CN201581634U - Tool for casting concrete for template used in supporting constructional column of filler wall - Google Patents

Tool for casting concrete for template used in supporting constructional column of filler wall Download PDF

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Publication number
CN201581634U
CN201581634U CN 200920255148 CN200920255148U CN201581634U CN 201581634 U CN201581634 U CN 201581634U CN 200920255148 CN200920255148 CN 200920255148 CN 200920255148 U CN200920255148 U CN 200920255148U CN 201581634 U CN201581634 U CN 201581634U
Authority
CN
China
Prior art keywords
constructional column
tool
template
construction
filler wall
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.)
Expired - Fee Related
Application number
CN 200920255148
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Chinese (zh)
Inventor
杜锐
郝英华
贺伟
王续东
张涛
卫芷
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.)
China Shanxi Sijian Group Co Ltd
Original Assignee
China Shanxi Sijian 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 China Shanxi Sijian Group Co Ltd filed Critical China Shanxi Sijian Group Co Ltd
Priority to CN 200920255148 priority Critical patent/CN201581634U/en
Application granted granted Critical
Publication of CN201581634U publication Critical patent/CN201581634U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a construction tool, in particular to a tool for casting concrete for template used in supporting a constructional column of a filler wall which solves the problems of poor quality of constructional column of filler wall caused by simple structure of tool in the prior art for the construction of the constructional column of the filler wall. The structure of the tool for casting concrete for template used in supporting the constructional column of the filler wall includes four pieces of butted constructional column templates, an L-shaped column hoop provided with a lock catch, and a hopper; a vertical square timber plank and a transverse square timber plank are arranged outside the constructional column templates; the transverse square timber plank is connected and fixed with the L-shaped column hoop; the hopper is hung at the upper end of the vertical square timber plank; and the side of the hopper near the template is provided with a knife switch. The tool for casting concrete for template used in supporting the constructional column of the filler wall has the advantages of simple equipment, easy operation of technique, lower construction cost, quick construction speed, simple construction, low cost and low consumption of construction materials.

Description

The infilled wall constructional column installs with template concreting instrument
Technical field
The utility model relates to a kind of building operations instrument, is specially a kind of infilled wall constructional column and installs with template concreting instrument.
Background technology
Traditional infilled wall constructional column construction technology is simple, and the tool construction of use is simple, and is single.Cause the capital concrete to build mass defects such as leakiness, anti seismic efficiency weakness and presentation quality are general easily, and efficiency is also lower.
Summary of the invention
The utility model is simple in order to solve the tool construction that exists in the existing infilled wall constructional column construction technology, causes problems such as the infilled wall constructional column is of poor quality and provides a kind of infilled wall constructional column to install with template concreting instrument.
The utility model is realized by following technical scheme, a kind of infilled wall constructional column installs with template concreting instrument, structure comprise four butt joints the constructional column template, have L shaped tie, the funnel of snap close, it is perpendicular stupefied stupefied with lumps of wood horizontal stroke that the constructional column template is provided with the lumps of wood outward, lumps of wood horizontal stroke is stupefied to be connected and fixed by L shaped tie, articulate funnel in the perpendicular stupefied upper end of the lumps of wood, the side that funnel is pressed close to template is provided with plug-in strip.
The infilled wall constructional column formwork erection described in the utility model and the construction tool of concreting, be characterized in that the constructional column template adopts " L shaped simple and easy band iron tie " to reach the design of " capital is irritated the concrete mouth and cooperated gate with funnel ", bigger raising efficiency, finally eliminate infilled wall structure capital concrete and built uncompacted mass defect, improved anti seismic efficiency and presentation quality is good.Its feature is that construction equipment is simple, and technology is easy to operate, and construction cost is lower, and speed of application is fast, and easy construction, cost are honest and clean, and the constructional materials consumption is low.
Description of drawings
Fig. 1 is a structural representation of the present utility model
Fig. 2 is the right view of Fig. 1
Fig. 3 is the vertical view (not containing floor 4) of Fig. 1
Among the figure: the 1-snap close, 2-L shape tie, 3-constructional column template, the 4-floor, the 5-plug-in strip,
The 6-funnel, 7-lumps of wood horizontal stroke is stupefied, and the 8-lumps of wood is perpendicular stupefied
The specific embodiment
Anticipate as shown in the figure, a kind of infilled wall constructional column installs with template concreting instrument, comprise the constructional column template 3 of four butt joints, the L shaped tie 2 that has snap close 1, funnel 6, the constructional column template 3 outer lumps of wood perpendicular stupefied 8 and the lumps of wood horizontal stupefied 7 of being provided with, the lumps of wood horizontal stupefied 7 is connected and fixed by L shaped tie 2, articulate funnel 6 in perpendicular stupefied 8 upper ends of the lumps of wood, the side that funnel 6 is pressed close to template is provided with plug-in strip 5.
Use material configuration such as bamboo offset plate, the lumps of wood to become standard form according to designing requirement, adopt band iron to make L shaped simple and easy tie and cooperate snap close to be reinforced, the constructional column top is adopted funnel filling concrete to cooperate the iron sheet lock to seal and is guaranteed the concrete pouring quality.Technological process comprises: join mould according to drawing constructional column form, mould is checked and accepted, the brushing interleaving agent, and the constructional column unwrapping wire, column mould, reinforcing, correction, examination are built concrete with funnel, and the iron sheet lock seals, collects clout, unloads funnel, form removal, mold cleaning.
The construction technology main points: 1 according to constructional column figure paper size batching, and the lumps of wood keel that every side template adopts the bamboo offset plate to add two 50 * 100 are made standard form system (wide and the stickfast of bamboo offset plate of the lumps of wood 100).The outer lumps of wood of 2 posts, two side templates is perpendicular stupefiedly will to expose template 1cm, just in time blocks outboard template.3 outboard templates leave for 300 times at capital and irritate the concrete mouth, the perpendicular stupefied 1cm of exposing place draws gate slot one with a chainsaw along root at the lumps of wood of two side templates, groove depth 1.5cm, (distance is hour at the bottom of the floor as capital in order to irritate under the concrete mouth for flute length, the both sides lumps of wood is perpendicular stupefiedly will to expose template 4cm, one side is drawn the 50 thick lumps of wood logical sluice gate groove with a chainsaw along root, and opposite side still is groove depth 1.5cm, and flute length is irritates under the concrete mouth.) 3 reinforce and to make L shaped tie with the wide band iron of the thick 20mm of 4mm, long by 800, turn 100, pound flat dotting punch with one thick on indented bars of the long 16mm of 100mm and make snap close, the thick 6mm of eye, a long 24mm, the other end bow is so that tighten the lumps of wood.4 electricity consumptions are drilled in jewel hole 22mm on the infilled wall, and in order to by the band iron hoop, both sides are made horizontal stupefied of the short lumps of wood, and one of L shaped tie catches on the lumps of wood, and one fastens the lumps of wood with snap close.Outside way is identical substantially with it, and it is stupefied also to do horizontal stroke with a lumps of wood, and one of L shaped tie catches on hoop through walls, one fastens the lumps of wood with snap close, thereby forms easy tie reinforcement system, and tie spacing 600-800 together, foot one track pitch ground 200, topmost are stayed together and are irritated under the concrete mouth.

Claims (1)

1. an infilled wall constructional column installs with template concreting instrument, it is characterized in that: structure comprises the constructional column template (3) of four butt joints, the L shaped tie (2) that has snap close (1), funnel (6), the outer lumps of wood perpendicular stupefied (8) and the lumps of wood horizontal stroke stupefied (7) of being provided with of constructional column template (3), lumps of wood horizontal stroke stupefied (7) is connected and fixed by L shaped tie (2), articulate funnel (6) in the lumps of wood perpendicular stupefied (8) upper end, the side that funnel (6) is pressed close to template is provided with plug-in strip (5).
CN 200920255148 2009-12-10 2009-12-10 Tool for casting concrete for template used in supporting constructional column of filler wall Expired - Fee Related CN201581634U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200920255148 CN201581634U (en) 2009-12-10 2009-12-10 Tool for casting concrete for template used in supporting constructional column of filler wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200920255148 CN201581634U (en) 2009-12-10 2009-12-10 Tool for casting concrete for template used in supporting constructional column of filler wall

Publications (1)

Publication Number Publication Date
CN201581634U true CN201581634U (en) 2010-09-15

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN 200920255148 Expired - Fee Related CN201581634U (en) 2009-12-10 2009-12-10 Tool for casting concrete for template used in supporting constructional column of filler wall

Country Status (1)

Country Link
CN (1) CN201581634U (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102383598A (en) * 2011-09-23 2012-03-21 中国十七冶集团有限公司 Method for section construction of building project constructional column
CN102561681A (en) * 2012-03-15 2012-07-11 陕西建工集团总公司 Casting molding template and casting molding process for constructional columns of infilled walls
CN103255921A (en) * 2013-05-07 2013-08-21 中建八局第一建设有限公司青岛分公司 Top pouring method for concrete construction columns
CN103643798A (en) * 2013-12-09 2014-03-19 广州市第一建筑工程有限公司 Pouring device used for constructional column top and large- section beam column closed opening
CN104533079A (en) * 2015-01-17 2015-04-22 新八建设集团有限公司 Annular hoop for fixing concrete square column template with quick assembly-disassembly and without opposite pulling rod
CN105971272A (en) * 2016-06-23 2016-09-28 杭州江润科技有限公司 Fabricated type reinforced concrete constructional column adopting aluminum templates and block filling wall and construction method
CN106481082A (en) * 2016-11-17 2017-03-08 云南省建设投资控股集团有限公司 A kind of improvement casting method of constructional column
CN108643569A (en) * 2018-05-17 2018-10-12 福建省惠东建筑工程有限公司 A kind of Constructional Col-umn Construction equipment and its construction method
CN109208901A (en) * 2017-07-05 2019-01-15 五冶集团上海有限公司 A kind of funneling formwork erection method of constructional column concreting feed inlet

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102383598A (en) * 2011-09-23 2012-03-21 中国十七冶集团有限公司 Method for section construction of building project constructional column
CN102561681A (en) * 2012-03-15 2012-07-11 陕西建工集团总公司 Casting molding template and casting molding process for constructional columns of infilled walls
CN102561681B (en) * 2012-03-15 2013-12-11 陕西建工集团总公司 Casting molding template and casting molding process for constructional columns of infilled walls
CN103255921A (en) * 2013-05-07 2013-08-21 中建八局第一建设有限公司青岛分公司 Top pouring method for concrete construction columns
CN103643798A (en) * 2013-12-09 2014-03-19 广州市第一建筑工程有限公司 Pouring device used for constructional column top and large- section beam column closed opening
CN104533079A (en) * 2015-01-17 2015-04-22 新八建设集团有限公司 Annular hoop for fixing concrete square column template with quick assembly-disassembly and without opposite pulling rod
CN105971272A (en) * 2016-06-23 2016-09-28 杭州江润科技有限公司 Fabricated type reinforced concrete constructional column adopting aluminum templates and block filling wall and construction method
CN106481082A (en) * 2016-11-17 2017-03-08 云南省建设投资控股集团有限公司 A kind of improvement casting method of constructional column
CN109208901A (en) * 2017-07-05 2019-01-15 五冶集团上海有限公司 A kind of funneling formwork erection method of constructional column concreting feed inlet
CN108643569A (en) * 2018-05-17 2018-10-12 福建省惠东建筑工程有限公司 A kind of Constructional Col-umn Construction equipment and its construction method

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20100915

Termination date: 20171210