CN107620485A - Building cylinder reparation template framework and construction method - Google Patents

Building cylinder reparation template framework and construction method Download PDF

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Publication number
CN107620485A
CN107620485A CN201711064279.XA CN201711064279A CN107620485A CN 107620485 A CN107620485 A CN 107620485A CN 201711064279 A CN201711064279 A CN 201711064279A CN 107620485 A CN107620485 A CN 107620485A
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CN
China
Prior art keywords
template
cross bar
building cylinder
hole
reparation
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Pending
Application number
CN201711064279.XA
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Chinese (zh)
Inventor
包兴钗
葛慧聪
董晓建
曾国塔
陈子安
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TAICH CONSTRUCTION Co Ltd
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TAICH CONSTRUCTION Co Ltd
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Publication date
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Priority to CN201711064279.XA priority Critical patent/CN107620485A/en
Publication of CN107620485A publication Critical patent/CN107620485A/en
Pending legal-status Critical Current

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Abstract

The invention discloses a kind of building cylinder reparation template framework, including four pieces of templates, plug hole is at least carried in one piece of template, blocking is configured with plug hole, banding has cross bar in template, the both ends of cross bar carry through hole, the through hole of Screw arbor with nut at both-ends through previous cross bar and rear side cross bar connected to drawing, the template of each pair Relative distribution is at least configured with two pairs of cross bars along short transverse and coordinates Screw arbor with nut at both-ends to be fixedly clamped, and strengthens sealing using seal with elastometic washer and using fluid sealant between template at the cooperation of template and damaged surface.Present invention also offers the construction method for repairing building cylinder with template framework using above-mentioned building cylinder reparation.Building cylinder reparation provided by the invention can repair cylinder more securely with template framework and construction method.

Description

Building cylinder reparation template framework and construction method
Technical field
The present invention relates to a kind of building cylinder reparation template framework.The invention further relates to use building cylinder reparation The construction method of building cylinder is repaired with template framework.
Background technology
During traditional architecture thing cylinder is repaired, generally it is fixed using common templates, concrete perfusion in template inner chamber, but It is that new-old concrete is difficult strong bonded, causes the concrete of repairing easily to come off, and the structural strength of cylinder is helped not Greatly.
The content of the invention
The technical problems to be solved by the invention are to provide a kind of can repair more securely and build cylinder breakage Building cylinder reparation template framework.Present invention also offers built using above-mentioned building cylinder reparation with template framework reparation The construction method of buildings column body.
The technical solution adopted in the present invention is:Building cylinder reparation template framework, including four pieces of templates, at least one Plug hole is carried in block template, blocking is configured with plug hole, banding has cross bar in template, and the both ends of cross bar carry through hole, right The through hole of screw rod through previous cross bar and rear side cross bar is drawn connected to drawing, the template of each pair Relative distribution is along short transverse At least being configured with two pairs of cross bars coordinates Screw arbor with nut at both-ends to be fixedly clamped, and is used between template at the cooperation of template and damaged surface Seal with elastometic washer simultaneously strengthens sealing using fluid sealant.
Present invention also offers the construction party for repairing building cylinder with template framework using above-mentioned building cylinder reparation Method, comprise the following steps:
A, the crisp concrete of building cylinder breakage is removed, until exposing the new face of hard structure;
B, template is covered in main body breakage, adjacent forms clamp pre-determined bit using grab, then use two cross bars to drawing Screw rod clamps the template being oppositely arranged, and the template of each pair Relative distribution is at least configured with two pairs of cross bars cooperations pair along short transverse Screw rod is drawn to be fixedly clamped;
C, fluid sealant is irrigated at the cooperation between the template and damaged surface and template and template, and waits fluid sealant complete Solidification;
D, the blocking in template is opened, the grouting pipe end of high-pressure grouting machine is docked with plug hole, grouting pipe end and cast Ensure to seal at the cooperation in hole, open high-pressure grouting machine and be blended with the high-strength concrete of steel fibre and be filled into template and surround to be formed Die cavity in;
E, form removal after the tentatively solidification of wait high-strength concrete, and conserved.
The present invention has the following effects that:
1st, it is fixed using template using a pair of cross bars and Screw arbor with nut at both-ends, fastening force is very big, can be preferably by the mixed of perfusion Solidifying soil paste pins, and is advantageous to the combination of new-old concrete;
2nd, sealing, energy are strengthened using seal with elastometic washer and using fluid sealant between template at the cooperation of template and damaged surface Enough mortar leakage preventions, enable the concrete grout that perfusion enters to keep high pressure, are advantageous to conjunction old and new concret, make mixed after solidification Solidifying soil is finer and close, is advantageous to lift intensity;
3rd, the high-strength concrete for being mixed with steel fibre is poured into the die cavity that template is surrounded, the concrete strength for making newly to irrigate is carried Rise, can significantly lift the structural strength of the cylinder after repairing.
Brief description of the drawings
Fig. 1 is the structure schematic cross-sectional view of building cylinder reparation template framework provided by the invention.
Fig. 2 is the structural plan schematic diagram of building cylinder reparation template framework provided by the invention.
Embodiment
Shown in reference picture 1, Fig. 2, building cylinder reparation template framework provided by the invention, including four pieces of templates 1, extremely Plug hole 2 is carried in few one piece of template 1, blocking is configured with plug hole 2, banding has cross bar 3, the both ends band of cross bar 3 in template 1 There is through hole, the through hole of Screw arbor with nut at both-ends 4 through previous cross bar 3 and rear side cross bar 3 connected to drawing, the template of each pair Relative distribution 1 is at least configured with two pairs of cross bars 3 along short transverse coordinates Screw arbor with nut at both-ends 4 to be fixedly clamped, at the cooperation of template 1 and damaged surface Sealed between template using rubber ring 5 and sealing is strengthened using fluid sealant.
It is shown shown in reference picture 1, Fig. 2, on the basis of above-mentioned technical proposal, in order to more stably set cross bar 3, The position cross direction profiles of the cross bar 3 are set in the template 1 at least two fixture blocks 7 with neck 6, and the cross bar 3 is embedded in In the neck 6.
Shown in reference picture 1, Fig. 2, present invention also offers built using above-mentioned building cylinder reparation with template framework reparation The construction method of buildings column body, comprises the following steps:
A, the crisp concrete of building cylinder breakage 8 is removed, until exposing the new face of hard structure;
B, template 1 is covered in main body breakage 8, adjacent forms 1 clamp pre-determined bit using grab, then use two cross bars 3 Screw arbor with nut at both-ends 4 clamps the template 1 being oppositely arranged, and the template 1 of each pair Relative distribution is at least configured with two pairs of horizontal strokes along short transverse Bar 3 coordinates Screw arbor with nut at both-ends 4 to be fixedly clamped;
C, fluid sealant is irrigated at the cooperation between the template 1 and damaged surface and template 1 and template 1, and waits fluid sealant Solidification completely;
D, the blocking in template 1 is opened, the grouting pipe end of high-pressure grouting machine is docked with plug hole 2, grouting pipe end is with pouring Ensure to seal at the cooperation of orifice 2, the high-strength concrete that opening high-pressure grouting machine is blended with steel fibre 9 is filled into template encirclement In the die cavity of formation;
E, form removal 1 after the tentatively solidification of wait high-strength concrete, and conserved.
, will first in the holes drilled through 11 of cylinder breakage 8 between the step A and step B when main body breakage area is larger Carbon fiber 10 passes through through hole 11, and the both ends of carbon fiber 10 leave one section in breakage.Carbon fiber 10 can make new-old concrete, post Effectively connection is realized between the novel concrete of body both sides, improves the conjugation of the concrete newly poured and cylinder.

Claims (4)

1. a kind of building cylinder reparation template framework, it is characterized in that:Including four pieces of templates, carry and pour at least in one piece of template Orifice, is configured with blocking at plug hole, and banding has a cross bar in template, and the both ends of cross bar carry through hole, and Screw arbor with nut at both-ends is through previous The through hole of cross bar and rear side cross bar connected to drawing, and the template of each pair Relative distribution is at least configured with two pairs along short transverse Cross bar coordinates Screw arbor with nut at both-ends to be fixedly clamped, and uses seal with elastometic washer between template at the cooperation of template and damaged surface and adopts Strengthen sealing with fluid sealant.
2. building cylinder reparation template framework according to claim 1, it is characterized in that:Described in being set in the template The position cross direction profiles of cross bar have at least two fixture blocks with neck, and the cross bar is embedded in the neck.
3. a kind of construction method for repairing building cylinder with template framework using building cylinder reparation described in claim 1, It is characterized in that:Comprise the following steps:
A, the crisp concrete of building cylinder breakage is removed, until exposing the new face of hard structure;
B, template is covered in main body breakage, adjacent forms clamp pre-determined bit using grab, then use two cross bars to drawing Screw rod clamps the template being oppositely arranged, and the template of each pair Relative distribution is at least configured with two pairs of cross bars cooperations pair along short transverse Screw rod is drawn to be fixedly clamped;
C, fluid sealant is irrigated at the cooperation between the template and damaged surface and template and template, and waits fluid sealant complete Solidification;
D, the blocking in template is opened, the grouting pipe end of high-pressure grouting machine is docked with plug hole, grouting pipe end and cast Ensure to seal at the cooperation in hole, open high-pressure grouting machine and be blended with the high-strength concrete of steel fibre and be filled into template and surround to be formed Die cavity in;
E, form removal after the tentatively solidification of wait high-strength concrete, and conserved.
4. the construction party according to claim 3 for repairing building cylinder with template framework using the reparation of building cylinder Method, it is characterized in that:When main body breakage area is larger, first in cylinder breakage holes drilled through between the step A and step B, Carbon fiber is passed through into through hole, the both ends of carbon fiber leave one section in breakage.
CN201711064279.XA 2017-11-02 2017-11-02 Building cylinder reparation template framework and construction method Pending CN107620485A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201711064279.XA CN107620485A (en) 2017-11-02 2017-11-02 Building cylinder reparation template framework and construction method

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Application Number Priority Date Filing Date Title
CN201711064279.XA CN107620485A (en) 2017-11-02 2017-11-02 Building cylinder reparation template framework and construction method

Publications (1)

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CN107620485A true CN107620485A (en) 2018-01-23

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108797384A (en) * 2018-06-13 2018-11-13 刘玲玲 A kind of bridge pier clears up repair apparatus and its cleaning reparation construction technique automatically
CN111441609A (en) * 2020-06-02 2020-07-24 孔庆珍 Building bearing column repairing method based on big data
CN112663989A (en) * 2021-01-07 2021-04-16 上海肯叩实业有限公司 Efficient balcony stone guardrail prosthetic devices
CN114165072A (en) * 2021-12-31 2022-03-11 余世好 Device and method for repairing house building damaged by bottom frame column vibration
CN114293810A (en) * 2022-02-23 2022-04-08 李荣路 Method for reinforcing stone micro-pressure concrete filled structure

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2545132A1 (en) * 1983-04-28 1984-11-02 Renofors France Method for securing stone constructions
CN201176709Y (en) * 2008-04-25 2009-01-07 中冶京唐建设有限公司 Calibration column stirrup mold for frame column
CN102733350A (en) * 2012-06-19 2012-10-17 山东高速青岛公路有限公司 Repairing method for local defect of concrete in water level change region and repairing device
CN103938886A (en) * 2014-05-05 2014-07-23 葛洲坝集团第六工程有限公司 Method for repairing concrete defects of side wall
CN105019675A (en) * 2015-06-09 2015-11-04 杭州江润科技有限公司 Repairing construction method for grey brick outer wall of ancient building
CN205116720U (en) * 2015-09-29 2016-03-30 中国建筑股份有限公司 Stupefied connector of back of body
CN207485013U (en) * 2017-11-02 2018-06-12 泰昌建设有限公司 Building cylinder reparation template framework

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2545132A1 (en) * 1983-04-28 1984-11-02 Renofors France Method for securing stone constructions
CN201176709Y (en) * 2008-04-25 2009-01-07 中冶京唐建设有限公司 Calibration column stirrup mold for frame column
CN102733350A (en) * 2012-06-19 2012-10-17 山东高速青岛公路有限公司 Repairing method for local defect of concrete in water level change region and repairing device
CN103938886A (en) * 2014-05-05 2014-07-23 葛洲坝集团第六工程有限公司 Method for repairing concrete defects of side wall
CN105019675A (en) * 2015-06-09 2015-11-04 杭州江润科技有限公司 Repairing construction method for grey brick outer wall of ancient building
CN205116720U (en) * 2015-09-29 2016-03-30 中国建筑股份有限公司 Stupefied connector of back of body
CN207485013U (en) * 2017-11-02 2018-06-12 泰昌建设有限公司 Building cylinder reparation template framework

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
于辉等: "《桥涵维护与加固技术》", 31 March 2013, 郑州:黄河水利出版社 *
刘咏梅编: "《水闸除险加固实用技术》", 30 June 2016, 郑州:黄河水利出版社 *

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108797384A (en) * 2018-06-13 2018-11-13 刘玲玲 A kind of bridge pier clears up repair apparatus and its cleaning reparation construction technique automatically
CN111441609A (en) * 2020-06-02 2020-07-24 孔庆珍 Building bearing column repairing method based on big data
CN112663989A (en) * 2021-01-07 2021-04-16 上海肯叩实业有限公司 Efficient balcony stone guardrail prosthetic devices
CN114165072A (en) * 2021-12-31 2022-03-11 余世好 Device and method for repairing house building damaged by bottom frame column vibration
CN114293810A (en) * 2022-02-23 2022-04-08 李荣路 Method for reinforcing stone micro-pressure concrete filled structure

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Application publication date: 20180123