CN107060322A - Concreting die carrier structure - Google Patents
Concreting die carrier structure Download PDFInfo
- Publication number
- CN107060322A CN107060322A CN201710251853.6A CN201710251853A CN107060322A CN 107060322 A CN107060322 A CN 107060322A CN 201710251853 A CN201710251853 A CN 201710251853A CN 107060322 A CN107060322 A CN 107060322A
- Authority
- CN
- China
- Prior art keywords
- mould bases
- inner chamber
- unhurried current
- current plate
- outer mould
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses a kind of concreting die carrier structure, including relative outer mould bases and interior mould bases, the inner chamber for pouring shear wall is formed between the outer mould bases and the interior mould bases, the unhurried current plate that middle part is arched upward along along cavity heights direction is provided between the outer mould bases and interior mould bases, the unhurried current plate offers close to the side of outer mould bases and first pours mouth along what cavity heights side extended upward through unhurried current plate, the unhurried current plate offers close to the side of interior mould bases and second pours mouth along what cavity heights side extended upward through unhurried current plate, the setting that the present invention passes through the plate that flows slowly, slow down the speed that concrete material flows downward in interior intracavitary, the speed difference for making coarse aggregate and mortar flow downward reduces, so as to weaken the phenomenon of concrete disintegration, improve the quality of concreting.
Description
Technical field
The present invention relates to a kind of building wall construction mould bases, more particularly to a kind of concreting die carrier structure.
Background technology
With continuing to develop for building trade, the requirement for construction support for shuttering is also more and more higher, mould bases right and wrong
Often important strenthening member, its object is to which building template is fixed, when concrete is poured, is supported on building template
Periphery, so as to prevent template movement.
At present, in the prior art, in the Chinese patent document that Authorization Notice No. is CN205444882U, describe
It is a kind of it is cast-in-place build it is prefabricated exempt to dismantle overall assembling insulation exterior sheathing assembling use outer mould bases, including by entablature, sill, left vertical beam
Mast-up is also equipped with the external mould frame surrounded with right vertical beam, external mould frame, entablature, sill, left vertical beam and right vertical beam are located at
In same reference plane, it is ensured that precast facade compound heat preservation die plate monomer after prefabricated laying precast facade compound heat preservation die plate monomer
Outer surface is interval with several heat insulation formwork support beams, several insulations in same level between entablature and sill
The medial surface of pattern plate strutting beam is located in same reference plane with entablature, sill, left vertical beam and right vertical beam, in practice of construction
When, the cast-in-place inner chamber for building shear wall is formed between prefabricated overall assembling insulation exterior sheathing and inner template, wall is banded with interior intracavitary
Reinforcing bar, the inner side of prefabricated overall assembling insulation exterior sheathing is cast-in-place shear wall, and cast-in-place shear wall is with prefabricated overall assembling insulation
The inner template that exterior sheathing and its inner side are installed forms for support cast in situs.
But, above-mentioned this die carrier structure is disadvantageous in that, by concreting to outer mould bases and interior mould bases it
During interior intracavitary, because the whole height of mould bases is higher, the regulation for the drop height degree that freely inclines beyond concrete, coagulation
Coarse aggregate is faster than the falling speed of mortar in earth material, so as to cause concrete segregation phenomenon occur, influences the matter of concreting
Amount.
The content of the invention
It is an object of the invention to provide a kind of concreting die carrier structure, weaken the phenomenon of concrete disintegration, improve
The quality of concreting.
The present invention above-mentioned technical purpose technical scheme is that：A kind of concreting mould bases
Structure, including relative outer mould bases and interior mould bases, are formed between the outer mould bases and the interior mould bases and pour the interior of shear wall
Chamber, is provided with the unhurried current plate that middle part is arched upward along along cavity heights direction between the outer mould bases and interior mould bases, the unhurried current plate is leaned on
The side of nearly outer mould bases, which offers to extend upward through to flow slowly along cavity heights side, the first of plate pours mouth, and the unhurried current plate is close to internal model
The side of frame offers and second pours mouth along what cavity heights side extended upward through unhurried current plate.
By using above-mentioned technical proposal, the unhurried current plate arched upward upwards in the middle part of the setting of interior intracavitary, concrete material is from unhurried current
Interior intracavitary is injected downwardly into the middle part of plate, concrete material gradually can pour mouth and second from first along the upper surface of unhurried current plate and pour
Mouth flows downward, and the present invention slows down the speed that concrete material flows downward in interior intracavitary, make coarse aggregate by the setting for the plate that flows slowly
Reduce with the speed difference that mortar flows downward, so as to weaken the phenomenon of concrete disintegration, improve the quality of concreting.
Further, the side of the unhurried current plate is rotated with inner chamber side side side wall is connected, the opposite side of the unhurried current plate
It is detachably connected with the opposite side side wall of inner chamber.
By using above-mentioned technical proposal, unhurried current plate can be overturn in interior intracavitary so that the plate that flows slowly adjust with it is interior
The fixed position of chamber, is easy to concrete material uniformly to pour mouth from two and flows downward, the unhurried current plate after adjusting can be consolidated
It is fixed, it is to avoid the situation of unexpected upset occurs in unhurried current plate, the placement of unhurried current plate is more consolidated, safety.
Further, the inclination template below unhurried current plate is provided between the outer mould bases and interior mould bases, it is described to incline
Tiltedly template is formed between the inclination template and intracavity sidewall and led to for concrete from the top of inner chamber to the bottom angled of inner chamber
That crosses pours gap.
By using above-mentioned technical proposal, dropped into by two concrete materials for pouring mouth in inclination template, and along
Inclined plane flow direction pours gap, continues to flow downward by pouring gap, tilts the setting of template, makes concrete material in interior intracavitary
Flow velocity it is further retarded, the phenomenon of coarse aggregate and mortar segregation has obtained further improvement, the coagulation after pouring
Soil property amount is higher.
Further, the template that tilts is formed with along the arrangement of lumen width direction towards the rat of unhurried current plate bottom
The deceleration raised line of distribution.
By using above-mentioned technical proposal, the setting of deceleration raised line makes flowing of the concrete material on template is tilted more
It is gentle, stably so that pouring, work is more steady, and obtained concrete walls quality is more preferably.
Further, the both sides for tilting template are provided through to the screw rod outside interior mould bases, outer mould bases, the internal model
The outer surface of frame and outer mould bases is provided with the nut coordinated with screw flight.
By using above-mentioned technical proposal, screw rod coordinates with interior mould bases, outer mould bases screw thread, makes the dismounting of inclination template more
It is convenient, fast, according to different types of concrete material, the inclination model sheetinstallat of varying number may be selected in interior intracavitary, with reality
Now to the control of concrete material speed of perfusion, pouring quality is set to reach most preferably.
Further, in addition to respectively the bed die frame being detachably connected with outer mould bases bottom, interior mould bases bottom, the bed die
Frame is made up of the cross form and vertical framework for being linked to be convex shape from beginning to end, and the bed die frame includes the convex shape connected with inner chamber
Bottom cavity.
By using above-mentioned technical proposal, concrete material behind inner chamber by flowing into bottom cavity, due to being shaped as bottom cavity
Convex shape so that the bottommost width of the concrete walls after pouring is most wide, so that the bottom of whole shear wall is relatively consolidated, is poured
Build mass ratio preferable.
Further, the bottom of the bed die frame is removably connected with the fix bar perpendicular to foundation surface.
By using above-mentioned technical proposal, fix bar is perpendicularly inserted into ground, what bed die frame can be consolidated by fix bar
It is placed on foundation surface, keeps vertical with foundation surface, it is to avoid the situation of off normal occurs in casting process midsole mould bases, and
After the completion of pouring, bed die frame and fix bar can be split, be easy to both to be reused after reclaiming.
Further, the outer mould bases includes multiple module boards arranged along along cavity length direction, each module
The top of plate rotates with module board described in adjacent one and is connected, and is provided with the top of each module board along along cavity heights direction
The spring steel ball of elastic telescopic, the bottom of module board is provided with the positioning hole with spring steel ball location fit described in adjacent one.
By using above-mentioned technical proposal, module board is rotated with adjacent one piece of module board and is connected, and module board is downwardly turned over, just
Accepted in by the turnover of outer mould bases, the placement to outer mould bases saves space, in use, can overturn module board, makes adjacent two
The madial wall of block module board is kept in the same plane, and by spring steel ball and the location fit of positioning hole, makes adjacent two pieces
Keep fixing between module board, so that after outer mould bases is arranged on bed die frame, the shearing that outer mould bases inner surface is correspondingly formed
Metope forms preferable flatness, in the case of outer mould bases and foundation surface absolute upright, the inner surface of each piece of module board
It is vertical with foundation surface so that the shear wall for pouring out is keeping preferable planarization simultaneously, also can with ground it
Between keep preferable up rightness.
In summary, the invention has the advantages that：
1st, the present invention slows down the speed that concrete material flows downward in interior intracavitary, makes coarse aggregate and sand by the setting for the plate that flows slowly
Starch the speed difference flowed downward to reduce, so as to weaken the phenomenon of concrete disintegration, improve the quality of concreting；
2nd, the shearing metope that outer mould bases inner surface is correspondingly formed forms preferable flatness, is definitely hung down in outer mould bases and foundation surface
In the case of straight, the inner surface of each piece of module board is vertical with foundation surface, so that the shear wall for pouring out is being kept
Preferable planarization simultaneously, can also keep preferable up rightness between ground.
Brief description of the drawings
Fig. 1 is the structural representation of the present invention, the overall structure for embodying the present invention；
Fig. 2 is A portions enlarged diagram in Fig. 1, for embodying the mounting structure between adjacent two pieces of module boards.
In figure：1st, outer mould bases；101st, module board；2nd, interior mould bases；3rd, inner chamber；4th, flow slowly plate；5th, first mouth is poured；6th, first
Rotary shaft；7th, second mouth is poured；8th, contiguous block；9th, the first bolt；10th, the first screwed hole；11st, template is tilted；12nd, slow down convex
Bar；13rd, screw rod；14th, nut；15th, the second rotary shaft；16th, bed die frame；1601st, cross form；1602nd, vertical framework；17th, insert
Fill post；18th, bottom cavity；19th, fix bar；20th, spliced eye；21st, positioning hole；22nd, caulking groove；23rd, spring steel ball；24th, gap is poured；
25th, the second screwed hole.
Embodiment
The present invention is described in further detail below in conjunction with accompanying drawing.
Specific embodiment is only explanation of the invention, and it is not limitation of the present invention, those skilled in the art
The modification without creative contribution can be made to the present embodiment as needed after this specification is read, but as long as in this hair
All protected in bright right by Patent Law.
A kind of concreting die carrier structure, as depicted in figs. 1 and 2, including left and right relative outer mould bases 1 and interior mould bases
2, casting concrete is formed with the inner chamber 3 of foundation surface, inner chamber 3 between outer mould bases 1 and interior mould bases 2 to form shearing
Wall, is provided with unhurried current plate 4 between outer mould bases 1 and interior mould bases 2, unhurried current plate 4 is located in the top half of inner chamber 3, and unhurried current plate 4
Portion is arched upward upwards in the short transverse of inner chamber 3 in arc-shaped, and the left side of unhurried current plate 4 is provided with along along the unhurried current length direction of plate 4
First rotary shaft 6 of extension, the left side of plate 4 of flowing slowly is rotated with the left side side wall of inner chamber 3 by the first rotary shaft 6 to be connected, and is flow slowly
Plate 4 can be spun upside down in inner chamber 3, and the right sidewall of inner chamber 3 is fixedly connected with horizontal-extending contiguous block 8, the contiguous block 8
On be provided with vertical the first screwed hole 10 for running through contiguous block 8, the right side of the unhurried current plate 4 is provided with and the spiral shell of the first screwed hole 10
Line coordinate the first bolt 9, the first bolt 9 straight down through unhurried current plate 4 after with the screw thread of the first screwed hole 10 on contiguous block 8
Coordinate, so as to realize that the right sidewall on the right side and inner chamber 3 of unhurried current plate 4 is detachably connected；
As shown in figure 1, unhurried current plate 4 offers vertical first pouring through the unhurried current upper and lower surface of plate 4 close to the side of outer mould bases 1
Mouthfuls 5, unhurried current plate 4 offers close to the side of interior mould bases 2 and vertical second pours mouth 7, concrete through the unhurried current upper and lower surface of plate 4
Material can pour mouth 5 and second by first and pour mouth 7 and flow downward.
As shown in figure 1, being provided with inclination template 11 between outer mould bases 1 and interior mould bases 2, tilt template 11 and be located at unhurried current plate 4
Underface, the incline direction for tilting template 11 be the top from inner chamber 3 gradually to the bottom angled of inner chamber 3, tilt template 11
Right-hand member and inner chamber 3 right sidewall between be formed with for concrete pass through pour gap 24, pour mouth 5 and second from first
Pour the concrete material that mouth 7 flows through to fall in inclination template 11, and flowed downward by tilting template 11；Tilt template 11
The left and right sides be provided with along the screw rod 13 for tilting the extension of template 11 incline direction, screw rod 13 is through to interior mould bases 2, outer mould bases 1
Lateral surface, and interior mould bases 2 and outer mould bases 1 outer surface be provided with the screw thread of screw rod 13 coordinate nut 14, tighten nut 14,
The both sides of inclination template 11 are made to be screwed between outer mould bases 1 and interior mould bases 2；Template 11 is tilted towards unhurried current plate 4 bottom
Rat is formed with deceleration raised line 12, and width arranged distribution of the deceleration raised line 12 along inner chamber 3, the vertical of deceleration raised line 12 cuts
Face is shaped as semicircle.
As shown in figure 1, present invention additionally comprises the bed die frame 16 being detachably connected respectively with outer mould bases 1, the bottom of interior mould bases 2,
Bed die frame 16 is made up of the cross form 1601 and vertical framework 1602 for being linked to be convex shape from beginning to end, and bed die frame 16 is internally hollow
, bed die frame 16 includes the bottom cavity 18 that is connected with the bottom of inner chamber 3, and bottom cavity 18 is shaped as convex shape, outer mould bases 1 and interior mould bases 2
Bottom surface be provided with the inserting post 17 extended straight down, the upper surface of bed die frame 16 is provided with to be coordinated with the grafting of inserting post 17
Spliced eye 20, outer mould bases 1 and interior mould bases 2 is inserted on mould bases 16 on earth, the bottom of bed die frame 16 is removably connected with vertically
Downward vertically in the fix bar 19 of foundation surface, the bottom of bed die frame 16 offers the second screwed hole 25, the upper end of fix bar 19
Coordinate with the screw thread of the second screwed hole 25, ground is inserted into after fix bar 19 is attached on bed die frame 16, then by fix bar 19
It is interior.
As depicted in figs. 1 and 2, outer mould bases 1 includes multiple module boards 101 arranged along along the length direction of inner chamber 3, each piece
The top of module board 101 is provided with the second rotary shaft 15, the bottom of adjacent one piece of module board 101 by the second rotary shaft 15 with
The module board 101 is rotated to be extended on connection, length direction of the pivot center along module board 101, the top of each piece of module board 101
The spring steel ball 23 that the elastic telescopic along in the short transverse of inner chamber 3 is embedded with caulking groove 22, caulking groove 22 is offered, spring steel ball 23 is convex
For the upper surface of module board 101, the bottom of adjacent one piece of module board 101 is provided with the positioning with the location fit of spring steel ball 23
Hole 21, when adjacent two pieces of inner surfaces of module board 101 are on same vertical plane, spring steel ball 23 enters in positioning hole 21, and with determining
Position hole 21 location fit.
Operation principle of the present invention is as follows：The present invention is installed in advance, when pouring shear wall, concrete alignment unhurried current plate
4 middle parts arched upward are toppled over downwards, concrete material from first pour mouth 5 and second pour mouth 7 separately flow into tilt template 11 on,
And slide onto and pour at gap 24 along the inclined plane for tilting template 11, continue to flow downward by pouring gap 24, finally flow
Enter in bottom cavity 18, with the continuous injection of concrete, shear wall is formed in inner chamber 3, so as to complete construction working.
Claims (8)
1. a kind of concreting die carrier structure, including relative outer mould bases (1) and interior mould bases (2), the outer mould bases (1) with
The inner chamber (3) for pouring shear wall is formed between the interior mould bases (2), it is characterised in that：The outer mould bases (1) and interior mould bases
(2) the unhurried current plate (4) that middle part is arched upward along in inner chamber (3) short transverse is provided between, the unhurried current plate (4) is close to outer mould bases
(1) what side offered along in inner chamber (3) short transverse through unhurried current plate (4) first pours mouth (5), the unhurried current plate (4)
Second that the side of close interior mould bases (2) is offered along in inner chamber (3) short transverse through unhurried current plate (4) pours mouth (7).
2. concreting die carrier structure according to claim 1, it is characterised in that：The side of the unhurried current plate (4)
Rotate and be connected with inner chamber (3) side side side wall, the opposite side and the opposite side side wall of inner chamber (3) of the unhurried current plate (4) are detachable
Connection.
3. concreting die carrier structure according to claim 1, it is characterised in that：The outer mould bases (1) and internal model
The inclination template (11) below unhurried current plate (4), the top for tilting template (11) by inner chamber (3) are provided between frame (2)
Portion is formed with for pouring that concrete passes through to the bottom angled of inner chamber (3) between the inclination template (11) and inner chamber (3) side wall
Build gap (24).
4. concreting die carrier structure according to claim 3, it is characterised in that：It is described inclination template (11) towards
The rat of unhurried current plate (4) bottom is formed with the deceleration raised line (12) along inner chamber (3) width arranged distribution.
5. concreting die carrier structure according to claim 3, it is characterised in that：It is described to tilt the two of template (11)
Side is provided through the appearance of the screw rod (13) to interior mould bases (2), outer mould bases (1) outside, the interior mould bases (2) and outer mould bases (1)
Face is provided with the nut (14) coordinated with screw rod (13) screw thread.
6. concreting die carrier structure according to claim 1, it is characterised in that：Also include respectively with outer mould bases
(1) the bed die frame (16) that bottom, interior mould bases (2) bottom are detachably connected, the bed die frame (16) by being linked to be convex shape from beginning to end
Cross form (1601) and vertical framework (1602) are constituted, and the bed die frame (16) includes the convex shape connected with inner chamber (3)
Bottom cavity (18).
7. concreting die carrier structure according to claim 6, it is characterised in that：The bottom of the bed die frame (16)
It is removably connected with the fix bar (19) perpendicular to foundation surface.
8. concreting die carrier structure according to claim 1, it is characterised in that：The outer mould bases (1) includes many
The individual module board (101) arranged along along inner chamber (3) length direction, described in the top and adjacent one of each module board (101)
Module board (101), which is rotated, to be connected, and being provided with the elasticity along in inner chamber (3) short transverse at the top of each module board (101) stretches
The spring steel ball (23) of contracting, the bottom of module board (101) described in adjacent one is provided with determines with spring steel ball (23) location fit
Position hole (21).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710251853.6A CN107060322A (en) | 2017-04-15 | 2017-04-15 | Concreting die carrier structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710251853.6A CN107060322A (en) | 2017-04-15 | 2017-04-15 | Concreting die carrier structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107060322A true CN107060322A (en) | 2017-08-18 |
Family
ID=59599700
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710251853.6A Pending CN107060322A (en) | 2017-04-15 | 2017-04-15 | Concreting die carrier structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107060322A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108203921A (en) * | 2018-01-26 | 2018-06-26 | 四川公路桥梁建设集团有限公司大桥工程分公司 | Suitable for the steel-concrete mixing girder construction and design method of self-compacting concrete cast |
| CN109529746A (en) * | 2018-11-26 | 2019-03-29 | 吴小利 | A kind of convection type reaction kettle |
| CN110485229A (en) * | 2019-07-30 | 2019-11-22 | 湖南交通国际经济工程合作有限公司 | A kind of air bubble mix light-textured soil construction technology |
| US20210277667A1 (en) * | 2018-07-03 | 2021-09-09 | Castawall Australia Pty Ltd | Support structure assembly |
| CN113417452A (en) * | 2021-05-31 | 2021-09-21 | 中国十七冶集团有限公司 | Disassembly-free composite template and construction process thereof |
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| CN205444882U (en) * | 2016-02-07 | 2016-08-10 | 天津鑫德源特能源科技发展有限公司 | Cast -in -placely build that prefabricated dismounting -free is whole to be assembled assembly of heat preservation exterior sheathing and use outer die carrier |
| CN205576855U (en) * | 2016-05-04 | 2016-09-14 | 中建八局第一建设有限公司 | Device is pour in reposition of redundant personnel of dual -purpose concrete |
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| US20100176525A1 (en) * | 2006-08-18 | 2010-07-15 | Sirewall Inc. | Formwork and method for constructing rammed earth walls |
| EP2314786A2 (en) * | 2009-10-22 | 2011-04-27 | Luis Garcia Viar | Constructive element and method for producing said constructive element |
| CN202810872U (en) * | 2012-09-29 | 2013-03-20 | 中铁二十五局集团轨道交通工程有限公司 | Pouring moldboard for tunnel trench |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108203921A (en) * | 2018-01-26 | 2018-06-26 | 四川公路桥梁建设集团有限公司大桥工程分公司 | Suitable for the steel-concrete mixing girder construction and design method of self-compacting concrete cast |
| CN108203921B (en) * | 2018-01-26 | 2023-10-13 | 四川公路桥梁建设集团有限公司大桥工程分公司 | Steel-concrete mixed beam structure suitable for self-compaction concrete pouring |
| US20210277667A1 (en) * | 2018-07-03 | 2021-09-09 | Castawall Australia Pty Ltd | Support structure assembly |
| US11773608B2 (en) * | 2018-07-03 | 2023-10-03 | Castawall Australia Pty Ltd | Support structure assembly |
| CN109529746A (en) * | 2018-11-26 | 2019-03-29 | 吴小利 | A kind of convection type reaction kettle |
| CN110485229A (en) * | 2019-07-30 | 2019-11-22 | 湖南交通国际经济工程合作有限公司 | A kind of air bubble mix light-textured soil construction technology |
| CN113417452A (en) * | 2021-05-31 | 2021-09-21 | 中国十七冶集团有限公司 | Disassembly-free composite template and construction process thereof |
| CN113417452B (en) * | 2021-05-31 | 2022-05-13 | 中国十七冶集团有限公司 | Non-dismantling composite formwork and construction process thereof |
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Application publication date: 20170818 |
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