CN1026604C - Pouring in situ construction method for brick hybrid building structure of column girth and equipments thereof - Google Patents
Pouring in situ construction method for brick hybrid building structure of column girth and equipments thereof Download PDFInfo
- Publication number
- CN1026604C CN1026604C CN 92108116 CN92108116A CN1026604C CN 1026604 C CN1026604 C CN 1026604C CN 92108116 CN92108116 CN 92108116 CN 92108116 A CN92108116 A CN 92108116A CN 1026604 C CN1026604 C CN 1026604C
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- template
- constructional column
- brick
- collar tie
- tie beam
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- Expired - Fee Related
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention relates to an instantly pouring construction method for brick mixing structural building construction pillars and ring beams and a device. The method is characterized in that a supporting frame is erected after a wall is built, a precast floorslab is arranged better, and then a pouring process is carried out. The supporting frame is composed of a cross rod and an upright rod, wherein the supporting frame supports a template, and the template support the precast floorslab. The precast floorslab is arranged, and then concrete is poured; thus, a person can stand on a prefabricated slab for construction, and constructional pillars, ring beams, verandas, stairways, kitchens and inserting blocks can be poured in one step. The method has the advantages of safe construction, time saving and material saving, and enhances structure integrity and shock resistance.
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 → colligation 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, and the place 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, the collar tie beam bracing frame;
(3) colligation constructional column, the collar tie beam reinforcing bar;
(4) set up template on the constructional column of the good reinforcing bar of colligation, collar tie beam, 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.
The present invention sets up formwork-support at building wall 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 the vertical rod 2 that is connected with cross bar 1 with fastener 4 and backstay 7 constitute, and wherein cross bar 1 passes body of wall 3, template 5 is supported by cross bar 1, precast floor slab 6 is supported by template 5, and backstay 7 holds out against template 5, contacts to earth in vertical rod 2 bottoms;
(3) colligation constructional column, the collar tie beam reinforcing bar;
(4) on the constructional column of the good reinforcing bar of colligation, collar tie beam, set 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 building with brick-concrete structure constructional column, the 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) colligation constructional column, the collar tie beam reinforcing bar;
(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 levelling is proofreaied and correct;
(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 by being positioned at vertical rod (2) across a certain distance of body of wall (3) both sides phase and cross bar (1) snapping that passes the preformed hole of body of wall (3) relevant position, template (5) is taken and is put the both sides of going up and being attached at body of wall (3) at cross bar (1), template (5) is by backstay (7) location, and backstay (7) is by fastener (4) and vertical connection of cross bar (1).
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 CN1078524A (en) | 1993-11-17 |
| CN1026604C true CN1026604C (en) | 1994-11-16 |
Family
ID=4943239
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 92108116 Expired - Fee Related 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)
| Country | Link |
|---|---|
| CN (1) | CN1026604C (en) |
Families Citing this family (11)
| 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 |
| 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 |
| 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 |
| 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 |
| CN108457402A (en) * | 2017-02-21 | 2018-08-28 | 黄靓 | A kind of concrete structure construction method with assembled masonry filler wall |
| CN108457469A (en) * | 2017-02-21 | 2018-08-28 | 黄靓 | A kind of concrete structure construction method with assembled masonry filler wall |
| CN110439263A (en) * | 2019-06-27 | 2019-11-12 | 远大住宅工业（上海）有限公司 | Site concrete template system and construction method on a kind of dry wall |
| CN113565205B (en) * | 2021-08-24 | 2023-07-25 | 中建四局华南建设有限公司 | One-time pouring forming method for interlayer beam |
| CN115637776B (en) * | 2022-11-15 | 2023-08-29 | 中建三局第一建设工程有限责任公司 | Pavement sandwich structure building and construction method thereof |
-
1992
- 1992-05-04 CN CN 92108116 patent/CN1026604C/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN1078524A (en) | 1993-11-17 |
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| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |