lever shake table, the water that will be stirred Earth rubber sand wet feed pours into the die cavity of die trial, and vibration moulding is put into standard curing box and conserves.From case after standard curing diel Middle taking-up, removes fastening bolt, and external gas source, entire jacking backing board and examination upwardly are distinguished in the bottom inflow hole of each die cavity Part, test specimen peripheral wall are separated with die cavity peripheral wall, not will form the point contact of gas and test specimen and are destroyed test specimen, then that entire die trial is anti- Button, then test specimen all takes out.

Claims (4)

1. cement mortar specimen molding pneumatic jack die trial, it is characterised in that: including integral structure triple-cavity mold box (1), backing board (2) and Fastening bolt (3), for the diaphragm capsule (1) by bottom plate (11), the end plate (12) and interval vertical that both sides are stood vertically on bottom plate are perpendicular Stand on bottom plate, both ends are formed with the partition of both sides end plate connection (13) respectively, cavity forms three die cavitys side by side between partition (14), the backing board (2) that hanging one is equal with bottom wall shape area above each die cavity (14) bottom wall, backing board and die cavity bottom wall it Between form air cavity (15), open up on the partition (13) of three pieces of backing boards (2) and diaphragm capsule through lockhole (16), fastening bolt (3) is worn In lockhole (16), backing board (2) and diaphragm capsule (1) are fastened together, offer air inlet respectively on each die cavity (14) bottom wall Hole (17), air inlet (17) is interior to install gas nozzle (6) external gas source.
2. a kind of cement mortar specimen molding pneumatic jack die trial according to claim 1, it is characterised in that: the air inlet (17) Positioned at the center of each die cavity (14) bottom wall.
3. a kind of cement mortar specimen molding pneumatic jack die trial according to claim 1, it is characterised in that: between the lockhole (16) Away from and set two rows, fastening bolt (3) installs respectively wherein locks.
4. a kind of cement mortar specimen molding pneumatic jack die trial according to claim 1, it is characterised in that: the diaphragm capsule (1) Two sides of the bottom are equipped with the stabilizer blade (18) of one.
CN201821123600.7U 2018-07-16 2018-07-16 Cement mortar specimen molding pneumatic jack die trial Expired - Fee Related CN209141122U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821123600.7U CN209141122U (en) 2018-07-16 2018-07-16 Cement mortar specimen molding pneumatic jack die trial

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821123600.7U CN209141122U (en) 2018-07-16 2018-07-16 Cement mortar specimen molding pneumatic jack die trial

Publications (1)

Publication Number Publication Date
CN209141122U true CN209141122U (en) 2019-07-23

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821123600.7U Expired - Fee Related CN209141122U (en) 2018-07-16 2018-07-16 Cement mortar specimen molding pneumatic jack die trial

Country Status (1)

Country Link
CN (1) CN209141122U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115892971A (en) * 2022-10-28 2023-04-04 中钢集团郑州金属制品研究院股份有限公司 Cement mortar examination mould and transport anchor clamps

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115892971A (en) * 2022-10-28 2023-04-04 中钢集团郑州金属制品研究院股份有限公司 Cement mortar examination mould and transport anchor clamps
CN115892971B (en) * 2022-10-28 2023-12-15 中钢集团郑州金属制品研究院股份有限公司 Cement mortar test die and transfer clamp

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Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20211221

Address after: 530000 office 920, floor 9, building 1, Anji Wanda Plaza, Nanning, No. 55, Gaoxin Avenue, XiXiangTang District, Nanning, Guangxi Zhuang Autonomous Region

Patentee after: Guangxi QIANHUA Architectural Design Co.,Ltd.

Address before: 223005 Huaian 1 Jiangsu Higher Education Park

Patentee before: HUAIYIN INSTITUTE OF TECHNOLOGY

TR01 Transfer of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20190723