CN208168357U - A kind of pillar steel form bottom leakproof sizing device - Google Patents

A kind of pillar steel form bottom leakproof sizing device Download PDF

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Publication number
CN208168357U
CN208168357U CN201820593048.1U CN201820593048U CN208168357U CN 208168357 U CN208168357 U CN 208168357U CN 201820593048 U CN201820593048 U CN 201820593048U CN 208168357 U CN208168357 U CN 208168357U
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CN
China
Prior art keywords
rubber strip
steel form
sizing device
groove
positioning plate
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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.)
Expired - Fee Related
Application number
CN201820593048.1U
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Chinese (zh)
Inventor
梁安楠
余林
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.)
Jiangsu Provincial Transportation Engineering Group Co Ltd
Original Assignee
Jiangsu Provincial Transportation Engineering Group 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 Jiangsu Provincial Transportation Engineering Group Co Ltd filed Critical Jiangsu Provincial Transportation Engineering Group Co Ltd
Priority to CN201820593048.1U priority Critical patent/CN208168357U/en
Application granted granted Critical
Publication of CN208168357U publication Critical patent/CN208168357U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model provides a kind of pillar steel form bottom leakproof sizing device, it is related to bridge building operations apparatus field, solves the technical issues of bottom spillage in cylinder work progress, it includes two semicircular half templates, half module board bottom portion opens up fluted along its circumferencial direction, rubber strip is embedded in the groove, the rubber strip vertical direction is projected as semicircle;It can be bonded well with column sole plane by the setting of rubber strip using the quality of rubber strip softness, to increase the density of casting concrete, prevent template from occurring rotten because of spillage, voids and pits phenomenon;In addition using this steel formwork material can also be being saved, while guaranteeing column beauty, is greatly improving working efficiency to avoid the duplication of labour of worker.

Description

A kind of pillar steel form bottom leakproof sizing device
Technical field
The utility model relates to bridge building operations apparatus fields more particularly to a kind of pillar steel form bottom mortar leakage prevention to fill It sets.
Background technique
In order to ensure pillar construction globality and appearance it is smooth, beautiful, generally require and constructed using steel form. However, general steel form does not do yin-yang bolt, only directly it is fixed by bolt after template splicing, bolt is pouring coagulation It is easy displacement when native, leads to the deformation of concrete column, template misplaces, it is also possible to there are problems that spillage, finally even not Meet design requirement, piece position is also easy to appear spillage, causes concrete " honeycomb " phenomenon occur, influences the matter of concrete column Amount.
Therefore Authorization Notice No. is that the Chinese patent of " CN203846768U " discloses a kind of cylindrical steel template comprising the Mutually matched positive seam allowance is respectively equipped in half template and the second half templates, the first half templates and the second half templates and yin stops Mouthful.Above-mentioned technical proposal in the first half templates and the second half templates by being respectively set the positive seam allowance and yin of the setting that cooperates Seam allowance increases contact area, so that the first half templates and the second template die plate are after installation is complete so as to avoid concrete It is leaked out from seam crossing.
But after Template Location, can because the cable wind rope tightness of the out-of-flatness of column sole plane or template surrounding is different and Prevent steel form from being bonded well with basal plane, in casting process, it may appear that bottom spillage phenomenon influences the total quality of column And beauty.Traditional way is, with timber wedge, geotextiles or other objects fill in clearance position, is then sealed with mortar, Or be directly sealed with mortar, this construction method is time-consuming and laborious, and is easy to appear column bottom bad root phenomenon.
Utility model content
The utility model provides a kind of pillar steel form bottom leakproof sizing device, and template can be effectively prevented by having The characteristics of spillage phenomenon generates after the completion of splicing.
The above-mentioned technical purpose of the utility model technical scheme is that:
A kind of pillar steel form bottom leakproof sizing device, including two semicircular half templates, half module board bottom portion edge Its circumferencial direction opens up fluted, rubber strip is embedded in the groove, the rubber strip vertical direction is projected as semicircle.
It, can be very using the quality of rubber strip softness by the setting of rubber strip by using above-mentioned technical proposal Good is bonded with column sole plane, to increase the density of casting concrete, prevents template from occurring spillage phenomenon because of spillage;Separately It is outer that material can also saved, while guaranteeing column beauty, greatly to avoid the duplication of labour of worker using this steel formwork Big raising working efficiency.
Preferably, the positioning plate being mutually matched with the groove is equipped in the groove, the rubber strip is fixed at In positioning plate, the positioning plate is detachably connected in the groove.
By using above-mentioned technical proposal, since rubber strip is soft, the abrasion that will cause rubber strip is used for a long time, leads to Cross positioning plate to be detachably connected in groove, facilitate and rubber strip is installed and is dismantled, when rubber strip abrasion be not enough to Mutually agreeing between column sole plane, rubber strip being replaced by disassembling positioning plate.
Preferably, the half template outside screw is connected with the pilot pin through the positioning plate, and the pilot pin runs through Described positioning plate one end is connected in the recess sidewall.
By using above-mentioned technical proposal, positioning plate is fixed by pilot pin, efficiently avoids work progress In, the phenomenon that being mutually disengaged between positioning plate and half template, cause spillage generation, and by the fixed function of pilot pin, when needing When replacing rubber strip, by backing out pilot pin rotation, the disassembly to positioning plate is facilitated, that is, is facilitated to rubber on positioning plate The disassembly of item.
Preferably, the rubber strip both ends are equipped with the locating slot and convex block being mutually matched, the convex block and the locating slot Interference fit.
By using above-mentioned technical proposal, by the setting of the locating slot and convex block of the setting that cooperates, in work progress, By the mutual cooperation between two sides locating slot and convex block enable half template of two sides it is stable be bonded, it is fixed by bottom Position slot and convex block carry out preliminary positioning to half template of two sides.
Preferably, wherein a side end extends outwardly equipped with arc panel the rubber strip, the arc panel internal diameter with it is described Rubber strip internal diameter is consistent.
By using above-mentioned technical proposal, by the setting of arc panel, so that the contact area between the rubber strip of two sides obtains It has arrived further increase, in casting process, has made the connection between the rubber strip of two sides even closer by the area of increase, from And further avoid the generation of spillage phenomenon.
Preferably, the rubber strip protrudes the groove setting, and projecting portion height is not more than 5mm.
By using above-mentioned technical proposal, in work progress, need to be contacted by rubber strip with column sole plane, to keep away Exempt from the generation of spillage situation, by limiting rubber strip projecting portion height, so that rubber strip being capable of contract in carrying out work progress Be fitted on column sole plane with closing, and rubber strip part compressed by the gravity of half template, efficiently avoid due to Rubber strip protrusion causes half module board bottom portion to protrude, and fixed unstable situation occurs.
Preferably, rubber strip protrusion part extends to horizontal direction is equipped with extension, and the extending part is in described Rubber strip two sides and setting is bonded to each other with half module board bottom portion.
By using above-mentioned technical proposal, in work progress, by the setting of extension, so that rubber strip and column sole plane Between contact area effectively increased, further increase the density of casting concrete, prevent template due to spillage There is spillage phenomenon.
In conclusion the utility model has the advantages that:
1, it is protruded and is arranged by rubber strip, it, can be fine using the quality of rubber strip softness in cylinder casting process Be bonded with column sole plane, to increase the density of casting concrete, prevent template from occurring rotten because of spillage, voids and pits Phenomenon;
2, it is detachably connected in groove by positioning plate, after rubber strip damage, passes through the replacement realization pair to positioning plate The replacement of rubber strip, so that rubber strip is installed and dismantled more convenient.
Detailed description of the invention
Fig. 1 is a kind of overall schematic of pillar steel form bottom leakproof sizing device;
Fig. 2 is the enlarged diagram of part A in Fig. 1;
Fig. 3 is the overall schematic in a kind of pillar steel form bottom leakproof sizing device work progress.
In figure, 1, half template;11, groove;2, positioning plate;22, pilot pin;3, rubber strip;31, locating slot;32, convex block; 33, arc panel;35, extension.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
A kind of pillar steel form bottom leakproof sizing device, as shown in Figure 1, including semicircular half template 1, and half template 1 Bottom opens up fluted 11 along its circumferencial direction, and rubber strip 3 is embedded in groove 11, here, as shown in Fig. 2, groove 11 and rubber Positioning plate 2 is equipped between adhesive tape 3, rubber strip 3 is fixed on positioning plate 2, and positioning plate 2 is detachably connected in groove 11, rubber Item 3 in the vertical direction be projected as semicircle.In this way, the quality soft using rubber strip 3, can be good at half template 1 It is bonded with column sole plane, to increase the density of casting concrete, prevents half template 1 from occurring spillage phenomenon because of spillage.
In the present embodiment, positioning plate 2 is detachably connected in groove 11, as shown in figure 3, half template, 1 outside screw connects There is the pilot pin 22 through positioning plate 2, and pilot pin 22 is connected on 11 side wall of groove through 2 one end of positioning plate.In this way, working as rubber Adhesive tape 3 damage when, by unscrewing pilot pin 22, positioning plate 2 is disassembled, facilitates the replacement to rubber strip 3, avoid due to Rubber strip 3 is embedded causes rubber strip 3 to dismantle difficult situation appearance in groove 11.
In the present embodiment, the density of casting concrete in order to further increase, as shown in Figure 1, rubber strip 3 protrudes groove 11 are arranged, and in the present embodiment, protrusion segment thickness is not more than 5mm, and rubber strip 3 protrudes the shape that partially extends outwardly in the horizontal direction At extension 35, here, extension 35 is located at the two sides of rubber strip 3 and extension 35 and half template, 1 bottom are bonded to each other setting. In this way, the deformation by protruding part increases the contact area between half template 1 and column sole plane in casting process, and Column bottom is further increased by extension 35 during half template 1 is abutted with column sole plane by the setting of extension 35 Contact area between basal plane and half template 1, thus the phenomenon that efficiently avoiding spillage generation.
During leakproof, since rubber strip 3 forms a positive round by two sides splicing, concrete can pass through two sides rubber strip 3 Stitching portion infiltration, as shown in Figures 1 and 2, the both ends of rubber strip 3 are equipped with the locating slot 31 and convex block 32 that are mutually matched, here, fixed Position slot 31 and convex block 32 are interference fitted;And as shown in Fig. 2, rubber strip 3 wherein a side end extends outwardly equipped with arc panel 33, arc 33 internal diameter of shape plate is consistent with 3 internal diameter of rubber strip.In this way, passing through interference fit and arc panel 33 between locating slot 31 and convex block 32 Setting, increase the contact area of two sides rubber strip 3, avoid concrete and permeated by the seam crossing of two sides rubber strip 3;And It is avoided by the convex block 32 and locating slot 31 of arc panel 33 and interference fit so that can be fixed to each other between two sides rubber strip 3 In carrying out process, since the toughness of rubber strip 3 leads to the displacement of rubber strip 3, so that cannot hinder concrete Every the phenomenon that generate.
Working principle:
Before construction, rubber strip 3 is fixed on to the bottom of half template 1 by positioning plate 2, and pass through 22 pairs of pilot pin positioning Plate 2 is fixed;Two sides rubber strip 3 is fixed by locating slot 31 and the interference fit and arc panel 33 of convex block 32;Again It is poured between double of template 1.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability Field technique personnel can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but As long as all by the protection of Patent Law in the scope of the claims of the utility model.

Claims (7)

1. a kind of pillar steel form bottom leakproof sizing device, including two semicircular half templates(1), it is characterised in that:It is described Half template(1)Bottom opens up fluted along its circumferencial direction(11), the groove(11)Inside it is embedded with rubber strip(3), the rubber Adhesive tape(3)Vertical direction is projected as semicircle.
2. a kind of pillar steel form bottom leakproof sizing device according to claim 1, it is characterised in that:The groove(11) It is interior to be equipped with and the groove(11)The positioning plate being mutually matched(2), the rubber strip(3)It is fixed at positioning plate(2)It is interior, institute State positioning plate(2)It is detachably connected on the groove(11)It is interior.
3. a kind of pillar steel form bottom leakproof sizing device according to claim 2, it is characterised in that:Half template (1)Outside screw is connected with through the positioning plate(2)Pilot pin(22), the pilot pin(22)Through the positioning plate (2)One end is connected to the groove(11)On side wall.
4. a kind of pillar steel form bottom leakproof sizing device according to claim 1, it is characterised in that:The rubber strip (3)Both ends are equipped with the locating slot being mutually matched(31)With convex block(32), the convex block(32)With the locating slot(31)Interference is matched It closes.
5. a kind of pillar steel form bottom leakproof sizing device according to claim 4, it is characterised in that:The rubber strip (3)Wherein a side end extends outwardly equipped with arc panel(33), the arc panel(33)Internal diameter and the rubber strip(3)Internal diameter one It causes.
6. a kind of pillar steel form bottom leakproof sizing device according to claim 1, it is characterised in that:The rubber strip (3)Protrude the groove(11)Setting, and protrude segment thickness and be not more than 5mm.
7. a kind of pillar steel form bottom leakproof sizing device according to claim 6, it is characterised in that:The rubber strip (3)Protrusion part extends to horizontal direction is equipped with extension(35), the extension(35)Positioned at the rubber strip(3)Two sides and With half template(1)Bottom is bonded to each other setting.
CN201820593048.1U 2018-04-24 2018-04-24 A kind of pillar steel form bottom leakproof sizing device Expired - Fee Related CN208168357U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820593048.1U CN208168357U (en) 2018-04-24 2018-04-24 A kind of pillar steel form bottom leakproof sizing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820593048.1U CN208168357U (en) 2018-04-24 2018-04-24 A kind of pillar steel form bottom leakproof sizing device

Publications (1)

Publication Number Publication Date
CN208168357U true CN208168357U (en) 2018-11-30

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Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2578122A (en) * 2018-10-16 2020-04-22 Macrete Ireland Ltd Grout retaining member and system
CN111472444A (en) * 2019-01-24 2020-07-31 中航天建设工程有限公司 Construction method for preventing root rot of frame column

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2578122A (en) * 2018-10-16 2020-04-22 Macrete Ireland Ltd Grout retaining member and system
GB2578122B (en) * 2018-10-16 2022-11-16 Macrete Ireland Ltd Grout retaining member and system
CN111472444A (en) * 2019-01-24 2020-07-31 中航天建设工程有限公司 Construction method for preventing root rot of frame column

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20181130