CN107775781A - A kind of assembly concrete beam mould - Google Patents
A kind of assembly concrete beam mould Download PDFInfo
- Publication number
- CN107775781A CN107775781A CN201711024410.XA CN201711024410A CN107775781A CN 107775781 A CN107775781 A CN 107775781A CN 201711024410 A CN201711024410 A CN 201711024410A CN 107775781 A CN107775781 A CN 107775781A
- Authority
- CN
- China
- Prior art keywords
- plate
- type fixture
- adjustment hole
- horizonal base
- concrete beam
- 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
Links
- 239000000203 mixture Substances 0.000 claims abstract description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 229920003023 plastic Polymers 0.000 claims description 3
- 239000004033 plastic Substances 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 8
- 238000004519 manufacturing process Methods 0.000 description 7
- 238000009434 installation Methods 0.000 description 3
- 238000005034 decoration Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 238000004378 air conditioning Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 210000003195 fascia Anatomy 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
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
- B28B7/02—Moulds with adjustable parts specially for modifying at will the dimensions or form of the moulded article
-
- 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
- B28B7/0002—Auxiliary parts or elements of the mould
- B28B7/0014—Fastening means for mould parts, e.g. for attaching mould walls on mould tables; Mould clamps
-
- 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
- B28B7/22—Moulds for making units for prefabricated buildings, i.e. units each comprising an important section of at least two limiting planes of a room or space, e.g. cells; Moulds for making prefabricated stair units
Landscapes
- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a kind of assembly concrete beam mould, it includes horizonal base plate, left plate, right plate, front end-plate, end plate, upper end reinforcer and several pipes, left plate is perpendicularly fixed at the left side of the upper surface of horizonal base plate, right plate opposing left plate can left and right adjusting the upper surface for being perpendicularly fixed at horizonal base plate right side, by horizonal base plate, left plate and right plate composition pouring basin, front end-plate and end plate seal the front-end and back-end of pouring basin respectively, several pipes are perpendicularly fixed in the left and right sides and bottom surface of pouring basin, the laterally vertical regular arrangement of several pipes, the lower end of upper end reinforcer relative to left plate and right plate be respectively equipped with left side neck and can left and right adjusting right side neck, left side neck and right side neck block the upper end of left plate and right plate respectively.The mould can pour out the beams of concrete of plurality of specifications size, and the two sides of its beams of concrete poured out and bottom surface are formed with the circular hole used for later stage finishing.
Description
Technical field
The present invention relates to a kind of assembly concrete beam mould.
Background technology
Assembled architecture is the building formed using prefabricated component in assemble in site.The advantages of this building is to build speed
Degree is fast, and climate conditionality is small, saves labour and can improve construction quality.In prefabricated assembled frame structure, beam, post
Play critical effect to the resistance to overturning of structure Deng load-supporting part, beam, post design whether rationally and construction quality whether
It is guaranteed and determines the intensity and globality of whole assembled architecture framework.Especially in the multiple area of earthquake, assembling frame
Structural beams, the production of post and quality of connection influence very big on the anti-seismic performance in whole house.Prefabricated assembled frame structure system
Main supporting member --- beam, post can realize industrialized production, and factory's manufacture processing obtains its quality
Effective guarantee.In the last few years, assembling frame structure type was conducted extensive research both at home and abroad, and constantly in original base
Upper reformed AHP, improve constantly load-carrying members performance and connection validity.
At present, common assembly concrete building is only limitted to Side fascia, lining, stair, floor, balcony slab, air-conditioning plate
Deng it is prefabricated, and beam, post even shear wall etc. still need cast-in-place production, so on the one hand reduce efficiency of construction, improve and apply
Work cost, the installation of construction quality, particularly later stage hydroelectric line is on the other hand often influenceed, generally requires to slot, anchor
Deng work, the globality and aesthetic property of girder construction will be destroyed, slightly construction is careless, will produce serious potential safety hazard.
The content of the invention
The technical problems to be solved by the invention, just it is to provide a kind of assembly concrete beam mould, can by the mould
The beams of concrete of plurality of specifications size is poured out, and the two sides of its beams of concrete poured out and bottom surface are formed with after being used for
The circular hole that phase finishing uses.
Solves above-mentioned technical problem, the technical solution adopted by the present invention is as follows：
A kind of assembly concrete beam mould, including horizonal base plate, left plate, right plate, front end-plate, end plate, upper end
Reinforcer and several pipes, left plate are perpendicularly fixed at the left side of the upper surface of horizonal base plate, and right plate opposing left plate can
The right side of the upper surface for being perpendicularly fixed at horizonal base plate of left and right adjusting, cast is formed by horizonal base plate, left plate and right plate
Groove, front end-plate and end plate seal the front-end and back-end of pouring basin respectively, and several pipes are perpendicularly fixed at the left and right of pouring basin
On two sides and bottom surface, the laterally vertical regular arrangement of several pipes, the lower end of upper end reinforcer is relative to left plate and right side
Plate be respectively equipped with left side neck and can left and right adjusting right side neck, left side neck and right side neck block left plate and the right side respectively
The upper end of side plate.
Further, in addition to left side L-type fixture and right side L-type fixture, two sides of left side L-type fixture are distinguished
It is secured by bolts on the left surface of left plate and on the upper surface of horizonal base plate, is provided with the right side of horizonal base plate horizontal
First adjustment hole, the first adjustment hole are waist hole, and a line of right side L-type fixture is secured by bolts in the right flank of right plate
On, another a line is detachably secured in the first adjustment hole by bolt.
Further, in addition to upside L-type fixture, the second adjustment hole, the second regulation are provided with the right side of the reinforcer of upper end
Hole is waist hole, and the second adjustment hole is corresponding with the first adjustment hole, and one side of upside L-type fixture is secured by bolts in the second regulation
Kong Zhong, a downward protrusive board composition right side neck of another side and upper end reinforcer lower surface.
Further, pipe is steel pipe or plastic tube.
Further, it is equipped with and adds between the both sides of left side L-type fixture, right side L-type fixture and upside L-type fixture
Strengthening tendons.
Further, the minimum widith of pouring basin is 200mm.
Further, the length of adjustment hole is 30~100mm.
Compared with prior art, the invention has the advantages that：
1st, pouring basin of the invention can be set according to demand in the longitudinal direction by adjusting right plate in the direction of the width
The position of forward and backward end plate is counted, when pouring, control according to demand is poured into the thickness of the concrete in pouring basin, so as to reach
The purpose of the beams of concrete of plurality of specifications size can be poured out so that without the size respective production mould further according to each beam
Tool, meet the needs of various assembled architecture engineerings, effectively reduce the cost of production molding.
2nd, the present invention is vertically and fixedly provided with pipe in the left and right sides of pouring basin and bottom surface, completes and is stripped pouring
Afterwards, the two sides of the beams of concrete of final molding and bottom surface will be formed with circular hole, be fitted up in the completion of assembled architecture main body
When, the circular hole can be directly used for the fixed point installation of the hydroelectric line and various decorations when building interior is fitted up so that fill
Without setting the processes such as steel joist, drilling, fluting embedded fixing component again when repairing, it also avoid being slotted on beam, anchor
The work of the globality and intensity of beam can be destroyed, ensure that the construction quality of building.
Brief description of the drawings
Fig. 1 is the schematic cross-sectional view of the present invention；
Fig. 2 is the schematic top plan view of the present invention.
Embodiment
A kind of assembly concrete beam mould as depicted in figs. 1 and 2, it includes horizonal base plate 5, left plate 7, right plate
3rd, front end-plate 11, end plate, upper end reinforcer 1, several pipes 12, left side L-type fixture 6, right side L-type fixture 4 and on
Side L-type fixture 2, end plate does not illustrate in figure.
Left plate 7 and the corresponding left and right sides for being vertically positioned at horizonal base plate 5 of right plate 3 or so, left side L-type fixture 6
Two sides be secured by bolts in respectively on the left surface of left plate 7 and the upper surface of horizonal base plate 5 on, so as to by left plate 7
It is fixed on the left side of horizonal base plate 5.The first horizontal adjustment hole 9 is provided with the right side of horizonal base plate 5, the first adjustment hole 9 is waist
Hole, the length of adjustment hole 9,10 is 30~100mm, and a line of right side L-type fixture 4 is secured by bolts in right plate 3
On right flank, another a line is detachably secured in the first adjustment hole 9 by bolt, by bolt in the first adjustment hole 9
Left and right adjusting, so as to realize the left and right adjusting of right plate 3.One pouring basin is formed by horizonal base plate 5, left plate 7 and right plate 3
8, the minimum widith of pouring basin 8 is 200mm, and front end-plate 11 and end plate seal the front-end and back-end of pouring basin 8 respectively, several
Pipe 12 is perpendicularly fixed in the left and right sides and bottom surface of pouring basin 8, the laterally vertical regular arrangement of several pipes 12, pipe
12 be steel pipe or plastic tube.
A upper end reinforcer 1 is respectively equipped with the rear and front end of pouring basin 8, the lower end of upper end reinforcer 1 is relative to a left side
Side plate 7 and right plate 3 are respectively equipped with left side neck 101 and right side neck 102, and left side neck 101 is by two prominent strip plates
Composition.The structure of right side neck 102 is：In upper end, the right side of the lower end of reinforcer 1 is provided with a downward protrusive board, and upper end is strengthened
The second adjustment hole 10 is provided with the right side of part, the second adjustment hole 10 is waist hole, and the second adjustment hole 10 is corresponding with the first adjustment hole 9, on
One side of side L-type fixture 2 is secured by bolts in the second adjustment hole 10, another side and downward protrusive board composition right side neck
102, can left and right adjusting right side neck 102 by L-type fixture 2 on the upside of left and right adjusting.Left side neck 101 and right side neck
102 correspond to the upper end for being stuck in left plate 7 and right plate 3 respectively, and after card is good, left side neck 101 also passes through bolt and left plate 7
Upper end be connected.It is equipped between the both sides of left side L-type fixture 6, right side L-type fixture 4 and upside L-type fixture 2
Reinforcement 13.
When producing beams of concrete, the present invention first is assembled by said structure, steel reinforcement cage is placed in pouring basin 8, it is past
Concrete is poured into a mould in pouring basin, then shocks, strike off, numbering, conserving, form removal, will be in coagulation after form removal due to pipe
Formed with circular hole on Tu Liang two sides and bottom surface, beams of concrete is finally placed in stockyard and conserves to 28 days and can dispatch from the factory.Production
The beams of concrete gone out is applicable to industrial or civilian assembled architecture main body girder construction, and coordinates assembled architecture integration finishing
The fixed point installation of the various electromechanical pipelines and decoration that need.
The above embodiment of the present invention is not limiting the scope of the present invention, and embodiments of the present invention are not limited to
This, all this kind, according to the ordinary technical knowledge and customary means of this area, is not departing from this according to the above of the present invention
Under the premise of inventing above-mentioned basic fundamental thought, modification, replacement or the change of the other diversified forms made to said structure of the present invention
More, all should fall within the scope and spirit of the invention.
Claims (7)
- A kind of 1. assembly concrete beam mould, it is characterised in that：Including horizonal base plate, left plate, right plate, front end-plate, after End plate, upper end reinforcer and several pipes, the left plate are perpendicularly fixed at the left side of the upper surface of the horizonal base plate, institute State the relatively described left plate of right plate can left and right adjusting the upper surface for being perpendicularly fixed at the horizonal base plate right side, by described Horizonal base plate, left plate and right plate composition pouring basin, the front end-plate and end plate seal the front end of the pouring basin respectively And rear end, several described pipes are perpendicularly fixed in the left and right sides and bottom surface of the pouring basin, several described pipes Laterally vertical regular arrangement, the lower end of the upper end reinforcer are respectively equipped with left side neck relative to the left plate and right plate With can left and right adjusting right side neck, the left side neck and right side neck block the upper of the left plate and right plate respectively End.
- 2. assembly concrete beam mould according to claim 1, it is characterised in that：Also include left side L-type fixture and Right side L-type fixture, two sides of the left side L-type fixture are secured by bolts on the left surface of the left plate respectively On the upper surface of the horizonal base plate, the first horizontal adjustment hole is provided with the right side of the horizonal base plate, described first adjusts Knothole is waist hole, and a line of the right side L-type fixture is secured by bolts on the right flank of the right plate, another While it is detachably secured to by bolt in first adjustment hole.
- 3. assembly concrete beam mould according to claim 2, it is characterised in that：Also include upside L-type fixture, institute State and the second adjustment hole is provided with the right side of the reinforcer of upper end, second adjustment hole is waist hole, second adjustment hole and described the One adjustment hole is corresponding, and one side of the upside L-type fixture is secured by bolts in second adjustment hole, another side and institute A downward protrusive board for stating upper end reinforcer lower surface forms the right side neck.
- 4. assembly concrete beam mould according to claim 3, it is characterised in that：The pipe is steel pipe or plastics Pipe.
- 5. assembly concrete beam mould according to claim 4, it is characterised in that：The left side L-type fixture, right side Reinforcement is equipped between the both sides of L-type fixture and upside L-type fixture.
- 6. assembly concrete beam mould according to claim 5, it is characterised in that：The minimum widith of the pouring basin is 200mm。
- 7. assembly concrete beam mould according to claim 6, it is characterised in that：The length of the adjustment hole be 30~ 100mm。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711024410.XA CN107775781A (en) | 2017-10-27 | 2017-10-27 | A kind of assembly concrete beam mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711024410.XA CN107775781A (en) | 2017-10-27 | 2017-10-27 | A kind of assembly concrete beam mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107775781A true CN107775781A (en) | 2018-03-09 |
Family
ID=61431817
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711024410.XA Pending CN107775781A (en) | 2017-10-27 | 2017-10-27 | A kind of assembly concrete beam mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107775781A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108839209A (en) * | 2018-05-29 | 2018-11-20 | 安徽工业大学 | A kind of general Combined formwork for casting concrete beam test specimen |
| CN109632441A (en) * | 2018-12-11 | 2019-04-16 | 扬州大学 | Adjustable thickness test material preparation mold and its method of installation, production plate |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4921204A (en) * | 1989-02-27 | 1990-05-01 | Concrete Pipe & Products Corp. | Adjustable median barrier mold |
| CN201649632U (en) * | 2010-04-17 | 2010-11-24 | 中铁十二局集团建筑安装工程有限公司 | Adjusting and positing frame of variable-section square column template |
| CN104908149A (en) * | 2015-06-30 | 2015-09-16 | 中铁二十三局集团有限公司 | Template system of magnetic-levitation linear track beam and application method |
| CN205530244U (en) * | 2016-01-04 | 2016-08-31 | 江苏汤辰机械装备制造有限公司 | Concrete precast pile mould |
| CN106382005A (en) * | 2016-11-18 | 2017-02-08 | 青岛东捷建设工程有限公司 | Adjustable template system for rapidly pouring precast lintels |
| CN107116668A (en) * | 2017-05-26 | 2017-09-01 | 中国冶集团有限公司 | Adjustable precast lintel typified form device and construction method |
| 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 |
| CN207509451U (en) * | 2017-10-27 | 2018-06-19 | 广东省建筑科学研究院集团股份有限公司 | A kind of assembly concrete beam mould |
-
2017
- 2017-10-27 CN CN201711024410.XA patent/CN107775781A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4921204A (en) * | 1989-02-27 | 1990-05-01 | Concrete Pipe & Products Corp. | Adjustable median barrier mold |
| CN201649632U (en) * | 2010-04-17 | 2010-11-24 | 中铁十二局集团建筑安装工程有限公司 | Adjusting and positing frame of variable-section square column template |
| CN104908149A (en) * | 2015-06-30 | 2015-09-16 | 中铁二十三局集团有限公司 | Template system of magnetic-levitation linear track beam and application method |
| CN205530244U (en) * | 2016-01-04 | 2016-08-31 | 江苏汤辰机械装备制造有限公司 | Concrete precast pile mould |
| CN106382005A (en) * | 2016-11-18 | 2017-02-08 | 青岛东捷建设工程有限公司 | Adjustable template system for rapidly pouring precast lintels |
| 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 |
| CN107116668A (en) * | 2017-05-26 | 2017-09-01 | 中国冶集团有限公司 | Adjustable precast lintel typified form device and construction method |
| CN207509451U (en) * | 2017-10-27 | 2018-06-19 | 广东省建筑科学研究院集团股份有限公司 | A kind of assembly concrete beam mould |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108839209A (en) * | 2018-05-29 | 2018-11-20 | 安徽工业大学 | A kind of general Combined formwork for casting concrete beam test specimen |
| CN109632441A (en) * | 2018-12-11 | 2019-04-16 | 扬州大学 | Adjustable thickness test material preparation mold and its method of installation, production plate |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203049832U (en) | Assembling type shear wall structure | |
| CN107143034A (en) | A kind of assembly concrete frame structure beam column rigid connection node | |
| CN201206328Y (en) | Preform formwork of cast-in-place concrete rib floor | |
| CN106121107B (en) | Assemble type concrete slab and its plate dry type connection method | |
| CN206233431U (en) | A kind of assembled light gauge cold-formed steel shape composite floor | |
| CN108571071A (en) | Prefabricated PC beams of concrete column connected node and construction method | |
| CN201874087U (en) | Construction steel structure system | |
| CN108532796A (en) | Assembly concrete shear wall and face inner beam rigid connection node and construction method | |
| CN108867860A (en) | A kind of precast reinforced concrete beam plate body system and prefabricated rod structure entirety assembling constructing method | |
| CN107775781A (en) | A kind of assembly concrete beam mould | |
| CN206157913U (en) | Assembled square steel tube concrete post and girder steel connected node | |
| CN107639723A (en) | A kind of the production template and production method of concrete prefabricated wallboard with holes | |
| CN207509451U (en) | A kind of assembly concrete beam mould | |
| CN107587604B (en) | Socket type plate column assembly structure and installation method thereof | |
| CN208899692U (en) | Beam rigid connection node outside assembly concrete shear wall and face | |
| CN202644980U (en) | Joint reinforcing system for structural edge member formwork | |
| CN107856177A (en) | A kind of assembly concrete post mold | |
| CN205976166U (en) | Assembled composite floor slab | |
| CN210658659U (en) | Split level prefabricated window and steel construction connected node of wafing | |
| CN204662739U (en) | A kind of steel bar truss floor support plate and light-steel light-concrete combining structure | |
| CN207509468U (en) | A kind of assembly concrete post mold | |
| CN103541434B (en) | The complete cross Combined concrete node of assembled | |
| CN113356424A (en) | Construction method for prefabricating external wall panel | |
| CN207032474U (en) | A kind of assembly concrete frame structure beam column rigid connection node | |
| CN106638956A (en) | Concrete wallboard and ribbed slab dry type connection node |
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 | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180309 |