CN218970638U - Large-diameter frame column template positioning seepage-proofing structure - Google Patents
Large-diameter frame column template positioning seepage-proofing structure Download PDFInfo
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- CN218970638U CN218970638U CN202223476353.8U CN202223476353U CN218970638U CN 218970638 U CN218970638 U CN 218970638U CN 202223476353 U CN202223476353 U CN 202223476353U CN 218970638 U CN218970638 U CN 218970638U
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Abstract
The utility model discloses a large-diameter frame column template positioning seepage-proofing structure, which comprises a first template: the inside of the first template is provided with a groove, the inside of the groove is fixedly welded with a transverse reinforcing rod, the inside of the groove is fixedly welded with a longitudinal reinforcing rod, and the large-diameter frame column template positioning seepage-proofing structure enables a right half screw and a left half screw to be tightly attached by mutually butting the first template and the second template, so that a tightening nut can be rotated, the first template and the second template are conveniently installed and fixed, the first template and the second template can be reinforced by the design of the transverse reinforcing rod and the longitudinal reinforcing rod, and the bulge deformation of the first template and the second template after concrete pouring is prevented; through gluing glutinous waterproof film at first template and second template inner wall, can prevent to mix earth adhesion first template and second template and be difficult to demolish after mixing earth pouring the shaping, the design of jack and bracing piece can correspond to peg graft the installation, conveniently stacks first template and second template of installation to improve concrete pouring height.
Description
Technical Field
The utility model relates to the technical field of constructional engineering, in particular to a large-diameter frame column template positioning seepage-proofing structure.
Background
In recent years, with the development of society, cast-in-situ reinforced concrete frame buildings are increasingly widely used due to the characteristics of large space, short construction period, good earthquake resistance and the like.
At present, the angle steel acts on the template, can prevent when the frame post is pour and appear rotten root phenomenon at root locking template, moreover, the angle steel is common material in the building trade, and its low in production cost, simultaneously, this structure is detachable, and its reusability is strong, resources are saved, but the high position of such template is limited, leads to mixing the earth to pour highly limited, and the easy adhesion template of concrete placement back, inconvenient dismouting.
For example, a frame construction post root seepage prevention structure that is disclosed in the official gazette CN208633528U, including first angle steel, second angle steel, third angle steel and fourth angle steel that connect gradually, the inboard locking of period has the plywood, first angle steel, second angle steel and third angle steel are isometric, fourth angle steel is than other being equipped with 40mm surplus fastening section, fourth angle steel one end is articulated with first angle steel, the other end is equipped with U type locking groove, first angle steel, second angle steel and third angle steel are articulated in proper order, the welding has locking screw and is furnished with lock nut on the third angle steel.
According to the scheme disclosed in the prior patent document, the template is adhered with concrete and the template is fixed in height after the concrete is formed, so that higher concrete is inconvenient to pour. Accordingly, improvements in the art are needed.
Disclosure of Invention
The utility model aims to provide a large-diameter frame column template positioning seepage-proofing structure so as to solve the problems that templates are adhered with concrete and the heights of the templates are fixed.
In order to achieve the above purpose, the present utility model provides the following technical solutions: a large-diameter frame column template positioning seepage-proofing structure comprises a first template: the inside of first template is provided with the recess, the inside fixed welding of recess has horizontal stiffener, the inside fixed welding of recess has vertical stiffener, the inside jack that is provided with of lower extreme of first template, the both ends fixed welding of first template has the half right screw rod, the outside of half right screw rod has the nut through threaded connection, a side of half right screw rod has closely pasted half left screw rod, the one end fixed welding of half left screw rod has the second template.
Preferably, the inside of nut is through threaded connection left half screw rod, the second template is hugged closely to the medial surface of nut, through with first template and the mutual butt joint of second template for right half screw rod and left half screw rod are hugged closely, can rotate and turn round tight nut, and fixed first template and second template of easy to assemble.
Preferably, the side face of the transverse reinforcing rod is fixedly welded with the longitudinal reinforcing rod, the inner side face of the nut is clung to the first template, and the first template and the second template can be reinforced by the design of the transverse reinforcing rod and the longitudinal reinforcing rod, so that the bulge deformation after concrete pouring is prevented.
Preferably, the upper end of first template fixedly welded with bracing piece, the fixed welding bracing piece of up end of second template, the inner wall of first template glues and have waterproof film, through gluing the waterproof film at first template and second template inner wall, can prevent to mix the muddy earth adhesion first template and second template and be difficult to demolish after the formation of pouring.
Preferably, the end part of the first template is tightly adhered with a gasket, one side surface of the gasket is tightly adhered with the second template, a waterproof film is adhered on the inner wall of the second template, the design of the jack and the support rod can be correspondingly inserted and installed, the first template and the second template are conveniently stacked and installed, and therefore the concrete pouring height is improved.
Compared with the prior art, the utility model has the beneficial effects that:
1. the inside of the nut is connected with the left half screw rod through threads, the inner side surface of the nut is clung to the second template, and the first template and the second template are mutually butted, so that the right half screw rod and the left half screw rod are clung to each other, the nut can be turned and screwed, and the first template and the second template are convenient to install and fix.
2. According to the utility model, the longitudinal reinforcing rods are fixedly welded on the side surfaces of the transverse reinforcing rods, the inner side surfaces of the nuts are clung to the first template, and the first template and the second template can be reinforced by the design of the transverse reinforcing rods and the longitudinal reinforcing rods, so that the bulge deformation after concrete is poured is prevented.
3. According to the utility model, the support rod is fixedly welded at the upper end of the first template, the support rod is fixedly welded at the upper end face of the second template, the waterproof film is adhered to the inner wall of the first template, and the waterproof film is adhered to the inner walls of the first template and the second template, so that the first template and the second template are prevented from being adhered to each other and difficult to detach after concrete is poured and formed.
4. According to the utility model, the end part of the first template is tightly adhered with the gasket, one side surface of the gasket is tightly adhered with the second template, the inner wall of the second template is adhered with the waterproof film, the jack and the support rod can be correspondingly inserted and installed, and the first template and the second template are conveniently stacked and installed, so that the concrete pouring height is improved.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present utility model;
FIG. 2 is a top cross-sectional view of a first form of the present utility model;
fig. 3 is a left-hand enlarged view of the right half screw of the present utility model.
In the figure: 1 a first template, 11 grooves, 12 transverse reinforcing rods, 13 longitudinal reinforcing rods, 14 jacks, 15 right half screws, 16 nuts, 17 left half screws, 18 a second template, 19 gaskets, 110 supporting rods and 111 waterproof films.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Example 1
Referring to fig. 1-3, a large diameter frame column form positioning impermeable structure is shown, comprising a first form 1: the inside of first template 1 is provided with recess 11, and the inside fixed welding of recess 11 has horizontal stiffener 12, and the inside fixed welding of recess 11 has vertical stiffener 13, and the inside jack 14 that is provided with of lower extreme of first template 1, the fixed welding in both ends of first template 1 has right half screw rod 15, and the outside of right half screw rod 15 has nut 16 through threaded connection, and a side of right half screw rod 15 has closely pasted left half screw rod 17, and the fixed welding in one end of left half screw rod 17 has second template 18.
For convenient connection installation, the inside of nut 16 is through threaded connection left half screw 17, second template 18 is hugged closely to the medial surface of nut 16, through mutually abutting joint first template 1 and second template 18 for right half screw 15 and left half screw 17 hugs closely, can rotate and turn round tight nut 16, the fixed first template 1 of convenient installation and second template 18, the fixed welding longitudinal stiffener 13 of side of horizontal stiffener 12, the medial surface of nut 16 hugs closely first template 1, the design of horizontal stiffener 12 and longitudinal stiffener 13 can strengthen first template 1 and second template 18, prevent to play the drum and warp after the concreting.
In this embodiment, through mutually abutting first template 1 and second template 18 for right half screw rod 15 and left half screw rod 17 hugs closely, can rotate and turn round tight nut 16, the fixed first template 1 of easy to assemble and second template 18, and the design of horizontal stiffener 12 and vertical stiffener 13 can strengthen first template 1 and second template 18, prevents to play the drum after pouring concrete and warp.
Example 2
Referring to fig. 1-3, this embodiment further illustrates an embodiment 1, in which a large-diameter frame column template positioning impermeable structure includes a first template 1: the inside of first template 1 is provided with recess 11, and the inside fixed welding of recess 11 has horizontal stiffener 12, and the inside fixed welding of recess 11 has vertical stiffener 13, and the inside jack 14 that is provided with of lower extreme of first template 1, the fixed welding in both ends of first template 1 has right half screw rod 15, and the outside of right half screw rod 15 has nut 16 through threaded connection, and a side of right half screw rod 15 has closely pasted left half screw rod 17, and the fixed welding in one end of left half screw rod 17 has second template 18.
In order to prevent template and concrete adhesion, the fixed welding of upper end of first template 1 has bracing piece 110, the fixed welding bracing piece 110 of up end of second template 18, the inner wall of first template 1 glues and have waterproof film 111, through gluing waterproof film 111 at first template 1 and second template 18 inner wall, can prevent that concrete adhesion first template 1 and second template 18 from being difficult to demolish after concrete is pour the shaping, the tip of first template 1 is tightly pasted and is had gasket 19, the second template 18 is hugged closely to one side of gasket 19, the inner wall of second template 18 glues and have waterproof film 111, jack 14 and bracing piece 110's design can correspond and peg graft the installation, conveniently pile up and install first template 1 and second template 18, thereby improve concrete pouring height.
In this embodiment, through gluing waterproof film 111 at the inner wall of first template 1 and second template 18, can prevent that concrete from pouring the back that takes shape and mix the first template 1 of earth adhesion and second template 18 and be difficult to demolish, jack 14 and bracing piece 110's design can correspond to peg graft the installation, conveniently pile up first template 1 and second template 18 of installation to improve the concrete placement height.
This major diameter frame post template location seepage prevention structure through mutually abutting joint first template 1 and second template 18 for right side half screw rod 15 and left side half screw rod 17 are hugged closely, can rotate and turn round tight nut 16, and the fixed first template 1 of easy to assemble and second template 18, the design of horizontal stiffener 12 and vertical stiffener 13 can strengthen first template 1 and second template 18, prevent to pour the concrete back and play the drum deformation, through gluing waterproof film 111 at first template 1 and second template 18 inner wall, can prevent to mix the first template 1 of earth adhesion after the concrete is pour the shaping and second template 18 is difficult to demolish, jack 14 and bracing piece 110's design can correspond and peg graft the installation, conveniently stacks up and installs first template 1 and second template 18, thereby improve the concrete and pour the height.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein 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 major diameter frame post template location seepage prevention structure which characterized in that includes first template (1): the inside of first template (1) is provided with recess (11), the inside fixed welding of recess (11) has horizontal stiffener (12), the inside fixed welding of recess (11) has vertical stiffener (13), the inside jack (14) that is provided with of lower extreme of first template (1), the both ends fixed welding of first template (1) has right half screw rod (15), there is nut (16) in the outside of right half screw rod (15) through threaded connection, a side of right half screw rod (15) closely has left half screw rod (17), the one end fixed welding of left half screw rod (17) has second template (18).
2. A large diameter frame column form positioning permeation resistant structure according to claim 1, wherein: the inside of the nut (16) is connected with a left half screw rod (17) through threads, and the inner side surface of the nut (16) is clung to a second template (18).
3. A large diameter frame column form positioning permeation resistant structure according to claim 1, wherein: the side face of the transverse reinforcing rod (12) is fixedly welded with the longitudinal reinforcing rod (13), and the inner side face of the nut (16) is clung to the first template (1).
4. A large diameter frame column form positioning permeation resistant structure according to claim 1, wherein: the upper end of the first template (1) is fixedly welded with a supporting rod (110), the upper end face of the second template (18) is fixedly welded with the supporting rod (110), and a waterproof film (111) is adhered to the inner wall of the first template (1).
5. A large diameter frame column form positioning permeation resistant structure according to claim 1, wherein: the end part of the first template (1) is tightly adhered with a gasket (19), one side surface of the gasket (19) is tightly adhered with a second template (18), and a waterproof film (111) is adhered on the inner wall of the second template (18).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223476353.8U CN218970638U (en) | 2022-12-26 | 2022-12-26 | Large-diameter frame column template positioning seepage-proofing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223476353.8U CN218970638U (en) | 2022-12-26 | 2022-12-26 | Large-diameter frame column template positioning seepage-proofing structure |
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| Publication Number | Publication Date |
|---|---|
| CN218970638U true CN218970638U (en) | 2023-05-05 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202223476353.8U Active CN218970638U (en) | 2022-12-26 | 2022-12-26 | Large-diameter frame column template positioning seepage-proofing structure |
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| CN (1) | CN218970638U (en) |
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- 2022-12-26 CN CN202223476353.8U patent/CN218970638U/en active Active
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