CN218492308U - Pier body inner cavity template capable of integrally withdrawing and assembling die - Google Patents

Pier body inner cavity template capable of integrally withdrawing and assembling die Download PDF

Info

Publication number
CN218492308U
CN218492308U CN202222853146.3U CN202222853146U CN218492308U CN 218492308 U CN218492308 U CN 218492308U CN 202222853146 U CN202222853146 U CN 202222853146U CN 218492308 U CN218492308 U CN 218492308U
Authority
CN
China
Prior art keywords
template
frame
horizontal
fixedly connected
threaded rod
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
Application number
CN202222853146.3U
Other languages
Chinese (zh)
Inventor
张建
周强
刘宗奎
周涛
周末
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guizhou Wangke Construction Co ltd
Original Assignee
Guizhou Wangke Construction Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Guizhou Wangke Construction Co ltd filed Critical Guizhou Wangke Construction Co ltd
Priority to CN202222853146.3U priority Critical patent/CN218492308U/en
Application granted granted Critical
Publication of CN218492308U publication Critical patent/CN218492308U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

The utility model discloses a can wholly move back pier shaft inner chamber template of mould compound die, relate to pier shaft inner chamber template technical field, including interior template frame and braced frame, braced frame is last to be equipped with the accent mould structure that makes the interior template frame drawing of patterns, interior template frame includes integrated into one piece's horizontal template, indulge template and inclined template, it includes multiunit drawing of patterns subassembly to transfer the mould structure, between horizontal template and the braced frame and all be equipped with multiunit drawing of patterns subassembly between vertical template and the braced frame, transfer the whole width and the height that the mould structure can adjust interior template frame, thereby can pour the interior formwork's of completion that the pier shaft can be more convenient when the layering process of moving back of template frame, need not to split the template, thereby when pouring upper pier shaft, need not to assemble the template again, the work load that constructor moved back mould and compound die to pier shaft inner chamber template has been reduced, constructor has further facilitated, thereby the work efficiency of pouring has further been improved.

Description

Pier body inner cavity template capable of integrally withdrawing and assembling die
Technical Field
The utility model relates to a pier shaft inner chamber template technical field specifically is a pier shaft inner chamber template that can wholly move back the mould compound die.
Background
The pier body is a main body of a middle supporting structure of the multi-span bridge, and the main materials are wood, stone, concrete, reinforced concrete and steel.
The existing pier body inner cavity template capable of integrally stripping and closing the mold generally comprises an inner template frame and a supporting frame, wherein the supporting frame has certain stability and strength.
The existing pier body inner cavity template capable of being integrally stripped and closed is characterized in that the pier body is usually poured in a layered mode, an inner template frame is required to be integrally lifted after the lower-layer pier body is poured, the inner template frame is supported when the upper-layer pier body is poured, the existing inner template frame possibly needs to be disassembled when the upper-layer pier body is stripped and closed, splicing is carried out when the upper-layer pier body is poured, and the workload of the existing inner template frame is large when the upper-layer pier body is disassembled and assembled, so that the existing inner template frame is not enough for convenience of construction personnel.
To the above problem, the utility model provides a can wholly move back pier shaft inner chamber template of mould compound die.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a can wholly move back pier shaft inner chamber template of mould compound die, the whole width and the height of interior form frame can be adjusted to the accent mode structure, thereby can pour the mould stripping process of interior form frame in the completion that can be more convenient when the pier shaft in the layering, need not to split the template, thereby when pouring upper pier shaft, need not to assemble the template again, the work load of constructor to pier shaft inner chamber template mould stripping and compound die has been reduced, further convenient constructor, thereby further improved the work efficiency that the pier shaft was pour, thereby the problem in the background art has been solved.
In order to achieve the above object, the utility model provides a following technical scheme: a pier body inner cavity template capable of integrally stripping and closing a mold comprises an inner template frame and a supporting frame, wherein the supporting frame is provided with a mold adjusting structure for demolding the inner template frame;
interior template frame includes integrated into one piece's horizontal template, indulge template and ramp, it includes multiunit drawing of patterns subassembly to transfer the mode structure, between horizontal template and the braced frame and all be equipped with multiunit drawing of patterns subassembly between vertical template and the braced frame, drawing of patterns subassembly is used for adjusting the interval that interior template frame corresponds between side template and the braced frame, horizontal template includes integrated into one piece's horizontal rotation portion and horizontal fixed part, horizontal rotation portion passes through hinge rotation connection horizontal fixed part, it includes integrated into one piece's vertical rotation portion and vertical fixed part to indulge the template, vertical rotation portion passes through hinge rotation connection vertical fixed part, adjacent horizontal template in the interior template frame, it all rotates through the hinge and connects to indulge template and ramp.
Further, drawing of patterns subassembly includes the threaded rod, and threaded rod threaded connection has a screw thread section of thick bamboo, and a screw thread section of thick bamboo fixed connection is on braced frame, and the threaded rod includes integrated into one piece's smooth portion, fixedly connected with spacing ring and fender ring on the smooth portion, and the smooth portion is rotated through the cell body and is connected with the spacing collar.
Furthermore, spacing collar fixedly connected with horizontal support plate in the drawing of patterns subassembly between horizontal template and the braced frame, horizontal support plate fixed connection is on horizontal fixed part, indulges spacing collar fixedly connected with template link in the drawing of patterns subassembly between template and the braced frame, and template link fixedly connected with indulges the backup pad, indulges backup pad fixed connection on vertical fixed part.
Furthermore, two groups of inserting through holes are formed in the threaded rod, and the two groups of inserting through holes are uniformly arranged on the threaded rod.
Furthermore, an inclined strut is arranged between the upper frame and the lower frame in the supporting frame, and two ends of the inclined strut are respectively fixedly connected with the upper frame and the lower frame.
Furthermore, the inner template frame is fixedly connected with a plurality of groups of hanging rings.
Compared with the prior art, the beneficial effects of the utility model are as follows:
1. the utility model provides a pair of can wholly move back pier shaft inner chamber template of mould compound die, transfer the whole width and the height that interior form frame can be adjusted to the mould structure, thereby can pour the mould stripping process of interior form frame of completion that can be more convenient when the pier shaft in the layering, need not to split the template, thereby when pouring upper pier shaft, need not to assemble the template again, the work load of constructor to pier shaft inner chamber template moving back and compound die has been reduced, the constructor has further been facilitated, thereby the work efficiency that the pier shaft was pour has further been improved.
2. The utility model provides a pair of can wholly move back pier shaft inner chamber template of mould compound die drives the spacing collar through twisting the threaded rod and removes to remove through the spacing collar and drive horizontal template, vertical template and the inclined template and remove and change its contained angle between adjacent simultaneously, thereby make interior form frame and lower concrete separation, thereby accomplish the drawing of patterns process of interior form.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
fig. 2 is a schematic plan view of the overall structure of the present invention;
FIG. 3 is a schematic diagram of the overall structure of the present invention after the area is demolded;
fig. 4 is an enlarged view of a point a in fig. 2 according to the present invention;
fig. 5 is a schematic view of the threaded rod structure of the present invention.
In the figure: 1. a transverse template; 11. a transverse rotating part; 2. a longitudinal template; 21. a longitudinal rotating section; 3. inclining the template; 4. a longitudinal support plate; 5. a transverse support plate; 6. a template connecting frame; 7. hanging a ring; 8. a threaded rod; 81. a smooth portion; 82. inserting through holes; 9. a limiting ring; 10. a limiting ring; 12. a baffle ring; 13. a support frame; 14. and (4) bracing.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts all belong to the protection scope of the present invention.
In order to facilitate the technical problem of disassembling and assembling the movable inner formworks by constructors during the operation of pouring concrete in layers, the following preferred technical scheme is provided as shown in fig. 1-5:
a pier body inner cavity template capable of integrally stripping and closing a mold comprises an inner template frame and a supporting frame 13, wherein the supporting frame 13 is provided with a mold adjusting structure for demolding the inner template frame;
interior template frame includes integrated into one piece's horizontal template 1, indulge template 2 and inclined template 3, it includes multiunit drawing of patterns subassembly to transfer the mould structure, between horizontal template 1 and braced frame 13 and all be equipped with multiunit drawing of patterns subassembly between vertical template 2 and the braced frame 13, drawing of patterns subassembly is used for adjusting the interior template frame and corresponds the interval between side template and the braced frame 13, horizontal template 1 includes integrated into one piece's horizontal rotation portion 11 and horizontal fixed part, horizontal rotation portion 11 passes through hinge rotation connection horizontal fixed part, vertical template 2 includes integrated into one piece's vertical rotation portion 21 and vertical fixed part, vertical rotation portion 21 passes through hinge rotation connection vertical fixed part, adjacent horizontal template 1 in the interior template frame, vertical template 2 and inclined template 3 all rotate the connection through the hinge. When the pier body is poured in layers, after the lower layer concrete is poured, the inner cavity template needs to be moved upwards to the upper layer pouring area, when the inner cavity template is detached from the lower layer concrete, the threaded rod 8 is screwed, the limiting ring 10 fixedly connected with the threaded rod 8 is positioned in the limiting ring 9, the limiting ring 9 is internally provided with a space for the threaded rod 8 to rotate freely, so that the limiting ring 9 is driven to move when the threaded rod 8 rotates, the longitudinal fixing part and the transverse fixing part are driven to move towards the supporting frame 13, the transverse template 1, the longitudinal template 2 and the inclined template 3 are driven to move, and the adjacent included angles are changed simultaneously, so that the inner template frame is separated from the lower layer concrete, the demoulding process of the inner template is finished, and the device is integrally hoisted by utilizing the hanging ring 7, thereby promote the device's height, make it treat with the upper strata and pour the district position and correspond, rotate threaded rod 8 again, the rotation of threaded rod 8 drives horizontal template 1, vertical template 2 and oblique template 3 remove, make interior form frame and pier shaft need pour the shape unanimous can, thereby accomplish interior form frame's compound die process, the whole width and the height of interior form frame can be adjusted to the accent mode structure, thereby can pour the die withdrawing process of interior form frame in the completion that can be more convenient when pier shaft in the layering, need not to split the template, thereby when pouring the upper strata pier shaft, need not to assemble the template again, the work load of constructor to pier shaft inner chamber template withdrawal and compound die has been reduced, construction personnel have further facilitated, thereby further improved the work efficiency that the pier shaft was pour.
Further, as shown in fig. 1, fig. 2, fig. 4 and fig. 5, the following preferred technical solutions are provided:
drawing of patterns subassembly includes threaded rod 8, and 8 threaded connection of threaded rod have a screw thread section of thick bamboo, and screw thread section of thick bamboo fixed connection is on braced frame 13, and threaded rod 8 includes integrated into one piece's smooth portion 81, fixedly connected with spacing ring 10 and fender ring 12 on the smooth portion 81, and smooth portion 81 rotates through the cell body and is connected with spacing ring 9. The threaded rod 8 is screwed, the limiting ring 10 fixedly connected with the threaded rod 8 is positioned in the limiting ring 9, and a space for the threaded rod 8 to rotate freely is arranged in the limiting ring 9, so that the limiting ring 9 is driven to move when the threaded rod 8 rotates.
Further, as shown in fig. 1, fig. 2 and fig. 4, the following preferred technical solutions are provided:
spacing collar 9 fixedly connected with horizontal support plate 5 in the drawing of patterns subassembly between horizontal template 1 and braced frame 13, horizontal support plate 5 fixed connection is on horizontal fixed part, indulges spacing collar 9 fixedly connected with template link 6 in the drawing of patterns subassembly between template 2 and braced frame 13, and template link 6 fixedly connected with indulges backup pad 4, indulges backup pad 4 fixed connection on vertical fixed part. The threaded rod 8 is screwed to drive the limiting ring 9 to move, so that the limiting ring 9 moves to drive the transverse template 1, the longitudinal template 2 and the inclined template 3 to move and simultaneously change the included angle between the adjacent transverse template, the longitudinal template and the inclined template, the inner template frame is separated from the lower-layer concrete, and the demolding process of the inner template is completed.
Further, as shown in fig. 4 and 5, the following preferred technical solutions are provided:
two groups of inserting through holes 82 are formed in the threaded rod 8, and the two groups of inserting through holes 82 are uniformly arranged on the threaded rod 8. When the threaded rod 8 is screwed, the rotating rod can be inserted into the insertion through hole 82, and the rotating rod is manually pulled to drive the threaded rod 8 to rotate, so that the threaded rod 8 is conveniently screwed by a constructor.
Further, as shown in fig. 1 and fig. 2, the following preferred technical solutions are provided:
an inclined strut 14 is arranged between the upper frame and the lower frame in the supporting frame 13, and two ends of the inclined strut 14 are respectively fixedly connected with the upper frame and the lower frame. The bracing 14 reinforces and reinforces the support frame 13, thereby ensuring the overall strength of the support frame 13.
Further, as shown in fig. 1, the following preferred technical solutions are provided:
the inner template frame is fixedly connected with a plurality of groups of hanging rings 7.
Specifically, after the lower layer pier shaft is poured, the height of the device needs to be increased so as to pour the upper layer pier shaft, and the overall height of the device is increased through the hoisting machinery and the hanging ring 7.
To sum up: when the pier body is poured in layers, after the lower layer concrete is poured, the inner cavity template needs to be moved upwards to an upper layer pouring area, when the inner cavity template is disassembled from the lower layer concrete, the threaded rod 8 is screwed, the limiting ring 10 fixedly connected with the threaded rod 8 is positioned in the limiting ring 9, a space for the threaded rod 8 to rotate freely is arranged in the limiting ring 9, so that the limiting ring 9 is driven to move when the threaded rod 8 rotates, the longitudinal fixing part and the transverse fixing part are driven to move towards the supporting frame 13, the transverse template 1, the longitudinal template 2 and the inclined template 3 are driven to move, the adjacent included angles are changed simultaneously, the inner template frame is separated from the lower layer concrete, the demoulding process of the inner template is finished, and the device is integrally hoisted by utilizing the hanging ring 7, thereby promote the device's height, it treats to water the district position correspondence with the upper strata to make it, rotate threaded rod 8 again, the rotation of threaded rod 8 drives horizontal template 1, vertical template 2 and 3 removals of angle template, make interior form frame and pier shaft need pour the shape unanimous can, thereby accomplish interior form frame's compound die process, the whole width and the height of interior form frame can be adjusted to the accent mode structure, thereby can be when the pier shaft is pour in the layering can be more convenient the completion to the demolding process of interior form frame, need not to split the template, thereby when pouring the upper strata pier shaft, need not to assemble the template again, the work load of constructor to pier shaft inner chamber template demolding and compound die has been reduced, further made things convenient for constructor, thereby further improved the work efficiency that the pier shaft was pour.
It should be noted that, in this document, relational terms such as first and second, and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
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 invention, the scope of which is defined in the appended claims and their equivalents.

Claims (6)

1. A pier body inner cavity template capable of integrally stripping and closing a mold comprises an inner template frame and a supporting frame (13), and is characterized in that a mold adjusting structure for demolding the inner template frame is arranged on the supporting frame (13);
interior template frame includes integrated into one piece's horizontal template (1), indulge template (2) and inclined template (3), it includes multiunit drawing of patterns subassembly to transfer the mould structure, between horizontal template (1) and braced frame (13) and indulge template (2) and braced frame (13) between all be equipped with multiunit drawing of patterns subassembly, drawing of patterns subassembly is used for adjusting interior template frame and corresponds the interval between side template and braced frame (13), horizontal template (1) is including integrated into one piece's horizontal rotation portion (11) and horizontal fixed part, horizontal rotation portion (11) rotate through the hinge and connect horizontal fixed part, indulge template (2) and include integrated into one piece's vertical rotation portion (21) and vertical fixed part, vertical rotation portion (21) rotate through the hinge and connect vertical fixed part, adjacent horizontal template (1) in the interior template frame, indulge template (2) and inclined template (3) all rotate through the hinge and connect.
2. The pier body inner cavity template capable of being integrally stripped and closed according to claim 1, which is characterized in that: drawing of patterns subassembly includes threaded rod (8), and threaded rod (8) threaded connection has a screw thread section of thick bamboo, and screw thread section of thick bamboo fixed connection is on braced frame (13), and threaded rod (8) are including integrated into one piece's smooth portion (81), fixedly connected with spacing ring (10) and fender ring (12) on smooth portion (81), and smooth portion (81) are rotated through the cell body and are connected with spacing ring (9).
3. The pier body inner cavity template capable of being integrally stripped and closed according to claim 2, characterized in that a limiting ring (9) in a stripping assembly between the transverse template (1) and a supporting frame (13) is fixedly connected with a transverse supporting plate (5), the transverse supporting plate (5) is fixedly connected to a transverse fixing part, the limiting ring (9) in the stripping assembly between the longitudinal template (2) and the supporting frame (13) is fixedly connected with a template connecting frame (6), the template connecting frame (6) is fixedly connected with a longitudinal supporting plate (4), and the longitudinal supporting plate (4) is fixedly connected to a longitudinal fixing part.
4. The pier body inner cavity template capable of being integrally stripped and closed according to claim 3, which is characterized in that: two groups of inserting through holes (82) are formed in the threaded rod (8), and the two groups of inserting through holes (82) are uniformly arranged on the threaded rod (8).
5. The pier body inner cavity template capable of being integrally stripped and closed according to claim 1, which is characterized in that: an inclined strut (14) is arranged between an upper frame and a lower frame in the supporting frame (13), and two ends of the inclined strut (14) are fixedly connected with the upper frame and the lower frame respectively.
6. The pier body inner cavity template capable of being integrally stripped and closed according to claim 1, which is characterized in that: and a plurality of groups of hanging rings (7) are fixedly connected to the inner template frame.
CN202222853146.3U 2022-10-28 2022-10-28 Pier body inner cavity template capable of integrally withdrawing and assembling die Active CN218492308U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202222853146.3U CN218492308U (en) 2022-10-28 2022-10-28 Pier body inner cavity template capable of integrally withdrawing and assembling die

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202222853146.3U CN218492308U (en) 2022-10-28 2022-10-28 Pier body inner cavity template capable of integrally withdrawing and assembling die

Publications (1)

Publication Number Publication Date
CN218492308U true CN218492308U (en) 2023-02-17

Family

ID=85195630

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202222853146.3U Active CN218492308U (en) 2022-10-28 2022-10-28 Pier body inner cavity template capable of integrally withdrawing and assembling die

Country Status (1)

Country Link
CN (1) CN218492308U (en)

Similar Documents

Publication Publication Date Title
CN210308385U (en) Automatic pouring device for cement precast block
CN111594228B (en) Lining of round water delivery tunnel steel mould trolley and construction method
CN110126082A (en) A kind of concrete box girder internal model stripper apparatus and release method
CN110076887B (en) Integral septic tank pouring mold, method and poured septic tank
CN215358998U (en) Internal mold for casting precast concrete box girder
CN110394885B (en) Be applied to prefabricated whole fluid pressure type template of box culvert
CN218492308U (en) Pier body inner cavity template capable of integrally withdrawing and assembling die
CN202787973U (en) Vertical stair mold
CN210525431U (en) Window die adjustment mechanism and window die
CN112873527A (en) Manufacturing mold and method for supporting pile
CN112160770A (en) Tunnel reinforced concrete center ditch construction equipment and construction method thereof
CN205325942U (en) Piping lane box culvert pouring mold
CN213175661U (en) A mould for tunnel reinforced concrete center ditch construction
CN216551539U (en) Internal mold system
CN114434594B (en) Production method of prefabricated part
CN114214954B (en) Construction method of municipal viaduct cast-in-situ pier
CN210525432U (en) Integral window frame mould
CN109680933A (en) A kind of concrete cylindrical formwork for placing and its construction method
CN206053965U (en) A kind of tunnel ditch cable trough construction trolley
CN209036723U (en) Piping lane mold system
CN112095635B (en) Construction method for slope protection engineering for comprehensive water and soil loss treatment
CN210436344U (en) Processing device for prefabricated stairs
CN213081794U (en) Prefabricated staircase production mould
CN212803252U (en) Full-automatic hydraulic invert center ditch template
CN113997391A (en) A no inside and outside support integral formwork for prefabricating assembled box culvert

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant