CN212388988U - Cast-in-place concrete preformed hole retractable template device - Google Patents

Cast-in-place concrete preformed hole retractable template device Download PDF

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Publication number
CN212388988U
CN212388988U CN202020854697.XU CN202020854697U CN212388988U CN 212388988 U CN212388988 U CN 212388988U CN 202020854697 U CN202020854697 U CN 202020854697U CN 212388988 U CN212388988 U CN 212388988U
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China
Prior art keywords
rotating shaft
supporting
template
pin
fixed support
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CN202020854697.XU
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Chinese (zh)
Inventor
吴英豪
徐智海
李芳荣
冯梦文
李志成
张伟
韩凝
范艳霞
侯春月
李诗环
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Tangshan Sanyou Silicon Industry Co ltd
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Sanyou Silicon Industry Co ltd
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Priority to CN202020854697.XU priority Critical patent/CN212388988U/en
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Abstract

The utility model discloses a retractable template device for cast-in-situ concrete preformed hole, which consists of a template system and a fixed bracket; the template system comprises a bottom plate, a rotating shaft, a supporting rod, a supporting arc plate and the like, wherein the bottom plate is fixedly connected with the rotating shaft, the rotating shaft is movably connected with the supporting rod, and the supporting rod is movably connected with the supporting arc plate; the rotating pin vertically penetrates through the upper part of the rotating shaft, the rotating shaft penetrates through the fixed support, and a groove is formed in the fixed support. The device is retractable and movable, the rotating pin is placed in the groove after the template system is expanded, the template system is locked, and the rigidity, the stability and the pore-forming size of the template system are ensured; the supporting rods relieve the lateral pressure of the supporting arc plates from concrete, so that the device is prevented from being damaged, and the repeated utilization rate of the device is improved; the fixed support ensures that the plane position of the preformed hole is accurate; the two ends of the supporting rod are respectively movably connected with the rotating shaft and the supporting arc plate, the rotating shaft is rotated to realize quick removal of the template device, and the construction efficiency is improved.

Description

Cast-in-place concrete preformed hole retractable template device
Technical Field
The utility model relates to a construction technical field especially relates to a cast-in-place collapsible template device of concrete preformed hole of building.
Background
At present, in the foundation construction of concrete equipment, a wood template or a template with reserved foundation bolt holes is generally supported by foam, namely, a wood board and battens or polyurethane foam is used for supporting. There are three disadvantages to this support approach: firstly, the supporting effect is poor, shrinkage or deformation is easy to occur, the quality of a component of an equipment foundation is reduced due to the weak link of the foundation reserved hole, the workload of clearing and repairing is increased for subsequent procedures, and embedding of foundation bolts is influenced; secondly, a turnover tool is not formed, the turnover rate of scattered materials is low, and materials are wasted; and thirdly, the later-stage template is difficult to remove, and because the size of the reserved hole is small and the depth is large, the conventional template is difficult to completely remove, and the conventional template is required to be destructively removed, so that the cost is increased, and the construction progress is delayed. The existing foldable template is of a right-angle splicing structure, and after the template is opened incompletely or stressed unevenly, the seam is easy to grow, and concrete flows into the condition in the template of the reserved hole.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem, the utility model provides a cast-in-place collapsible template device of building concrete preformed hole possesses simple structure, can tear the mould fast, productivity is higher, reuse is high advantage.
In order to realize the technical purpose, the utility model adopts the following scheme: a cast-in-place concrete preformed hole retractable template device comprises a template system and a fixed support; the template system comprises a bottom plate, a rotating shaft, supporting rods and supporting arc plates, wherein the bottom plate is fixedly connected with the rotating shaft, the rotating shaft is movably connected with the supporting rods, the supporting rods are movably connected with the supporting arc plates, and the supporting arc plates are connected by adopting a diagonal plane lap joint structure; the rotating pin penetrates through the upper part of the rotating shaft, the rotating shaft vertically penetrates through the fixed support, and a groove is formed in the fixed support.
Compared with the prior art, the beneficial effects of the utility model reside in that: the utility model provides a collapsible template device overall structure is simple, collapsible, portable, place the swivel pin in the fixed bolster recess after template system struts, lock the support arc board that struts, guaranteed the rigidity, the stability and the pore-forming size of template system; after the template system is expanded, the supporting rods relieve the lateral pressure of the supporting arc plates from concrete, so that the device is prevented from being damaged, and the repeated utilization rate of the device is improved; the support arc plates adopt a diagonal plane lapping mode, so that concrete is effectively prevented from flowing into the reserved holes from the joints; the fixed support ensures that the plane position of the preformed hole is accurate; the two ends of the supporting rod are respectively movably connected with the rotating shaft and the supporting arc plate, the rotating shaft is rotated to realize quick removal of the template device, and the construction efficiency is improved.
The utility model discloses an optimal scheme does:
the rotating shaft and the supporting arc plate are respectively connected with the supporting rod through a first pin shaft.
The rotating pin is connected with the rotating shaft through a second pin shaft.
The template system is connected with the fixed bracket through a rotating shaft and a rotating pin.
The number of the supporting arc plates is more than 2.
The supporting rods are divided into an upper group and a lower group, and the number of the supporting rods is 2 times that of the supporting arc plates.
The fixing support is provided with a through hole, and the through hole is positioned in the groove.
Drawings
Fig. 1 is an isometric view of a template provided by an embodiment of the present invention;
fig. 2 is a schematic diagram illustrating the contraction of the template according to an embodiment of the present invention;
fig. 3 is a top view of a template according to an embodiment of the present invention;
fig. 4 is a cross-sectional view of a template provided by an embodiment of the present invention;
fig. 5 is an axonometric view of a fixed support provided by an embodiment of the present invention;
fig. 6 is a schematic structural diagram of a groove and a through hole provided in an embodiment of the present invention;
labeled as: 1-supporting rod, 2-supporting arc plate, 3-rotating shaft, 4-first pin shaft, 5-bottom plate, 6-rotating pin, 7-second pin shaft, 8-fixed support, 9-groove and 10-through hole.
Detailed Description
The present invention will be described in detail with reference to the following embodiments in order to fully understand the objects, features and functions of the present invention, but the present invention is not limited thereto.
Referring to fig. 1 to 6, the retractable formwork device for cast-in-place concrete preformed hole provided by the present invention comprises a formwork system and a fixing bracket 8; the template system comprises a bottom plate 5, a rotating shaft 3, a supporting rod 1 and supporting arc plates 2, wherein the bottom plate 5 is fixedly connected with the rotating shaft 3, the rotating shaft 3 is movably connected with the supporting rod 1, the supporting rod 1 is movably connected with the supporting arc plates 2, and the supporting arc plates 2 are connected by adopting a diagonal plane lap joint structure; the rotating pin 6 vertically penetrates through the upper part of the rotating shaft 3, the rotating shaft 3 vertically penetrates through the fixed support 8, and a groove 9 for clamping the rotating pin 6 is formed in the fixed support 8.
The rotating shaft 3 and the supporting arc plate 2 are respectively connected with two ends of the supporting rod 1 through a first pin shaft 4.
The rotation pin 6 is connected to the rotation shaft 3 through a second pin shaft 7.
The fixing support 8 is provided with a through hole 10, and the through hole 10 is positioned in the groove 9. The upper end of the rotating shaft 3 penetrates through the through hole 10, the rotating pin 6 at the upper end of the rotating shaft 3 is installed, and the rotating pin 6 is placed in the groove 9 to lock and fix the template system.
The number of the supporting arc plates 2 is more than 2, and the optimal number is 8; the supporting rods 1 are divided into an upper group and a lower group, the number of the supporting rods is 2 times that of the supporting arc plates 2, and the number of the supporting rods is preferably 16.
Referring to fig. 3, the connecting surfaces of the supporting arc plates and the supporting arc plates are inclined planes, and the inclined planes of the two supporting arc plates are complementarily lapped together, so that the phenomenon that concrete flows into the reserved hole due to the fact that a right-angle splicing seam is easy to open is avoided; when the supporting arc plates are stressed unevenly and gaps appear, the inclined plane lapping structure between the supporting arc plates effectively prevents concrete from flowing into the preformed hole template.
Referring to fig. 2, the rotating pin 6 is rotated to drive the rotating shaft 3 to open the supporting arc plate 2, and the rotating pin 6 is placed in the groove 9 to lock the template system. And placing the unfolded template device at the specified position of the prepared hole, and leveling the plane position of the prepared hole by using the fixed support 8 to perform concrete operation. After the concrete operation is completed, the rotating pin 6 is taken out of the groove 9, the rotating shaft 3 is reversed, the supporting arc plate 2 is contracted, the diameter of the template system is reduced to be smaller than the diameter of the preformed hole, the template device is pulled out from the preformed hole, and the template device is rapidly dismantled.
Finally, it is noted that: the preferred embodiments of the present invention have been shown and described, and it will be understood that modifications and variations may be made by those skilled in the art without departing from the scope of the invention.

Claims (7)

1. A cast-in-place concrete preformed hole retractable template device comprises a template system and a fixed support; it is characterized in that the preparation method is characterized in that,
the template system comprises a bottom plate, a rotating shaft, a rotating pin, a supporting rod and supporting arc plates, wherein the bottom plate is fixedly connected with the rotating shaft, the rotating shaft is movably connected with the supporting rod, the supporting rod is movably connected with the supporting arc plates, and the supporting arc plates are connected by adopting a diagonal plane lap joint structure;
the rotating pin penetrates through the upper part of the rotating shaft, the rotating shaft vertically penetrates through the fixed support, and a groove is formed in the fixed support.
2. The collapsible form assembly of claim 1 wherein the rotatable shaft and the support arc are each connected to the support rod by a first pin.
3. The collapsible shuttering apparatus of claim 1, wherein the pivot pin is connected to the pivot shaft by a second pin.
4. The collapsible stencil apparatus of claim 1, wherein the stencil system is coupled to the fixed support by a pivot shaft and a pivot pin.
5. The collapsible shuttering apparatus of claim 1, wherein the number of support arches is 2 or more.
6. A collapsible shuttering apparatus as claimed in claim 5, characterised in that the supporting bars are divided into two upper and lower groups, the number of which is 2 times that of the supporting arc plates.
7. A collapsible shuttering apparatus as claimed in claim 1, in which the fixing brackets are provided with through holes, which are located in the recesses.
CN202020854697.XU 2020-05-21 2020-05-21 Cast-in-place concrete preformed hole retractable template device Active CN212388988U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020854697.XU CN212388988U (en) 2020-05-21 2020-05-21 Cast-in-place concrete preformed hole retractable template device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020854697.XU CN212388988U (en) 2020-05-21 2020-05-21 Cast-in-place concrete preformed hole retractable template device

Publications (1)

Publication Number Publication Date
CN212388988U true CN212388988U (en) 2021-01-22

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CN202020854697.XU Active CN212388988U (en) 2020-05-21 2020-05-21 Cast-in-place concrete preformed hole retractable template device

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114482533A (en) * 2022-02-10 2022-05-13 江苏省金陵建工集团有限公司 A preformed hole template for building civil engineering

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114482533A (en) * 2022-02-10 2022-05-13 江苏省金陵建工集团有限公司 A preformed hole template for building civil engineering

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CP01 Change in the name or title of a patent holder

Address after: 063305 Nanpu Development Zone, Hebei, Tangshan City

Patentee after: Tangshan Sanyou Silicon Industry Co.,Ltd.

Address before: 063305 Nanpu Development Zone, Hebei, Tangshan City

Patentee before: SANYOU SILICON INDUSTRY Co.,Ltd.

CP01 Change in the name or title of a patent holder