CN214834824U - Large-scale modularization template demolding structure - Google Patents
Large-scale modularization template demolding structure Download PDFInfo
- Publication number
- CN214834824U CN214834824U CN202120360688.XU CN202120360688U CN214834824U CN 214834824 U CN214834824 U CN 214834824U CN 202120360688 U CN202120360688 U CN 202120360688U CN 214834824 U CN214834824 U CN 214834824U
- Authority
- CN
- China
- Prior art keywords
- template
- telescopic
- supporting
- demolding
- truss structure
- 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
- 238000009415 formwork Methods 0.000 claims abstract description 52
- 238000000034 method Methods 0.000 abstract description 7
- 238000010276 construction Methods 0.000 abstract description 6
- 230000007547 defect Effects 0.000 abstract description 2
- 238000009435 building construction Methods 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 230000009194 climbing Effects 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Images
Abstract
The utility model discloses a large modular template demoulding structure, which comprises a template structure, a truss structure, a fixing device and a demoulding device; the formwork stripping device is arranged on the truss structure and connected with the formwork structure. The utility model discloses set up the demolding device and use the supporting template as the fulcrum, when the demolding device stretches out, together the demolding with truss structure and basic template, simple structure has, connect reliable and stable, convenient to use's advantage, the whole demolding of basic template has been realized, and whole demolding process is high-efficient stable, the defect that artifical demolding in-process atress leads to has effectively been avoided, and the problem of violence form removal has been avoided, guarantee basic template's wholeness, be building engineering field delicate construction and green building construction technique.
Description
Technical Field
The utility model relates to a construction technical field, concretely relates to large-scale modularization template demolding structure.
Background
The integral large formwork is a common formwork technology for the construction of the existing concrete cast-in-place structure, and generally has structural types such as an aluminum alloy formwork, a steel formwork or a steel frame wood formwork. When the concrete core barrel of a high-rise building or a super high-rise building is built, the large-scale formwork is generally used for vertical wall structure construction and is often matched with a hydraulic climbing formwork, an integral steel platform and an integral lifting scaffold for use. The large-scale formwork construction comprises two main processes of mould closing and mould removing, when the formwork is removed, workers rarely detach the formwork in a split mode, namely connecting bolts between the formwork and the formwork are not detached, the formwork of the whole wall body is often detached together, and as no special mould withdrawing tool is provided, the workers often adopt a pry bar or a chain block to violently remove the formwork, the formwork or a climbing frame body is easily damaged, the formwork or a scaffold structure is locally deformed, the forming quality of a concrete part is influenced, particularly, the large formwork is used on the inner wall surface of a narrow cylinder body, the large formwork can be mutually clamped with side walls or side formworks on two sides sometimes, the formwork cannot be smoothly withdrawn, and only the formwork can be cut on site. The utility model provides a large-scale modularization template demolding structure solves above-mentioned problem.
SUMMERY OF THE UTILITY MODEL
The utility model provides a large-scale modularization template moves back mode structure realizes the whole mould that moves back of large-scale template, effectively promotes the construction quality who moves back mould efficiency and move back the mould.
The utility model provides a technical scheme that above-mentioned technical problem adopted is:
a large modular template stripping structure comprises a template structure, a truss structure, a fixing device and a stripping device; the truss structure is arranged on the outer side face of the template structure, the fixing device is arranged on the template structure and connected with the truss structure, and the demolding device is arranged on the truss structure and connected with the template structure;
the template structure comprises a basic template and a supporting template, wherein clamping grooves are formed in the basic template at intervals, the supporting template is arranged in the clamping grooves, and the basic template and the supporting template are located in the same plane.
Further, the truss structure is vertically arranged on the outer side face of the template structure, the truss structure is arranged at intervals in the transverse direction and comprises vertical rods, horizontal rods and inclined supporting rods, the horizontal rods and the inclined supporting rods are arranged on the vertical rods at intervals up and down, the inner ends of the horizontal rods and the inclined supporting rods are connected to the basic template, and the adjacent inclined supporting rods are continuously arranged in an end-to-end mode.
Further, fixing device includes the dead lever that sets up in pairs, and two dead levers back on the back of the body establish on the horizontal pole, the dead lever is L type pole, including erecting connecting rod and horizontal connecting rod, erect connecting rod and horizontal connecting rod and be connected with basic template and horizontal pole respectively.
Furthermore, the demolding device comprises a telescopic device and a pressurizing device, the telescopic devices are arranged at intervals and connected with the same pressurizing device, the telescopic devices are fixedly connected to the truss structure, and the telescopic ends of the telescopic devices are in contact with the outer side face of the supporting template.
Furthermore, the telescopic device comprises a telescopic rod and a top supporting plate, the top supporting plate is arranged at the top end of the telescopic rod, and the inner side surface of the top supporting plate is in contact with the outer side surface of the supporting template;
the pressurizing device comprises a hydraulic cylinder and a pressurizing pipe, and the telescopic rod is connected with the hydraulic cylinder through the pressurizing pipe.
Preferably, the support template is circular.
Preferably, the fixing rods are connected with the base formwork and the cross bar through bolts.
Preferably, the telescopic device is connected to the truss structure through fastening bolts.
The utility model discloses beneficial effect as follows:
set up the demolding device and use the supporting template as the fulcrum, when the demolding device stretches out, together the demolding with truss structure and basic template, have simple structure, connect reliable and stable, convenient to use's advantage, realized the whole demolding of basic template to whole demolding process is high-efficient stable, has effectively avoided the defect that artifical demolding in-process atress inequality leads to, and has avoided the problem that violence demolishs the mould, guarantees the wholeness of basic template.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a front view of the template structure of the present invention;
FIG. 3 is a rear view of the template structure of the present invention;
fig. 4 is an enlarged schematic view of the a-part mechanism in fig. 1.
Reference numerals: 1-template structure, 11-basic template, 12-supporting template, 2-truss structure, 21-vertical rod, 22-cross rod, 23-diagonal rod, 3-fixing device, 31-fixing rod, 4-demoulding device, 41-telescopic device, 411-telescopic rod, 412-top supporting plate and 42-pressurizing device.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings, and obviously, the described embodiments are only some embodiments, not all embodiments, of the present invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
In the description of this patent, it is to be understood that the terms "center," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used in the orientations and positional relationships indicated in the drawings for the convenience of describing the patent and for the simplicity of description, and are not intended to indicate or imply that the referenced devices or elements must have a particular orientation, be constructed and operated in a particular orientation, and are not to be considered limiting of the patent.
As shown in fig. 1 and 4, a large modular formwork stripping structure comprises a formwork structure 1, a truss structure 2, a fixing device 3 and a stripping device 4; the truss structure 2 is arranged on the outer side face of the template structure 1, the fixing device 3 is arranged on the template structure 1 and connected with the truss structure 2, and the demolding device 4 is arranged on the truss structure 2 and connected with the template structure 1.
As shown in fig. 1, 2, 3, and 4, the formwork structure 1 includes a base formwork 11 and a supporting formwork 12, wherein the base formwork 11 is provided with clamping grooves at intervals, the supporting formwork 12 is arranged in the clamping grooves, and the base formwork 11 and the supporting formwork 12 are located in the same plane.
The principle of the utility model is as follows: the basic template 11 is connected with the truss structure 2 through the fixing device 3, the telescopic rod 411 is fixedly connected to the truss structure 2, and the basic template 11, the truss structure 2 and the telescopic rod 411 form a stable integral structure; when the mold is removed, the telescopic rods 411 arranged at intervals extend out together by taking the supporting template 12 as a supporting point, so that the whole structure is uniformly and stably ejected, and the integral mold removal is realized.
As shown in fig. 1, 3 and 4, further, the truss structures 2 are vertically arranged on the outer side surface of the formwork structure 1, and the truss structures 2 arranged at intervals in the transverse direction play a role in supporting and reinforcing the formwork structure 1, and simultaneously serve as a connecting structure of the telescopic rod 411 and the formwork structure 1, so as to connect the whole structure into a whole; the truss structure 2 comprises vertical rods 21, cross rods 22 and inclined stay bars 23, the cross rods 22 and the inclined stay bars 23 are arranged on the vertical rods 21 at intervals up and down, the inner ends of the cross rods 22 and the inclined stay bars 23 are connected to the basic formwork 11, and the adjacent inclined stay bars 23 are continuously arranged end to end.
Preferably, the two truss structures 2 are arranged in a group, and the fixed ends of the telescopic rods 41 are fixedly connected to the two truss structures 2.
As shown in fig. 4, further, the fixing devices 3 are arranged at intervals and include fixing rods 31 arranged in pairs, the two fixing rods 31 are arranged on the cross rod 22 in a reverse manner, the fixing rods 31 are L-shaped rods and include vertical connecting rods and horizontal connecting rods, and the vertical connecting rods and the horizontal connecting rods are respectively connected with the base formwork 11 and the cross rod 22.
As shown in fig. 1, further, the demolding device 4 includes a telescopic device 41 and a pressurizing device 42, the telescopic devices 41 are arranged at intervals and connected with the same pressurizing device 42, so that all the telescopic devices 41 in the structure can be simultaneously stretched and contracted, and further synchronous stretching and contraction can be realized, and the whole foundation formwork can be smoothly demolded from the concrete structure;
the telescopic device 41 is fixedly connected to the truss structure 2, and the telescopic end of the telescopic device 41 is in contact with the outer side surface of the supporting template 12.
As shown in fig. 4, the telescopic device 41 further includes a telescopic rod 411 and a top plate 412, the top plate 412 is disposed at the top end of the telescopic rod 411, the inner side surface of the top plate 412 contacts with the outer side surface of the supporting template 12, and the supporting template 12 is used as a fulcrum.
The pressurizing device 42 comprises a hydraulic cylinder and a pressurizing pipe, and the telescopic rod 411 is connected with the hydraulic cylinder through the pressurizing pipe.
Preferably, the telescopic rods 411 are hydraulic rods, and four hydraulic rods are provided in total, and are pressurized by the same pressurizing device 42.
Preferably, the supporting templates 12 are circular, four supporting templates are arranged, the supporting templates 12 are arranged on the base template 11 in an array, and the supporting templates 12 and the telescopic rods 411 are arranged in a one-to-one corresponding mode.
Preferably, the fixing rods 31 are connected to the base mold 11 and the cross bar 22 by bolts.
Preferably, the telescopic means 41 are connected to the truss structure 2 by means of fastening bolts.
The utility model discloses a use method as follows:
when erecting the formwork structure 1, fixing the expansion device 41 on the truss structure 2, and connecting the truss structure 2 with the formwork structure 1 by using the fixing device to erect the whole structure; after the concrete is solidified, the expansion device 41 is connected with the pressurizing device 42, then the expansion device 41 is started through the pressurizing device 42, the foundation formwork 11 is ejected out, and after the foundation formwork 11 is withdrawn, the supporting formwork 12 is manually detached and fixed in the clamping groove on the foundation formwork 11.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein, and any reference signs in the claims are not intended to be construed as limiting the claim concerned.
Claims (8)
1. A large modular template stripping structure is characterized by comprising a template structure (1), a truss structure (2), a fixing device (3) and a stripping device (4); the truss structure (2) is arranged on the outer side face of the template structure (1), the fixing device (3) is arranged on the template structure (1) and connected with the truss structure (2), and the demolding device (4) is arranged on the truss structure (2) and connected with the template structure (1);
the template structure (1) comprises a basic template (11) and a supporting template (12), wherein clamping grooves are formed in the basic template (11) at intervals, the supporting template (12) is arranged in the clamping grooves, and the basic template (11) and the supporting template (12) are located in the same plane.
2. The large modular formwork stripping structure as claimed in claim 1, wherein: truss structure (2) are vertical to be set up on the lateral surface of template structure (1), and the interval sets up on the transverse direction, truss structure (2) include montant (21), horizontal pole (22) and diagonal brace (23) are equal about the interval sets up on montant (21), the inner of horizontal pole (22) and diagonal brace (23) is all connected on basic template (11), the continuous setting of diagonal brace (23) end to end of adjacent setting.
3. The large modular formwork stripping structure as claimed in claim 2, wherein: fixing device (3) are including dead lever (31) that set up in pairs, and two dead lever (31) back of the body are established on horizontal pole (22), dead lever (31) are L type pole, including erecting connecting rod and horizontal connecting rod, erect connecting rod and horizontal connecting rod and be connected with basic template (11) and horizontal pole (22) respectively.
4. The large modular formwork stripping structure as claimed in claim 1, wherein: the demolding device (4) comprises a telescopic device (41) and a pressurizing device (42), wherein the telescopic device (41) is arranged at intervals and connected with the same pressurizing device (42), the telescopic device (41) is fixedly connected to the truss structure (2), and the telescopic end of the telescopic device (41) is in contact with the outer side face of the supporting template (12).
5. The large modular formwork stripping structure as claimed in claim 4, wherein: the telescopic device (41) comprises a telescopic rod (411) and a top supporting plate (412), the top supporting plate (412) is arranged at the top end of the telescopic rod (411), and the inner side surface of the top supporting plate (412) is in contact with the outer side surface of the supporting template (12);
the pressurizing device (42) comprises a hydraulic cylinder and a pressurizing pipe, and the telescopic rod (411) is connected with the hydraulic cylinder through the pressurizing pipe.
6. The large modular formwork stripping structure as claimed in claim 1, wherein: the supporting template (12) is circular.
7. The large modular formwork stripping structure as claimed in claim 3, wherein: the fixing rods (31) are connected with the basic template (11) and the cross rods (22) through bolts.
8. The large modular formwork stripping structure as claimed in claim 4, wherein: the telescopic device (41) is connected to the truss structure (2) through fastening bolts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120360688.XU CN214834824U (en) | 2021-02-09 | 2021-02-09 | Large-scale modularization template demolding structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120360688.XU CN214834824U (en) | 2021-02-09 | 2021-02-09 | Large-scale modularization template demolding structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214834824U true CN214834824U (en) | 2021-11-23 |
Family
ID=78952404
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120360688.XU Active CN214834824U (en) | 2021-02-09 | 2021-02-09 | Large-scale modularization template demolding structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214834824U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116476216A (en) * | 2023-06-21 | 2023-07-25 | 中铁建工集团有限公司 | Die ejector structure, die ejector frame and die ejector template thereof |
-
2021
- 2021-02-09 CN CN202120360688.XU patent/CN214834824U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116476216A (en) * | 2023-06-21 | 2023-07-25 | 中铁建工集团有限公司 | Die ejector structure, die ejector frame and die ejector template thereof |
| CN116476216B (en) * | 2023-06-21 | 2023-11-28 | 中铁建工集团有限公司 | Die ejector structure, die ejector frame and die ejector template thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN214834824U (en) | Large-scale modularization template demolding structure | |
| CN216239746U (en) | Narrow and small space concrete structure template is propped up and is established device | |
| JP3804883B2 (en) | Concrete high structure construction apparatus and concrete oblique column construction method | |
| CN210880147U (en) | Prefabricated template of concrete arch-shaped T beam | |
| CN214266021U (en) | High-efficient construction system of hydraulic pressure T roof beam steel formwork | |
| CN218255766U (en) | Bearing bridge concrete prefabricated part forming die | |
| CN220768825U (en) | High-strength resin transparent template supporting device | |
| CN220451409U (en) | Reinforcing structure at expansion joint of shear wall template | |
| CN220246891U (en) | Pit forming integrated template device suitable for foundation pit | |
| CN217072774U (en) | Parapet prefabricated mould | |
| CN210636798U (en) | Creeping formwork structure applied to vertical wall and frame column of wind tunnel corner section | |
| CN214266020U (en) | High-efficient construction system of hydraulic pressure T roof beam steel formwork | |
| CN218759936U (en) | Tunnel auxiliary tunnel ditch rapid construction integrated die carrier | |
| CN217537902U (en) | Form removal base for steel form cast-in-situ column | |
| CN213674677U (en) | Assembly type building box girder forming die | |
| CN219080981U (en) | Non-support fixing device for post-pouring strip of superimposed sheet | |
| CN217144292U (en) | Precast concrete is with installing fast and tearing open template | |
| CN216974171U (en) | Pre-welding interpenetration detachable anchor ring screw and steel template combined construction device | |
| CN215483062U (en) | Template device is pour in bulky concrete cushion cap layering | |
| CN114232555B (en) | High and large construction structure and method for integrally transferred dock buttress wall | |
| CN219486106U (en) | Frame construction precast beam pedestal | |
| CN113089897B (en) | Construction method for integrally hoisting disassembly-free cement formwork | |
| CN216689332U (en) | High and large construction structure of whole transfer type dock buttress wall | |
| CN218255767U (en) | Box girder template of hydraulic pressure drawing of patterns | |
| CN219387170U (en) | Horizontal support system for column formwork construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: No.63, Yinqueshan Road, Lanshan District, Linyi City, Shandong Province Patentee after: TIANYUAN CONSTRUCTION GROUP Co.,Ltd. Country or region after: China Patentee after: Veterans (Shandong) Construction Group Co.,Ltd. Address before: No.63, Yinqueshan Road, Lanshan District, Linyi City, Shandong Province Patentee before: TIANYUAN CONSTRUCTION GROUP Co.,Ltd. Country or region before: China Patentee before: SHANDONG HONGDA REAL ESTATE Co.,Ltd. |