CN215947896U - Novel end mould suspension structure - Google Patents
Novel end mould suspension structure Download PDFInfo
- Publication number
- CN215947896U CN215947896U CN202120568659.2U CN202120568659U CN215947896U CN 215947896 U CN215947896 U CN 215947896U CN 202120568659 U CN202120568659 U CN 202120568659U CN 215947896 U CN215947896 U CN 215947896U
- Authority
- CN
- China
- Prior art keywords
- support
- end mould
- suspension system
- mould
- adjustment state
- 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.)
- Active
Links
Images
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a novel end die suspension structure which comprises a suspension system, a screw rod, an end die, a support, an end die support, a guardrail, a ladder stand, a connecting end die support, a horizon, an embedded part, foundation subsidence, a first adjusting state, an end die template and a datum line. According to the utility model, the suspension system is additionally arranged, is fixed on the end die support and is connected with the end die template through the screw rod, so that the suspension effect is achieved. The end die is adjusted through the suspension system instead of being lifted by means of external force before, so that the problems that time and labor are wasted, the use cost is increased and the like in the prior art are solved.
Description
Technical Field
The utility model relates to a novel end mold suspension structure, in particular to the technical field of a short-line method section box girder fixed end mold system.
Background
Bridge construction is an important ring of road traffic construction, and no matter the appearance or construction environment of a bridge, a hanging basket is one of key devices for bridge construction, and the hanging basket is a main device in cantilever construction and can be divided into 4 types, namely a truss type, a diagonal-pulling type, a section steel type and a mixed type, according to the structural form. According to the development guidance of 'factory prefabrication, assembly construction and information management' in the field of national bridge engineering, the segment prefabricated and assembled highway bridge can be rapidly developed due to excellent bridge forming durability, and more countries or regions begin to use the segment prefabricated and assembled construction mode in a large range. Because the bearing capacity of the segment prefabricated template is large, the foundation of the construction site needs to have good bearing capacity. In particular, the fixed end die structure is used as a dimension marking rod of the whole section beam, and the dimension is required to be accurate and fixed during construction.
However, in some areas, the foundation is soft, the large-capacity templates cannot be supported for a long time, and the fixed size is easy to change, so that frequent measurement and adjustment are required. The end die adjustment mode that uses commonly at present needs to carry out hoist and mount adjustment with the help of external force (like the overhead traveling crane), and is more time-consuming and laborious.
Disclosure of Invention
The utility model aims to solve the defects of the prior art, and provides a novel end mold suspension structure to solve the problems that the conventional end mold adjustment mode in the background art needs to be adjusted by external force (such as a crown block) and is time-consuming and labor-consuming.
In order to achieve the purpose, the utility model provides the following technical scheme: the utility model provides a novel end mould suspension structure, includes suspension system, lead screw, end mould, support, end mould support, guardrail, cat ladder, connection end mould support, horizon, built-in fitting, ground sink, first adjustment state, second adjustment state, datum line, third adjustment state, end mould template, datum line.
Preferably, the upper side of the end mold support is fixedly provided with an end mold, the end mold is formed by combining an end mold fixing block section and an end mold changing block section, and the upper side of an end mold platform of the end mold support is provided with a suspension system.
Preferably, a connecting end mold support is arranged on the upper side of an end mold platform of the end mold support, a suspension system is fixedly arranged on the other side of the connecting end mold support, and a support is fixedly arranged at the bottom end of the suspension system.
Preferably, the end die is provided with an end die template, a support of the suspension system is connected with a support of the end die template arranged on the end die through a lead screw, and the end die support is connected with an external foundation through an embedded part.
Preferably, the fixed cat ladder that is provided with of end mould support lateral part terminal surface, the fixed guardrail that is provided with of cat ladder upside, the guardrail all adopts channel-section steel setting with the cat ladder, the end mould support can adopt the I-shaped steel setting.
Preferably, the foundation is sunk, the first adjustment state, the second adjustment state and the third adjustment state form a suspension system working flow chart, the foundation is fixed with the end mold support after the end mold is adjusted, if the foundation is sunk in a construction site in some areas with soft foundations, the position of the end mold is moved, a datum line between the end mold template and the end mold is deviated, when the datum line is inaccurate in size and needs to be adjusted, the end mold template is connected with the suspension system in the first adjustment state, the suspension system in the first adjustment state enables the end mold template to be separated from the end mold support, the suspension system lifts the end mold template in the second adjustment state, and the end mold template and the end mold support are fixed in the third adjustment state after the adjustment is completed.
The utility model provides a novel end mold suspension structure, which has the following beneficial effects:
the utility model is additionally provided with a suspension system which is fixed on an end mould bracket and is connected with an end mould template through a screw rod to play a role of suspension, if the foundation sinks in a construction site in some areas with soft foundation, so that the position of the end mould moves, a datum line between the end mould template and the end mould deviates, the datum line is inaccurate in size and needs to be adjusted, the end mould template is connected with the suspension system in a first adjustment state, the suspension system in the first adjustment state enables the end mould template to be separated from the end mould bracket, the suspension system in a second adjustment state lifts the end mould template, and after the adjustment is finished, the end mould template and the end mould bracket are fixed in a third adjustment state. The end die is adjusted through the suspension system instead of being lifted by means of external force (such as a crown block) in the prior art, so that the end die is adjusted, and the problems that the prior art wastes time and labor, and the use cost is increased are solved.
Drawings
The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate embodiments of the utility model and together with the description serve to explain the principles of the utility model without limiting the utility model in which:
fig. 1 is a front view of a novel end mold suspension structure provided by the utility model;
fig. 2 is a partial structural schematic view of a novel end mold suspension structure provided by the utility model;
fig. 3 is a partial structural schematic view of a novel end mold suspension structure provided by the utility model;
fig. 4 is a partial structural schematic view of a novel end mold suspension structure provided by the utility model;
fig. 5 is a flow chart of the operation of the suspension system of the novel end mold suspension structure provided by the utility model;
fig. 6 is a flow chart of the operation of the suspension system of the novel end mold suspension structure provided by the utility model;
fig. 7 is a flow chart of the operation of the suspension system of the novel end mold suspension structure provided by the utility model;
fig. 8 is a flow chart of the operation of the suspension system of the novel end mold suspension structure provided by the utility model;
fig. 9 is a flow chart of the operation of the suspension system of the novel end mold suspension structure provided by the utility model;
in the figure: 1. a suspension system; 2. a lead screw; 3. end die; 4. a support; 5. an end mold support; 6. a guardrail; 7. climbing a ladder; 8. connecting the end mold supports; 9. a horizon; 10. embedding parts; 11. sinking the foundation; 12. a first adjustment state; 13. a second adjustment state; 14. a reference line; 15. a third adjustment state; 16. and (4) end die templates.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-9, the present invention provides the following technical solutions: the utility model discloses a novel end die suspension structure which comprises a suspension system 1, a screw rod 2, an end die 3, a support 4, an end die support 5, a guardrail 6, a ladder stand 7, a connecting end die support 8, a ground level line 9, an embedded part 10, a foundation subsidence 11, a first adjustment state 12, a second adjustment state 13, a datum line 14, a third adjustment state 15, an end die template 16 and a datum line 14.
As shown in fig. 1, the present embodiment provides a novel end mold suspension structure, which is characterized in that: the upper side of the end die support 5 is fixedly provided with an end die 3, the end die 3 is formed by combining an end die fixing block section and an end die changing block section, and the upper side of an end die platform of the end die support 5 is provided with a suspension system 1.
As shown in fig. 2 to 4, the present embodiment provides a novel end mold suspension structure, which is characterized in that: the upper side of the end mould platform of the end mould support 5 is provided with a connecting end mould support 8, the other side of the connecting end mould support 8 is fixedly provided with a suspension system 1, and the bottom end of the suspension system 1 is fixedly provided with a support 4.
As shown in fig. 1, the present embodiment provides a novel end mold suspension structure, which is characterized in that: the end die 3 is provided with an end die template 16, the support 4 of the suspension system 1 is connected with the support of the end die template 16 arranged on the end die 3 through a screw rod 2, and the end die support 5 is connected with an external foundation through an embedded part 10.
As shown in fig. 1, the present embodiment provides a novel end mold suspension structure, which is characterized in that: the fixed cat ladder 7 that is provided with of 5 lateral part terminal surfaces of end mould support, the fixed guardrail 6 that is provided with of 7 upsides of cat ladder, guardrail 6 all adopts channel-section steel setting with cat ladder 7, end mould support 5 can adopt the I-shaped steel setting.
As shown in fig. 6-9, the present embodiment provides a novel end mold suspension structure: the foundation subsidence 11, the first adjustment state 12, the second adjustment state 13 and the third adjustment state 15 form a suspension system work flow chart, when the end mould 3 is adjusted, the end mould is fixed with the end mould bracket 5, if in some areas with soft foundation, the foundation of the construction site sinks 11, so that the position of the end mould 3 moves, the datum line 14 between the end mould template 16 and the end mould 3 deviates at the moment, when the datum line 14 is inaccurate in size and needs to be adjusted, in the first adjustment state 12, in which the end form panel 16 is connected to the suspension system 1, the suspension system 1 in the first adjustment state 12 separates the end form panel 16 from the end form support 5, meanwhile, the suspension system 1 lifts the end formwork panel 16 in the second adjustment state 13, and after the adjustment is completed, the end formwork panel 16 and the end formwork support 5 are fixed in the third adjustment state 15.
The utility model has the following use process: the method is characterized in that a suspension system 1 is additionally arranged, the suspension system 1 is fixed on an end mould bracket 5 and is connected with an end mould template 16 through a screw rod 2 to play a suspension role, if in some areas with soft foundations, the foundation of a construction site sinks 11, so that the position of the end mould 3 moves, a reference line 14 between the end mould template 16 and the end mould 3 deviates, the size of the reference line 14 is inaccurate and needs to be adjusted, the end mould template 16 is connected with the suspension system 1 in a first adjusting state 12, the suspension system 1 in the first adjusting state 12 enables the end mould template 16 to be separated from the end mould bracket 5, the suspension system 1 lifts the end mould template 16 in a second adjusting state 13, and after the adjustment is finished, the end mould template 16 and the end mould bracket 5 are fixed in a third adjusting state 15. The end die is adjusted through the suspension system instead of being lifted by means of external force (such as a crown block) in the prior art, so that the end die is adjusted, and the problems that the prior art wastes time and labor, and the use cost is increased are solved.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (5)
1. The utility model provides a novel end mould suspends structure in midair, includes suspension system (1), lead screw (2), end mould (3), support (4), end mould support (5), guardrail (6), cat ladder (7), connection end mould support (8), horizon (9), built-in fitting (10), ground sink (11), first adjustment state (12), second adjustment state (13), datum line (14), third adjustment state (15), end mould template (16), datum line (14), the fixed end mould (3) that is provided with of end mould support (5) upside, the end mould platform upside of end mould support (5) is provided with suspension system (1), support (4) of suspension system (1) are connected through the support of the end mould template (16) that set up on lead screw (2) and the end mould (3), ground sink (11), first adjustment state (12), The second adjustment state (13) and the third adjustment state (15) form a suspension system work flow chart.
2. The novel end mold suspension structure of claim 1, wherein: the end die (3) is formed by combining an end die fixing block section and an end die changing block section.
3. The novel end mold suspension structure of claim 1, wherein: the upper side of an end mould platform of the end mould support (5) is provided with a connecting end mould support (8), the other side of the connecting end mould support (8) is fixedly provided with a suspension system (1), and the bottom end of the suspension system (1) is fixedly provided with a support (4).
4. The novel end mold suspension structure of claim 1, wherein: the end mould (3) is provided with an end mould template (16), and the end mould bracket (5) is connected with an external foundation through an embedded part (10).
5. The novel end mold suspension structure of claim 1, wherein: the end die support is characterized in that a crawling ladder (7) is fixedly arranged on the end face of the side portion of the end die support (5), a guardrail (6) is fixedly arranged on the upper side of the crawling ladder (7), channel steel is arranged on the guardrail (6) and the crawling ladder (7), and the end die support (5) can be arranged through I-shaped steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120568659.2U CN215947896U (en) | 2021-03-19 | 2021-03-19 | Novel end mould suspension structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120568659.2U CN215947896U (en) | 2021-03-19 | 2021-03-19 | Novel end mould suspension structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215947896U true CN215947896U (en) | 2022-03-04 |
Family
ID=80566926
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120568659.2U Active CN215947896U (en) | 2021-03-19 | 2021-03-19 | Novel end mould suspension structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215947896U (en) |
-
2021
- 2021-03-19 CN CN202120568659.2U patent/CN215947896U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102535353A (en) | Construction method for box beam swinging body striding on expressways and railways in rail transit | |
| CN106836262A (en) | A kind of construction method of packaged type bridges substructure | |
| CN111519950A (en) | Fully-assembled railway passenger station double-column concrete canopy and construction method thereof | |
| CN109868726A (en) | A kind of prefabricated assembled cylindricality bridge pier and its construction method | |
| CN212001122U (en) | Controllable construction mechanism that subsides of open caisson slip-form direction | |
| CN209907183U (en) | Highway assembled abutment | |
| CN109268029B (en) | A kind of large span weak surrounding rock freeway tunnel | |
| CN215947896U (en) | Novel end mould suspension structure | |
| CN208266912U (en) | A kind of roadbed section retaining wall | |
| CN106978783B (en) | Hanging basket for pouring inclined web type continuous beam cantilever | |
| CN113373817A (en) | Precise adjusting construction method and device for wedge-shaped blocks of longitudinal and transverse slopes of precast beam | |
| CN113403947A (en) | Novel end mould suspension structure | |
| CN107299640A (en) | A kind of variable cross-section well shaft type ground continuous wall base and its construction method | |
| CN112267337A (en) | Assembled channel type soilless roadbed | |
| CN110863652A (en) | Precise positioning and mounting method for prefabricated and assembled double-section stand column | |
| CN107974930B (en) | Segment-assembled balance swivel gate-shaped pier and construction method thereof | |
| CN206503079U (en) | A kind of packaged type bridges substructure | |
| CN113106821B (en) | Hoisting and positioning device and method for assembly type cement concrete pavement slab | |
| CN205115988U (en) | Part earth anchor height tower cable -stay bridge structure | |
| CN211229702U (en) | Assembly structure for overhauling stand column and train overhauling platform | |
| CN210658028U (en) | Continuous rigid frame bridge 0# block support with decorative plate | |
| CN209836781U (en) | Connecting structure of precast concrete pier stud and bearing platform | |
| CN209162657U (en) | Cast-in-place hydraulic internal mold adjusting device for multi-slope-angle box girder | |
| CN111535175A (en) | Rapid connecting structure and method for cast-in-place joint sections in cable tower beam prefabrication and assembly construction | |
| CN112411385A (en) | Automatic adjustment method and system for installation of prefabricated stand column of viaduct |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |