CN201803884U - Test block reserving equipment of hard drying concrete - Google Patents

Test block reserving equipment of hard drying concrete Download PDF

Info

Publication number
CN201803884U
CN201803884U CN2010205713854U CN201020571385U CN201803884U CN 201803884 U CN201803884 U CN 201803884U CN 2010205713854 U CN2010205713854 U CN 2010205713854U CN 201020571385 U CN201020571385 U CN 201020571385U CN 201803884 U CN201803884 U CN 201803884U
Authority
CN
China
Prior art keywords
die trial
pallet
test block
concrete
fixed
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 - Lifetime
Application number
CN2010205713854U
Other languages
Chinese (zh)
Inventor
宋功业
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.)
Jiangsu Dahan Construction Industrial Group Co., Ltd.
Original Assignee
XUZHOU INSTITUTE OF ARCHITECTURAL 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 XUZHOU INSTITUTE OF ARCHITECTURAL TECHNOLOGY filed Critical XUZHOU INSTITUTE OF ARCHITECTURAL TECHNOLOGY
Priority to CN2010205713854U priority Critical patent/CN201803884U/en
Application granted granted Critical
Publication of CN201803884U publication Critical patent/CN201803884U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Sampling And Sample Adjustment (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Abstract

The utility model discloses a set of test block reserving equipment of hard drying concrete, which belongs to the technical field of civil engineering. According to the utility model, a test mold pallet is fixed above a jolting table of a V-B consistometer. A standard test mold is fixed in the test mold pallet and is provided right below a transparent gland. A buffer pad is fixed at a lower end face of the transparent gland. The shape of the buffer pad is a circle which is corresponding with the transparent gland. The central part of the buffer pad is provided with a square hole which is same with the dimension of an inner chamber of standard test mold. The square hole of the buffer pad is provided with a separable liner plate. According to the utility model, the concrete test block is reserved with a concrete standard test mold for better forming the hard drying concrete. The strength of the hard drying concrete can be reflected really, and simultaneously the prior-art V-B consistometer is used. The test block reserving equipment of hard drying concrete further has the following advantages: simple and practical structure, low cost and convenient engineering application.

Description

Equipment is kept somewhere in a kind of dry concrete test block
Technical field
The utility model relates to a kind of concrete strength testing apparatus of field of civil engineering, is specifically related to a kind of dry concrete test block and keeps somewhere equipment.
Background technology
Dry concrete is the concrete (sometimes the slump be 0mm) of the slump less than 10mm.Because the concrete slump is little, leaves and takes method according to the test block of plastic concrete (slump is greater than 30mm) and can't carry out.It is several that the placement method of existing dry concrete test block mainly contains compacting process, pressurization and vibratory drilling method:
(1) compacting process.After compacting process mixes and stirs the dry concrete material exactly, toward the standard die trial (during the filler of 150mm * 150mm * 150mm) with drill steel insert real (in case of necessity with hand beat, drill steel hits reality) method make the concrete test block forced shaping.The test block that this method is kept somewhere, though inner very closely knit, the intensity of the dry concrete that records is well below actual strength.
(2) pressurization.Pressurization is exactly when test block forming, adopts stressed method to make the concrete test block forced shaping.The test block that this method is kept somewhere, internal voids is many, the test block leakiness, the intensity of the dry concrete that records is well below actual strength.
(3) vibratory drilling method.Vibratory drilling method is exactly when test block forming, adopts the method for vibrations to make the concrete test block forced shaping.The test block that this method is kept somewhere, internal voids is many, the test block leakiness, the intensity of the dry concrete that records is well below actual strength.And test block when keeping somewhere grout spray contaminated environment easily.
Above method all can not be reacted the strength character of dry concrete truly, and the concrete just main performance index of intensity.This makes promoting the use of of dry concrete be restricted.
Summary of the invention
In order to overcome above-mentioned the deficiencies in the prior art part, the utility model provides a kind of dry concrete test block to keep somewhere equipment, and existing V-B consistometer is transformed, and the indwelling problem of dry concrete test block is well solved.
The utility model is achieved by the following technical solution: equipment is kept somewhere in a kind of dry concrete test block, comprise V-B consistometer, base is arranged on the V-B consistometer, motor and bumper are housed on the base, but the scale bar of up-down adjustment is arranged at V-B consistometer top, the lower end of scale bar is fixed with transparent gland, on the transparent gland counterweight is housed, be fixed with the die trial pallet above the described bumper, die trial pallet internal fixation has the standard die trial, the standard die trial be positioned at transparent gland under, the lower surface of described transparent gland is fixed with cushion pad, the shape of described cushion pad is the circle that adapts with transparent gland, and the centre of cushion pad has and the identical square hole of standard die trial inner chamber cross sectional dimensions.
Described die trial pallet is the box body of upper end open, box body two ends jug; Both sides are fixed with clamp above the described die trial tray substrate, on the clamp on arbitrary limit or both sides screw hole I are arranged, and are fixed with baffle plate above the die trial tray substrate, and the clamp on baffle plate and both sides surrounds and forms and the suitable space of standard die trial shape; On the base plate of described die trial pallet mounting hole is arranged, on the header board of die trial pallet screw hole II is arranged.
The lining plank that can split is arranged in the square hole of described cushion pad, and lining plank is the square plate suitable with square hole.
The beneficial effects of the utility model are: adopt structure of the present utility model, concentrated the method for pressurization and vibration, and can keep somewhere concrete test block with the concrete standard die trial, make the fine moulding of dry concrete, the intensity that can truly reflect dry concrete has been utilized existing V-B consistometer equipment simultaneously, and is simple and practical, with low cost, be convenient to engineering and use.
Description of drawings
With embodiment the utility model is further specified with reference to the accompanying drawings below.
Fig. 1 is the utility model front view.
Fig. 2 is that the A of Fig. 1 is to view.
Fig. 3 is the left view of Fig. 1.
Fig. 4 is the front view of die trial pallet 2.
Fig. 5 is the B-B cut-open view of Fig. 4.
Fig. 6 is the vertical view of Fig. 4.
Among the figure, 1, V-B consistometer, 11, base, 12, motor, 13, bumper, 14, the scale bar, 15, transparent gland, 2, the die trial pallet, 21, clamp, 21.1, screw hole I, 22, screw hole II, 23, mounting hole, 24, handle, 25, baffle plate, 3, the standard die trial, 4, lining plank, 5, counterweight, 6, cushion pad.
Embodiment
Equipment is kept somewhere in a kind of as shown in drawings dry concrete test block, comprise V-B consistometer 1, base 11 is arranged on the V-B consistometer 1, motor 12 and bumper 13 are housed on the base 11, but the scale bar 14 of up-down adjustment is arranged at V-B consistometer 1 top, the lower end of scale bar 14 is fixed with transparent gland 15, on the transparent gland 15 counterweight 5 is housed, by bolt die trial pallet 2 is arranged above the described bumper 13, die trial pallet 2 internal fixation have standard die trial 3, the standard die trial 3 preferred 150mm * 150mm * 150mm specifications that adopt, 28 days the intensity of concrete that this specification standards test block records is concrete strength, the intensity that other test block draws must just be not easy to the engineering practical application through converting.
Standard die trial 3 be positioned at transparent gland 15 under, the lower surface of described transparent gland 15 is fixed with cushion pad 6, the shape of described cushion pad 6 is the circles that adapt with transparent gland 15, and the centre of cushion pad 6 has and the identical square hole of standard die trial 3 inner chamber cross sectional dimensions.Because the space was bigger when the dry concrete material was gone into mould, closely knit must have a process.When concrete material was just gone into mould, it was suitable for reading generally all to exceed mould, can make top transparent gland 15 be in non-equilibrium state like this, and grout is overflowed.In addition, keep somewhere in the test block operating process, because the vibration of bumper 13, gland 15 certainly will produce with standard die trial 3 and collide, and sends noise.So, cushion pad 6 is made by the thick rubber blanket of 10mm, the outside is circular, diameter is 220mm, there are 150 * 150 square holes the centre, stick with glue and be connected on formation on the gland 15, its effect one is gland and die trial collision when avoiding duty, the 2nd, avoid the grout ejection in the dry concrete test block indwelling process.
As shown in Figure 1 and Figure 2, the lining plank 4 that can split is arranged in the square hole of cushion pad 6, lining plank 4 is square plates suitable with square hole.Lining plank is that the length of side is that 150mm, thickness are the square plate of 10mm, can use the steel plate processing and fabricating, also can be with not making with other materials processing of concrete generation chemical action.Its effect is after concrete material is compacted sinking, fills up the gap between transparent gland 15 and the concrete material.
As Fig. 4, Fig. 5, die trial pallet 2 shown in Figure 6 are box bodys of upper end open, box body two ends jug 24; Both sides are fixed with four clamps 21 above described die trial pallet 2 base plates, wherein on Yi Bian two clamps 21 screw hole I 21.1 is arranged, be fixed with baffle plate 25 above die trial pallet 2 base plates, baffle plate 25 surrounds formation and the suitable space of standard die trial 3 shapes with the clamp 21 on both sides; Two mounting holes 23 are arranged on the base plate of described die trial pallet 2, screw hole II 22 is arranged on the header board of die trial pallet 2.Die trial pallet 2 is formed by Q235 steel plate processing and fabricating, is used for fixing concrete standard die trial 3, and energy and bumper 13 are connected into an integral body when making standard die trial 3 duties, during off working state, and can be for convenience detach.
During use, pass through mounting hole 23 with screw or bolt, die trial pallet 2 is installed and is fastened on the bumper 13, to fill the standard die trial 3 of concrete material then and put into die trial pallet 2, the clamp 21 that is installed in baffle plate 25 and both sides surrounds in the space of formation, and screw in respectively in two screw hole I 21.1 and the screw hole II 22 with screw, standard die trial 3 is fastened in the pallet.Adjust scale bar 14 afterwards, transparent gland 15 is placed on standard die trial 3 tops, it is suitable for reading that cushion pad 6 is adjacent to die trial, just can carry out the indwelling operation of dry concrete reference block then.

Claims (3)

1. equipment is kept somewhere in a dry concrete test block, comprise V-B consistometer (1), base (11) is arranged on the V-B consistometer (1), motor (12) and bumper (13) are housed on the base (11), V-B consistometer (1) but the scale bar (14) of up-down adjustment is arranged at top, the lower end of scale bar (14) is fixed with transparent gland (15), counterweight (5) is housed on the transparent gland (15), it is characterized in that: be fixed with die trial pallet (2) above the described bumper (13), die trial pallet (2) internal fixation has standard die trial (3), standard die trial (3) be positioned at transparent gland (15) under, the lower surface of described transparent gland (15) is fixed with cushion pad (6), the shape of described cushion pad (6) is the circle that adapts with transparent gland (15), and the centre of cushion pad (6) has and the identical square hole of standard die trial (3) inner chamber cross sectional dimensions.
2. equipment is kept somewhere in dry concrete test block according to claim 1, and it is characterized in that: described die trial pallet (2) is the box body of upper end open, box body two ends jugs (24); Described die trial pallet (2) is fixed with clamp (21) in both sides above the base plate, screw hole I (21.1) is arranged on the clamp on arbitrary limit or both sides (21), die trial pallet (2) is fixed with baffle plate (25) above the base plate, baffle plate (25) surrounds formation and the suitable space of standard die trial (3) shape with the clamp (21) on both sides; Mounting hole (23) is arranged on the base plate of described die trial pallet (2), screw hole II (22) is arranged on the header board of die trial pallet (2).
3. equipment is kept somewhere in dry concrete test block according to claim 1 and 2, and it is characterized in that: the lining plank (4) that can split is arranged in the square hole of described cushion pad (6), and lining plank (4) is the square plate suitable with square hole.
CN2010205713854U 2010-10-16 2010-10-16 Test block reserving equipment of hard drying concrete Expired - Lifetime CN201803884U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010205713854U CN201803884U (en) 2010-10-16 2010-10-16 Test block reserving equipment of hard drying concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010205713854U CN201803884U (en) 2010-10-16 2010-10-16 Test block reserving equipment of hard drying concrete

Publications (1)

Publication Number Publication Date
CN201803884U true CN201803884U (en) 2011-04-20

Family

ID=43873383

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010205713854U Expired - Lifetime CN201803884U (en) 2010-10-16 2010-10-16 Test block reserving equipment of hard drying concrete

Country Status (1)

Country Link
CN (1) CN201803884U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102749439A (en) * 2012-07-03 2012-10-24 长安大学 Test and evaluation device for segregation of fresh concrete
CN105300767A (en) * 2015-11-11 2016-02-03 北京航空航天大学 Vibration rolling apparatus of hard concrete test piece
CN105973751A (en) * 2016-06-30 2016-09-28 长安大学 Device and method for acquiring segregation degrees of cement concrete under horizontal centrifugal effects
CN107576781A (en) * 2017-09-15 2018-01-12 中国葛洲坝集团勘测设计有限公司 A kind of device and method for determining pervious concrete service behaviour

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102749439A (en) * 2012-07-03 2012-10-24 长安大学 Test and evaluation device for segregation of fresh concrete
CN102749439B (en) * 2012-07-03 2015-04-22 长安大学 Test and evaluation device for segregation of fresh concrete
CN105300767A (en) * 2015-11-11 2016-02-03 北京航空航天大学 Vibration rolling apparatus of hard concrete test piece
CN105300767B (en) * 2015-11-11 2018-06-26 北京航空航天大学 A kind of vibroroller cmpacting device of dry concrete test specimen
CN105973751A (en) * 2016-06-30 2016-09-28 长安大学 Device and method for acquiring segregation degrees of cement concrete under horizontal centrifugal effects
CN107576781A (en) * 2017-09-15 2018-01-12 中国葛洲坝集团勘测设计有限公司 A kind of device and method for determining pervious concrete service behaviour

Similar Documents

Publication Publication Date Title
CN101441149B (en) Sample preparing machine and method of soil body rapid triaxial test
CN201803884U (en) Test block reserving equipment of hard drying concrete
CN202292965U (en) Hydraulic type vibrating compacting and demolding device
CN101758557B (en) Producing method of track slabs
KR101533335B1 (en) Device For Manufacturing The Conslat And Manufacturing Method Using The Same
CN104308957B (en) A kind of concrete or the compressing apparatus and method of non-burning brick semidry method
CN103776670A (en) Sample preparing mold for testing wall building standard brick strength
CN101762459B (en) Bonding and drawing test clamp and forming mould for cement mortar
CN201322699Y (en) Multi-functional sample preparation device applicable to soil body triaxial tests
CN108265587A (en) Saturating storage functional surface brick and manufacture craft based on building waste crushed material
CN101871863A (en) Test piece preparation mould special for shearing test and preparation method thereof
CN113263586B (en) Forming die of prefabricated reinforced concrete
CN207273500U (en) A kind of dry concrete specimen molding mould
CN203542790U (en) Bench formwork pressing and vibrating system for block forming machine
CN202607787U (en) Compaction device for processing wall building block
CN201613588U (en) Test piece forming device for extrusion flexible concrete elastic modulus test
CN108527640A (en) Prestressing force method for preparing fabricated member
CN114062072A (en) A hollow cylinder remolded appearance is hit real ware for saturation
CN215511525U (en) Fixed concrete shaking table of examination mould
CN214163435U (en) Concrete test's curing means
CN207516113U (en) A kind of solidification of radwaste body sample preparation mold
CN206281700U (en) A kind of levelling flip-shell cement mortar tryout
CN207564654U (en) A kind of pervious concrete compression strength test molding machine
CN200998888Y (en) Cement stake forming machine
CN205642960U (en) A anchor clamps for fixing cylinder plastics examination mould

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: JIANGSU DAHAN CONSTRUCTION INDUSTRIAL GROUP CO., L

Free format text: FORMER OWNER: XUZHOU INSTITUTE OF ARCHITECTURAL TECHNOLOGY

Effective date: 20111104

C41 Transfer of patent application or patent right or utility model
COR Change of bibliographic data

Free format text: CORRECT: ADDRESS; FROM: 221116 XUZHOU, JIANGSU PROVINCE TO: 221600 XUZHOU, JIANGSU PROVINCE

TR01 Transfer of patent right

Effective date of registration: 20111104

Address after: 221600 No. 6, Song Feng Road, Peixian City, Jiangsu, Xuzhou

Patentee after: Jiangsu Dahan Construction Industrial Group Co., Ltd.

Address before: 221116 Jiangsu province Xuzhou city Copper Mt. District School Road No. 26

Patentee before: Xuzhou Institute of Architectural Technology

CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20110420