CN202192681U - Internal mold suspension system for a flume mold - Google Patents
Internal mold suspension system for a flume mold Download PDFInfo
- Publication number
- CN202192681U CN202192681U CN2011202650665U CN201120265066U CN202192681U CN 202192681 U CN202192681 U CN 202192681U CN 2011202650665 U CN2011202650665 U CN 2011202650665U CN 201120265066 U CN201120265066 U CN 201120265066U CN 202192681 U CN202192681 U CN 202192681U
- Authority
- CN
- China
- Prior art keywords
- shaped steel
- internal mold
- suspension
- mold
- aqueduct
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Images
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses an internal mold suspension system for a flume mold, characterized in that: at least two mutually-parallel H-shaped steels are horizontally fixed on an internal mold of the flume mold and extend along the direction of a flume mold groove, two surfaces of a flange of the H-shaped steel correspond up and down; at least two mutually-parallel hoisting cross beams are horizontally arranged above the H-shaped steel, the hoisting cross beams are arranged on different surfaces; a suspension arm is arranged on the common perpendicular line of the hoisting cross beam and the H-shaped steel, the upper part of the suspension arm is flexibly connected with the hoisting cross beam by a bearing lead screw, the lower part of the suspension is in fit connection with the H-shaped steel by a roller. The weight of the internal mold is completely born by the suspension system and simultaneously the whole elevation of the internal mold is conveniently adjusted, the size stability of the groove is also ensured and the demolding of the internal mold is also guided.
Description
Technical field
The utility model relates to a kind of suspension, particularly a kind of internal mold suspension that is used for the aqueduct mould.
Background technology
What traditional prefabricated adopted is that case is beam prefabricated, and the internal mold load-bearing is born by bed die through struts transmit to external mold bed die.This kind mode can stay position, the shared hole of pillar at bottom land, must be with the hole shutoff after prefabricated completion internal mold is deviate from.And the inside U profile of aqueduct is a flow surface, and the quality requirement that the inner surface concrete casting is annotated so traditional internal mold supporting way will certainly become the hidden danger in the prefabricated process, has influence on the quality of finished product aqueduct than higher.
For guaranteeing the quality of aqueduct finished product,, people avoid the use of the bottom land pillar thereby expecting the internal mold that can use suspension to lift aqueduct.From the particularity of aqueduct internal mold, suspension needs high stability also when satisfying high load-bearing; Meanwhile, also need and to carry out suitable adjustment to the locus of internal mold.Yet Lift-on/Lift-off System of the prior art all is short of in two function aspects except that high load-bearing to some extent.
The utility model content
The technical problem that the utility model will solve is: a kind of also have when satisfying high load-bearing high stability, the internal mold suspension that is used for the aqueduct mould that can also carry out suitable adjustment to the locus of internal mold are provided.
In order to achieve the above object, the technical scheme of the utility model employing is:
Be used for the internal mold suspension of aqueduct mould, it is characterized in that: horizontal fixed has at least two H shaped steel that are parallel to each other on the internal mold of aqueduct mould, and said H shaped steel extends setting along the direction of aqueduct mold slots, and two surfaces, the edge of a wing of H shaped steel are corresponding up and down; Above H shaped steel, level is provided with at least two lifting crossbeams that are parallel to each other, wherein arbitrary lifting crossbeam and arbitrary H shaped steel antarafacial each other; Common vertical line place at said lifting crossbeam and H shaped steel is equipped with suspension arm, flexibly connects through the load-bearing screw mandrel between the top of suspension arm and the lifting crossbeam, cooperates together through roller between the bottom of suspension arm and the H shaped steel.
Adopt technique scheme, the utility model has reached following beneficial effect with respect to prior art:
Through the H shaped steel on lifting crossbeam, the internal mold and the cooperation of suspension arm, carry the whole weight of internal mold fully, pillar boxing out on bed die when having avoided conventional boxes beam prefabricated guaranteed the quality of aqueduct molding cavity;
Suspension arm flexibly connects through the load-bearing screw mandrel with the lifting crossbeam, and when external mold cooperated in can adjusting through the length of adjustment load-bearing screw mandrel, internal mold guaranteed the design size of aqueduct molding cavity at the height dimension of locus;
Several parallel H shaped steel cooperate the space structure that forms with several parallel lifting crossbeams, can strengthen the stability of whole suspension.
As a kind of optimal way of technique scheme, arbitrary lifting crossbeam and arbitrary H shaped steel are orthogonal.
As to above-mentioned preferred a kind of improvement, the bottom of suspension arm is provided with two groups of rollers vis-a-vis, and two groups of rollers are close to the web both sides of H shaped steel, and every group of roller comprises at least one roller.
Adopt technique scheme; Walking track when H shaped steel also is the internal mold depanning in as the structure load-bearing, thus the roller that is located at the suspension arm bottom can provide guiding as road wheel when the internal mold depanning; Shorten striking time greatly, effectively raised efficiency of construction.
Description of drawings
Fig. 1 is the front view of the preferred implementation of the utility model internal mold suspension of being used for the aqueduct mould;
Fig. 2 is the structural representation of the suspension arm of embodiment shown in Figure 1.
The specific embodiment
Below in conjunction with accompanying drawing and preferred implementation the utility model is done further explanation.
Fig. 1 shows is the front view of the preferred implementation of the utility model internal mold suspension of being used for the aqueduct mould; What Fig. 2 showed is the structural representation of the suspension arm of this embodiment.As shown in the figure; The internal mold suspension that is used for the aqueduct mould of this embodiment; Horizontal fixed has two H shaped steel 1 that are parallel to each other on the internal mold 4 of aqueduct mould, and said H shaped steel 1 extends setting along the direction of aqueduct mold slots, and two surfaces, the edge of a wing of H shaped steel 1 are corresponding up and down.Above H shaped steel 1, level is provided with three lifting crossbeams 2 that are parallel to each other, and said three lifting crossbeams 2 are evenly distributed on the top of H shaped steel, and promptly its three lifting crossbeams 2 are separated by identical range distribution each other above H shaped steel.Wherein, arbitrary lifting crossbeam 2 and arbitrary H shaped steel 1 antarafacial each other; Common vertical line place at said lifting crossbeam 2 and H shaped steel 1 is equipped with suspension arm 3, flexibly connects through load-bearing screw mandrel 31 between the top of suspension arm 3 and the lifting crossbeam 2, cooperates together through roller 32 between the bottom of suspension arm 3 and the H shaped steel 1.
Because H shaped steel 1 is with lifting crossbeam 2 and is horizontally disposed with, then its common vertical line is at vertical direction certainly, thereby suspension arm 3 can carry the weight of internal mold at gravity direction, and is more laborsaving.
Preferred arbitrary lifting crossbeam 2 is orthogonal with arbitrary H shaped steel 1.The bottom that is more preferably suspension arm 3 is provided with the web both sides that 32, two groups of rollers 32 of two groups of rollers vis-a-vis are close to H shaped steel 1, and every group of roller 32 comprises two rollers.The cooperation of H shaped steel 1 and roller 32 makes the walking track when it also becomes the internal mold depanning in as the structure load-bearing like this, and is conveniently stripped.
On above-mentioned base of optimum selection, because therefore the overall weight that internal mold need be born in the top flange of H shaped steel 1 adds cladding plate 11 on the top flange of H shaped steel 1, to improve intensity.
In order to improve the load-bearing effect of suspension, be provided with 3 load-bearing screw mandrels 31 between the top of suspension arm 3 and the lifting crossbeam, said load-bearing screw mandrel 31 disperses each other.
The load-bearing together of a plurality of load-bearing screw mandrels 31 can be shared stressed on the single load-bearing screw mandrel 31; Load-bearing screw mandrel 31 disperses each other, makes suspension arm more stable.
As shown in Figure 2, as a kind of improvement, on lifting crossbeam 2, be provided with the screw (not shown) more than 3, holding out against screw mandrel 33 accordingly with screw holds out against the upper face at suspension arm 3 through screw in addition; The said screw mandrel 33 that holds out against disperses each other.That disperses each other holds out against the stability that screw mandrel 33 has further guaranteed suspension.
Combine the accompanying drawing and the specific embodiment that the utility model has been done detailed explanation above; But the utility model is not limited to this; The technical staff in any present technique field is in the ken that is possessed; Under the prerequisite of the utility model aim, can make various distortion and modification to it.
Claims (6)
1. the internal mold suspension that is used for the aqueduct mould; It is characterized in that: horizontal fixed has at least two H shaped steel that are parallel to each other on the internal mold of aqueduct mould; Said H shaped steel extends setting along the direction of aqueduct mold slots, and two surfaces, the edge of a wing of H shaped steel are corresponding up and down; Above H shaped steel, level is provided with at least two lifting crossbeams that are parallel to each other, wherein arbitrary lifting crossbeam and arbitrary H shaped steel antarafacial each other; Common vertical line place at said lifting crossbeam and H shaped steel is equipped with suspension arm, flexibly connects through the load-bearing screw mandrel between the top of suspension arm and the lifting crossbeam, cooperates together through roller between the bottom of suspension arm and the H shaped steel.
2. the internal mold suspension that is used for the aqueduct mould according to claim 1 is characterized in that: arbitrary lifting crossbeam and arbitrary H shaped steel are orthogonal.
3. the internal mold suspension that is used for the aqueduct mould according to claim 2 is characterized in that: the bottom of suspension arm is provided with two groups of rollers vis-a-vis, and two groups of rollers are close to the web both sides of H shaped steel, and every group of roller comprises at least one roller.
4. the internal mold suspension that is used for the aqueduct mould according to claim 3 is characterized in that: be equipped with cladding plate on the top flange of H shaped steel.
5. the internal mold suspension that is used for the aqueduct mould according to claim 1 is characterized in that: be provided with the load-bearing screw mandrel more than 3 between the top of suspension arm and the lifting crossbeam; Said load-bearing screw mandrel disperses each other.
6. the internal mold suspension that is used for the aqueduct mould according to claim 1 is characterized in that: on the lifting crossbeam, be provided with the screw more than 3, holding out against screw mandrel accordingly with screw holds out against the upper face at suspension arm through screw in addition; The said screw mandrel that holds out against disperses each other.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011202650665U CN202192681U (en) | 2011-07-26 | 2011-07-26 | Internal mold suspension system for a flume mold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011202650665U CN202192681U (en) | 2011-07-26 | 2011-07-26 | Internal mold suspension system for a flume mold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202192681U true CN202192681U (en) | 2012-04-18 |
Family
ID=45947611
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011202650665U Expired - Fee Related CN202192681U (en) | 2011-07-26 | 2011-07-26 | Internal mold suspension system for a flume mold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202192681U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102248599A (en) * | 2011-07-26 | 2011-11-23 | 江苏圣乐机械有限公司 | Inner mould hanging system for aqueduct mould |
| CN113120537A (en) * | 2021-03-16 | 2021-07-16 | 浙江德马科技股份有限公司 | Hanging support structure of logistics equipment |
| CN114182693A (en) * | 2021-12-31 | 2022-03-15 | 浙江交工集团股份有限公司 | Ultrahigh aqueduct local dismantling and rebuilding system and construction method |
-
2011
- 2011-07-26 CN CN2011202650665U patent/CN202192681U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102248599A (en) * | 2011-07-26 | 2011-11-23 | 江苏圣乐机械有限公司 | Inner mould hanging system for aqueduct mould |
| CN113120537A (en) * | 2021-03-16 | 2021-07-16 | 浙江德马科技股份有限公司 | Hanging support structure of logistics equipment |
| CN114182693A (en) * | 2021-12-31 | 2022-03-15 | 浙江交工集团股份有限公司 | Ultrahigh aqueduct local dismantling and rebuilding system and construction method |
| CN114182693B (en) * | 2021-12-31 | 2024-04-26 | 浙江交工集团股份有限公司 | Ultrahigh aqueduct local dismantling reconstruction system and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205530244U (en) | Concrete precast pile mould | |
| CN103878869B (en) | The precast concrete square pile mould of the easy demoulding | |
| CN201496073U (en) | Portal type hydraulic steel mould trolley | |
| CN206503080U (en) | Adjustable-size capping beam template | |
| CN202192681U (en) | Internal mold suspension system for a flume mold | |
| CN201261866Y (en) | Down moving type movable mould frame | |
| CN209533716U (en) | A kind of fixed station A seating high-precision adjustable three-dimensional PC track beam form | |
| CN102248599B (en) | Inner mould hanging system for aqueduct mould | |
| CN203582015U (en) | Small brick stacking machine | |
| CN102730153A (en) | Unfixed adjustable sample box | |
| CN204770585U (en) | Horizontal low pressure casting machine | |
| CN202016109U (en) | Hydraulic internal mold shared by inclined web box girders with different heights | |
| CN201530035U (en) | Horizontal translation device for ballastless track slab lateral module | |
| CN214035697U (en) | Span variable steel mould trolley | |
| CN204183538U (en) | Adjustable Spherical Tank Shell Plates moulding bed | |
| CN206015539U (en) | A kind of beret truss assembled culvert support for shuttering | |
| CN215202566U (en) | Horizontal sliding prefabricated stand board die | |
| CN204748895U (en) | Spacing recess mould fixing device of track board base | |
| CN204036622U (en) | The precast concrete square pile mould of the easy demoulding | |
| CN211762320U (en) | Special mould with adjustable prefabricated beam size of assembly type structure | |
| CN203305358U (en) | Die-demolding wear-free wall slab molding machine | |
| CN203470843U (en) | Hydraulic lifting pattern stripping machine | |
| CN108453871B (en) | Multi-station combined beam column die | |
| CN202316930U (en) | Flat-pushing resin sand modeling box jacking device | |
| CN202752454U (en) | Forming mold of passenger train big circular arc curved partition wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120418 Termination date: 20150726 |
|
| EXPY | Termination of patent right or utility model |