CN107803918A - One kind experiment pours mould with adjustable beams of concrete - Google Patents
One kind experiment pours mould with adjustable beams of concrete Download PDFInfo
- Publication number
- CN107803918A CN107803918A CN201711080054.3A CN201711080054A CN107803918A CN 107803918 A CN107803918 A CN 107803918A CN 201711080054 A CN201711080054 A CN 201711080054A CN 107803918 A CN107803918 A CN 107803918A
- Authority
- CN
- China
- Prior art keywords
- concrete
- side form
- jack
- bottom plate
- beams
- 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.)
- Pending
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0094—Moulds for concrete test samples
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/02—Moulds with adjustable parts specially for modifying at will the dimensions or form of the moulded article
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N1/00—Sampling; Preparing specimens for investigation
- G01N1/28—Preparing specimens for investigation including physical details of (bio-)chemical methods covered elsewhere, e.g. G01N33/50, C12Q
- G01N1/36—Embedding or analogous mounting of samples
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N1/00—Sampling; Preparing specimens for investigation
- G01N1/28—Preparing specimens for investigation including physical details of (bio-)chemical methods covered elsewhere, e.g. G01N33/50, C12Q
- G01N1/36—Embedding or analogous mounting of samples
- G01N2001/366—Moulds; Demoulding
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Mechanical Engineering (AREA)
- Ceramic Engineering (AREA)
- Manufacturing & Machinery (AREA)
- General Health & Medical Sciences (AREA)
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Immunology (AREA)
- Pathology (AREA)
- Biochemistry (AREA)
- Analytical Chemistry (AREA)
- Life Sciences & Earth Sciences (AREA)
- Health & Medical Sciences (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses one kind experiment mould is poured with adjustable beams of concrete, it is characterized in that base (1) is integrally formed under(-)chassis with bearing bar (3) welding, jack (4) is bolted on base (1), side form and bed die composition die main body, it is carved with size in side form (6) upper surface, lifting member is come come accurate adjustment scantling, jack (4) by push pedal.The present invention provides a kind of experiment and pours mould with adjustable beams of concrete, is applicable to different size beams and pours；Using jack lifting member, swivel becket control direction, concrete beam components can be moved on experimental facilities, save a large amount of manpowers, time.
Description
Technical field
The present invention relates to technical field of concrete production, being related to a kind of can pour different sizes and concrete easy to remove
Mould.
Background technology
1824, Englishman invented Portland cement, was laid a good foundation for the birth of concrete structure.Concrete then with
The features such as by means of its abundant raw material, cheap, random molding, turn into a kind of highly important civil engineering material.Concrete knot
Structure, can also with good durability, fire resistance, globality, normability in addition to making full use of the performance of concrete and reinforcing bar
Gather materials on the spot, the advantages that saving steel so that concrete structure can be able to extensive use in a variety of engineerings.It is so mixed
Xtah Crude Clay structure performance turns into one of important content of colleges and universities' civil engineering research.In the course of the study, often to make
Mass concrete beam studies its various performance, but after the completion of beam pours, and because volume mass is big, is not easy to be moved to each
On kind test apparatus, it is often necessary to which a large amount of manpowers move, and waste time and energy.And usually need to make various sizes of component.
The content of the invention
To solve the above problems, the present invention provides a kind of experiment pours mould with adjustable beams of concrete.
The present invention is achieved through the following technical solutions：Base is integrally formed under(-)chassis with bearing bar welding, very heavy
Top is bolted on base, and side form and bed die composition die main body, size is carved with side form upper surface, by push pedal come smart
True adjustment means size, jack carry out lifting member.
Scale is carved with side form upper surface, and zero graduation is indicated in side form one end, and scale is incremented by along side form direction.
Bottom plate is back taper plate, and bed die is bited into jointly with another bottom plate；It is big that back taper plate bottom plate accounts for bed die area, a side
It is big with beams of concrete lower surface coincidence face in face, can make its moved up with jack during beam do not fall out, the opposing party
Face will not be fallen in casting concrete by pressure.
Bottom plate lower surface and four support bar welding are integral, and are connected integral, composition with jack by swivel becket
Lifting system, lifting member.Swivel becket can make concrete beam components flexible rotating when in placement on experimental facilities.
Bearing bar and bottom plate weld, because base is upward plus the downward weight of jack and jack during lifting member
Lifting force, component can be made to be separated with bottom plate, risen with lifting system.Four bearing bars with support bar in same level,
The weight of component is shared jointly.
Side form is provided with hole, and sliding panel passes through side form by shank of bolt, and side form is connected through a screw thread with shank of bolt, rotates spiral shell
Tightening latch moves push pedal, adjusts template size.
Universal wheel is installed, one end welding handle is easy to remove under base.
It is an advantage of the invention that：The present invention can accurately adjust formwork for placing size, pass through the scale and cunning of side form upper surface
Dynamic plate adjusts size, and sliding panel is threadedly coupled with side form by shank of bolt, can be very good to fix sliding panel, and bed die by
Two pieces of bottom plates are spliced, and bottom plate is connected with jack, support bar, turning collar forms lifting system, upward using jack
The thrust and downward gravity of base and jack, bearing bar and bottom plate weld so that component can separate lifting with template easily and arrive
Required height；Because turning collar is arranged at jack top so that component flexibly adjustment direction can be set until being installed to instrument
It is standby upper.
Brief description of the drawings
Accompanying drawing 1 is structure chart of the invention.
Accompanying drawing 2 is front view of the invention.
Accompanying drawing 3 is top view of the invention.
Accompanying drawing 4 is lifting system disassembly diagram of the invention.
Accompanying drawing 5 is die structure figure of the invention.
Wherein (1) is base, and (2) are universal wheel, and (3) are bearing bar, and (4) are jack, and (5) are support bar, (6)
(12) it is different size side forms, (7) are perforate side form, and (8), (9) are different size bottom plates, and (10) are swivel becket, and (11) are handle
Hand, (13) are sliding panel, and (14) are shank of bolt.
Embodiment
Base (1) one end is welded with handle, and lower section is provided with 4 universal wheels, is easy to the movement of component；Four bearing bars
(3) lower end is welded with base (1), and upper end is welded with bottom plate (8), forms general frame；Bearing bar (3) is used for supporting superstructure
And load is reached into base (1).Jack (4) is bolted on the middle part of base (1), and jack (4) upper end is connected with
Swivel becket (10), adjustment direction when being easy to component placing upper experimental facilities；Four support bar lower ends are welded on swivel becket, on
End is connected with bottom plate (9), and lifting system, lifting system stress in lifting member, by component are collectively formed with jack (4)
Base is delivered to the load of template until ground, lifting system disassembly diagram are shown in accompanying drawing 4.Bottom plate (8) and bottom plate (9)
As shown in Figure 5, bottom plate (9) is back taper plate to connected mode, and bed die is bited into jointly with bottom plate (8).Carve side form (6) upper surface
There is scale, zero graduation is indicated in side form (12) one end, scale is incremental along side form (12) to side form (7) direction.Side form (7) is provided with hole
Hole, sliding panel (13) pass through side form (7) by shank of bolt (14), and side form (7) is connected through a screw thread with shank of bolt, is needing to adjust
During template size, rotating bolt bar (14) moves sliding panel (13), and sliding panel (13) inner surface passes through side form equivalent to pointer
(6) scale of upper surface come determine template adjust size.In casting concrete beam, bottom plate (9) is with bottom plate (8) same
On horizontal plane, bed die is bited into jointly.It can start to pour after regulating size by sliding panel (13), wait after the completion of pouring,
Jack (4) lifting member is stripped concrete beam components by the downward gravity of its upward thrust and base and jack.
After member lifts to height of instrument, component is turned to by proper orientation by swivel becket (10), falls lifting system.
Described above is only the preferred embodiment of the present invention, it should be pointed out that：For the ordinary skill people of the art
For member, under the premise without departing from the principles of the invention, some improvements and modifications can also be made, these improvements and modifications also should
It is considered as protection scope of the present invention.
Claims (7)
1. one kind experiment pours mould with adjustable beams of concrete, it is characterised in that：Base (1) is welded into bearing bar (3)
Under(-)chassis is monolithically fabricated, jack (4) is bolted on base (1), side form and bed die composition die main body, side form
(6) size is carved with upper surface, carrys out lifting member by push pedal come accurate adjustment scantling, jack (4).
2. a kind of experiment according to claim 1 pours mould with adjustable beams of concrete, it is characterised in that：
Scale is carved with side form (6) upper surface, and zero graduation is indicated in side form (12) one end, and scale is square along side form (12) to side form (7)
To incrementally.
3. a kind of experiment according to claim 1 pours mould with adjustable beams of concrete, it is characterised in that：
Bottom plate (9) is back taper plate, and bed die is bited into jointly with bottom plate (8)；It is big that back taper plate bottom plate (9) accounts for bed die area, and one
It is big with beams of concrete lower surface coincidence face for aspect, can make its moved up with jack during beam do not fall out, it is another
Aspect will not be fallen in casting concrete by pressure.
4. a kind of experiment according to claim 1 pours mould with adjustable beams of concrete, it is characterised in that：
Bottom plate (9) lower surface and the welding of 4 support bars (5) are integral, and are connected into jack (4) by swivel becket (10) whole
Body, form lifting system, lifting member.Swivel becket (10) can make concrete beam components flexible when in placement on experimental facilities
Rotate.
5. a kind of experiment according to claim 1 pours mould with adjustable beams of concrete, it is characterised in that：
Bearing bar (3) and bottom plate (8) weld, and component can be made to be separated with bottom plate (8) during lifting member, risen with lifting system.Four
Root bearing bar in same level, shares the weight of component jointly with support bar.
6. a kind of experiment according to claim 1 pours mould with adjustable beams of concrete, it is characterised in that：
Side form (7) is provided with hole, and sliding panel (13) passes through side form (7) by shank of bolt (14), and side form (7) passes through spiral shell with shank of bolt
Line connects, and rotating bolt bar (14) moves sliding panel (13), adjusts template size.
7. a kind of experiment according to claim 1 pours mould with adjustable beams of concrete, it is characterised in that：
Universal wheel (2) is installed, one end welding handle (11) is easy to remove under base (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711080054.3A CN107803918A (en) | 2017-11-06 | 2017-11-06 | One kind experiment pours mould with adjustable beams of concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711080054.3A CN107803918A (en) | 2017-11-06 | 2017-11-06 | One kind experiment pours mould with adjustable beams of concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107803918A true CN107803918A (en) | 2018-03-16 |
Family
ID=61582962
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711080054.3A Pending CN107803918A (en) | 2017-11-06 | 2017-11-06 | One kind experiment pours mould with adjustable beams of concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107803918A (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108327048A (en) * | 2018-03-20 | 2018-07-27 | 安徽理工大学 | A kind of concrete mold that size adjustable is quick detachable |
| CN108387433A (en) * | 2018-03-21 | 2018-08-10 | 安徽理工大学 | A kind of soil sample maintenance mould for frozen soil direct shear test |
| CN108908683A (en) * | 2018-07-27 | 2018-11-30 | 湖北垚美软瓷有限公司 | A kind of adjustable porcelain tendre production auxiliary device of thickness |
| CN109759545A (en) * | 2019-03-30 | 2019-05-17 | 孙清梅 | A kind of building board running gate system |
| CN110006731A (en) * | 2019-04-18 | 2019-07-12 | 国网山东省电力公司电力科学研究院 | The sampling die and method for making sample of the electrical performance test of external insulation anti-pollution flashover coating |
| CN110018041A (en) * | 2019-03-22 | 2019-07-16 | 海盐广益建材有限公司 | Concrete anti-earthquake strength testing device |
| CN111830244A (en) * | 2020-06-28 | 2020-10-27 | 青海民族大学 | Method for reducing water absorption rate and drying shrinkage characteristics of regenerated foam concrete |
| CN112095411A (en) * | 2020-07-22 | 2020-12-18 | 盐城工学院 | Curb slipform machineshop car feeding system |
| CN113043436A (en) * | 2021-03-10 | 2021-06-29 | 深圳市东大洋建材有限公司 | Concrete slab manufacturing mold |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202021672U (en) * | 2011-01-24 | 2011-11-02 | 鞍山盈达能源科技有限公司 | Fast assembling/disassembling brick stopping mould |
| CN206510178U (en) * | 2017-02-28 | 2017-09-22 | 四川建筑职业技术学院 | One kind is adjustable to cross beam mould |
| CN206536621U (en) * | 2017-03-06 | 2017-10-03 | 北京市高强混凝土有限责任公司 | One kind is exempted to plug and pound concrete test block production equipment |
-
2017
- 2017-11-06 CN CN201711080054.3A patent/CN107803918A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202021672U (en) * | 2011-01-24 | 2011-11-02 | 鞍山盈达能源科技有限公司 | Fast assembling/disassembling brick stopping mould |
| CN206510178U (en) * | 2017-02-28 | 2017-09-22 | 四川建筑职业技术学院 | One kind is adjustable to cross beam mould |
| CN206536621U (en) * | 2017-03-06 | 2017-10-03 | 北京市高强混凝土有限责任公司 | One kind is exempted to plug and pound concrete test block production equipment |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108327048A (en) * | 2018-03-20 | 2018-07-27 | 安徽理工大学 | A kind of concrete mold that size adjustable is quick detachable |
| CN108387433A (en) * | 2018-03-21 | 2018-08-10 | 安徽理工大学 | A kind of soil sample maintenance mould for frozen soil direct shear test |
| CN108908683A (en) * | 2018-07-27 | 2018-11-30 | 湖北垚美软瓷有限公司 | A kind of adjustable porcelain tendre production auxiliary device of thickness |
| CN110018041A (en) * | 2019-03-22 | 2019-07-16 | 海盐广益建材有限公司 | Concrete anti-earthquake strength testing device |
| CN109759545A (en) * | 2019-03-30 | 2019-05-17 | 孙清梅 | A kind of building board running gate system |
| CN110006731A (en) * | 2019-04-18 | 2019-07-12 | 国网山东省电力公司电力科学研究院 | The sampling die and method for making sample of the electrical performance test of external insulation anti-pollution flashover coating |
| CN111830244A (en) * | 2020-06-28 | 2020-10-27 | 青海民族大学 | Method for reducing water absorption rate and drying shrinkage characteristics of regenerated foam concrete |
| CN112095411A (en) * | 2020-07-22 | 2020-12-18 | 盐城工学院 | Curb slipform machineshop car feeding system |
| CN113043436A (en) * | 2021-03-10 | 2021-06-29 | 深圳市东大洋建材有限公司 | Concrete slab manufacturing mold |
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|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20180316 |