CN1078524A - Brick-and-concrete buildings constructional column, collar tie beam cast-in-situ construction method and device - Google Patents

Brick-and-concrete buildings constructional column, collar tie beam cast-in-situ construction method and device Download PDF

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Publication number
CN1078524A
CN1078524A CN 92108116 CN92108116A CN1078524A CN 1078524 A CN1078524 A CN 1078524A CN 92108116 CN92108116 CN 92108116 CN 92108116 A CN92108116 A CN 92108116A CN 1078524 A CN1078524 A CN 1078524A
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CN
China
Prior art keywords
collar tie
constructional column
brick
cast
floor slab
Prior art date
Application number
CN 92108116
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Chinese (zh)
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CN1026604C (en
Inventor
范家声
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范家声
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Publication date
Application filed by 范家声 filed Critical 范家声
Priority to CN 92108116 priority Critical patent/CN1026604C/en
Publication of CN1078524A publication Critical patent/CN1078524A/en
Application granted granted Critical
Publication of CN1026604C publication Critical patent/CN1026604C/en

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Abstract

The present invention relates to a kind of brick-and-concrete buildings constructional column, collar tie beam cast-in-situ construction method and device, the characteristics of this method are to set up bracing frame behind building wall, and precast floor slab is installed earlier, build again.Its bracing frame is made of cross bar and vertical rod, the bracing frame support shuttering, template supports precast floor slab, the present invention is because first good and sound precast floor slab concreting again, so the people can stand on the precast plate and construct, but primary concreting constructional column, collar tie beam, balcony, stair, kitchen, lavatory and insertion piece, thus construction safety, easy to operate, strengthened the globality and the shock resistance of structure, material-saving saves time.

Description

The present invention relates to constructional column, collar tie beam cast-in-situ construction method and the device of a kind of construction techniques, particularly brick-and-concrete buildings.
The brick-and-concrete buildings cost is lower, and is applied widely, in mixed industry of general brick and the civilian construction design, constructs the requirement of setting up defences for the rigidity that strengthens building with satisfying, and the great majority design is that collar tie beam and more constructional column are arranged layer by layer.The step of existing building with brick-concrete structure constructional column, collar tie beam cast-in-situ construction method is: form removal → instrument error centering, repairing → installation precast floor slab after building wall → set up operating platform → group bundle constructional column, the collar tie beam reinforcing bar → pillar beam forms → preheating embedding line → concreting → concrete final set.This job practices must be set up operating platform when concreting, the people stands on the operating platform and builds, so difficulty of construction is big, operates dangerous, simultaneously, need smoothing behind the concreting,, also need repair as constructional column, the whole injustice of collar tie beam, thereby increase cost, prolonged the duration, and respectively had constuction joint between the section of building, whole building and shock resistance are relatively poor.
The objective of the invention is to overcome above-mentioned the deficiencies in the prior art, a kind of precast floor slab that installs earlier is provided, concreting again, thereby has labor and material saving, handling safety, convenience, brick-and-concrete buildings constructional column, collar tie beam cast-in-situ construction method and the device of enhancing whole building and shock resistance.
Brick-and-concrete buildings constructional column of the present invention, collar tie beam cast-in-situ construction method adopt following construction sequence:
(1) building wall;
(2) set up constructional column, collar tie beam bracing frame;
(3) constructional column, collar tie beam reinforcing bar are pricked by group;
(4) set up template on group ties the constructional column, collar tie beam of reinforcing bar, wherein: template is supported by formwork-support;
(5) precast floor slab is installed on template, and centering is more flat;
(6) concreting.
The bracing frame of realizing said method is by support rail, and is vertical with support rail, and constitutes with supporting rod that support rail is fastenedly connected, and wherein: support rail passes the body of wall that need build collar tie beam, supports the bottom of vertical rod and contacts to earth.The top of supporting vertical rod also can contact with precast floor slab, to support the certain pressure of precast floor slab.
Building wall of the present invention is set up formwork-support behind predetermined height, the cross bar of bracing frame passes the preformed hole of body of wall, makes the pressure of precast floor slab be pressed on the support rail by template, at last by supporting vertical rod and body of wall load-bearing.As long as suitably select the quantity of support rail and support vertical rod, whole support system is just very safe.After the good and sound smoothing of precast floor slab, the constructor can stand in and build constructional column, collar tie beam on the precast floor slab, handling safety, convenience like this, but and make constructional column, collar tie beam, balcony, stair, kitchen, lavatory and insert the piece primary concreting, both strengthen the globality and the shock resistance of structure, do not had constuction joint again.Because good and sound precast floor slab is smoothed,, just need not after building to proofread and correct, thereby save time and material as long as build on request.
The present invention compares with existing job practices owing to be erected with formwork-support, can safety install precast floor slab earlier, build again, so construction safety of the present invention is easy to operate, strengthened the globality of structure, improved design function, saved time and raw material.
The schematic diagram that Fig. 1 sets up for bracing frame of the present invention.
Embodiments of the invention are as follows:
Job practices of the present invention is carried out according to the following steps:
(1) building wall;
(2) set up constructional column, ring beam template supporting frame, bracing frame is by cross bar 1, vertical with cross bar 1, and constitute with vertical rod 2 and the backstay 7 that fastener 4 is connected with cross bar 1, wherein cross bar 1 passes body of wall 3, and template 5 is supported by cross bar 1, and precast floor slab 6 is supported by template 5, backstay 7 holds out against template 5, contacts to earth in vertical rod 2 bottoms;
(3) constructional column, collar tie beam reinforcing bar are pricked by group;
(4) on tying the constructional column, collar tie beam of reinforcing bar, group sets up template;
(5) preheating embedding line;
(6) precast floor slab is installed on template, is installed and carry out levelling behind whole precast floor slabs of one deck and proofread and correct;
(7) concreting;
(8) remove template after the concrete final set.
Promptly on this one deck basis, set up new one deck after the concrete final set, new one deck job practices and above-mentioned identical.

Claims (2)

1, a kind of brick-and-concrete buildings constructional column, collar tie beam cast-in-situ construction method is characterized in that it comprises the following steps:
(1) building wall;
(2) set up constructional column, ring beam template supporting frame;
(3) constructional column, collar tie beam reinforcing bar are pricked by group;
(4) set up template on constructional column, collar tie beam, wherein template is supported by formwork-support;
(5) precast floor slab is installed on template, and the levelling calibration;
(6) concreting.
2, the isolated plant of brick-and-concrete buildings constructional column described in a kind of claim 1, collar tie beam cast-in-situ construction method, it is characterized in that bracing frame is by support rail 1, vertical with support rail 1, and constitute with the supporting rod 2 that support rail 1 is fastenedly connected, wherein: support rail 1 passes the body of wall 3 that need build collar tie beam, supports the bottom of vertical rod 2 and contacts to earth.
CN 92108116 1992-05-04 1992-05-04 Pouring in situ construction method for brick hybrid building structure of column girth and equipments thereof CN1026604C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 92108116 CN1026604C (en) 1992-05-04 1992-05-04 Pouring in situ construction method for brick hybrid building structure of column girth and equipments thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 92108116 CN1026604C (en) 1992-05-04 1992-05-04 Pouring in situ construction method for brick hybrid building structure of column girth and equipments thereof

Publications (2)

Publication Number Publication Date
CN1078524A true CN1078524A (en) 1993-11-17
CN1026604C CN1026604C (en) 1994-11-16

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN 92108116 CN1026604C (en) 1992-05-04 1992-05-04 Pouring in situ construction method for brick hybrid building structure of column girth and equipments thereof

Country Status (1)

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CN (1) CN1026604C (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100526573C (en) * 2008-08-28 2009-08-12 温州建设集团公司 Construction method of structure conversion layer concrete girder steel bracket formwork support
CN102535851A (en) * 2012-03-26 2012-07-04 郑州大学 Board integrated construction process of prefabricated floor board of masonry house
CN102889004A (en) * 2012-11-04 2013-01-23 西安建筑科技大学 Method for increasing ring beam for brick masonry wall
CN103470065A (en) * 2013-09-05 2013-12-25 邯郸市第二建筑安装有限公司天津分公司 Steel tube truss connection part and connection method thereof
CN105317216A (en) * 2015-02-11 2016-02-10 中建四局第三建筑工程有限公司 Wall body reversed construction method and wall body and concrete framework casting structure
CN106284653A (en) * 2016-09-10 2017-01-04 广西建工集团第四建筑工程有限责任公司 The construction method that a kind of balcony construct capital interspaces in advance
CN108457469A (en) * 2017-02-21 2018-08-28 黄靓 A kind of concrete structure construction method with assembled masonry filler wall
CN108457402A (en) * 2017-02-21 2018-08-28 黄靓 A kind of concrete structure construction method with assembled masonry filler wall

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100526573C (en) * 2008-08-28 2009-08-12 温州建设集团公司 Construction method of structure conversion layer concrete girder steel bracket formwork support
CN102535851A (en) * 2012-03-26 2012-07-04 郑州大学 Board integrated construction process of prefabricated floor board of masonry house
CN102889004A (en) * 2012-11-04 2013-01-23 西安建筑科技大学 Method for increasing ring beam for brick masonry wall
CN102889004B (en) * 2012-11-04 2014-12-31 西安建筑科技大学 Method for increasing ring beam for brick masonry wall
CN103470065A (en) * 2013-09-05 2013-12-25 邯郸市第二建筑安装有限公司天津分公司 Steel tube truss connection part and connection method thereof
CN103470065B (en) * 2013-09-05 2016-02-10 邯郸市第二建筑安装有限公司天津分公司 A kind of steel pipe truss connector and attaching method thereof
CN105317216A (en) * 2015-02-11 2016-02-10 中建四局第三建筑工程有限公司 Wall body reversed construction method and wall body and concrete framework casting structure
CN106284653A (en) * 2016-09-10 2017-01-04 广西建工集团第四建筑工程有限责任公司 The construction method that a kind of balcony construct capital interspaces in advance
CN106284653B (en) * 2016-09-10 2018-09-21 广西建工集团第四建筑工程有限责任公司 A kind of construction method that balcony construct capital interspaces in advance
CN108457469A (en) * 2017-02-21 2018-08-28 黄靓 A kind of concrete structure construction method with assembled masonry filler wall
CN108457402A (en) * 2017-02-21 2018-08-28 黄靓 A kind of concrete structure construction method with assembled masonry filler wall

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