CN104831815A - Beam side embedded part and installation method thereof - Google Patents
Beam side embedded part and installation method thereof Download PDFInfo
- Publication number
- CN104831815A CN104831815A CN201510275581.4A CN201510275581A CN104831815A CN 104831815 A CN104831815 A CN 104831815A CN 201510275581 A CN201510275581 A CN 201510275581A CN 104831815 A CN104831815 A CN 104831815A
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- embedded part
- described embedded
- anchor fluke
- side template
- beam side
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Abstract
The invention provides a beam side embedded part. The beam side embedded part comprises a beam side formwork, two wooden square back battens, an embedded part body, a plurality of embedded part supports, a beam bottom formwork, a plurality of embedded part bent flukes, a plurality of embedded part flukes and a plurality of limiting nails. The two wooden square back battens are arranged on one side of the beam side formwork in a spaced mode. The embedded part body is arranged on the other side of the beam side formwork. Four corner parts of the embedded part body are fixedly connected with the beam side formwork and the wooden square back battens respectively through the limiting nails. One end of each embedded part support is fixedly connected with the side wall of the bottom of the embedded part body. The other end of each embedded part support extends downwards to the beam bottom formwork. The middles of all the bent flukes are bent at 90 degrees. One end of each embedded part bent fluke is fixedly connected with the lower portion of one side face of the embedded part body. One end of each embedded part fluke is fixedly arranged at the upper portion of the side face, away from the beam side formwork, of the embedded part body. According to the beam side embedded part, the load of beam side formwork is reduced, and the installation quality of the beam side formwork is guaranteed. The invention further provides an installation method of the beam side embedded part.
Description
Technical field
The present invention relates to industrial construction field of engineering technology, especially relate to a kind of beam sides embedded part and mounting method thereof.
Background technology
In existing embedded part mounting technique, first mounting rail reinforcing bar, then embedded part is installed, fix embedded part by side template; In industrial construction engineering, because the technique beam sides that needs to be everlasting arranges a large amount of embedded parts, not of uniform size; Because embedded part specification, embedded part anchor fluke spacing are conflicted with beam steel often, the particularly industrial construction of large-scale load, its beam steel is very intensive, and embedded part is installed very difficult, also often occurs installation deviation; And embedded part fixedly mounts usually through construction formwork, because embedded part anchor fluke spacing is different from beam steel spacing, its side template also needs load embedded part weight, and some super large embedded parts, often cause side template load too large, cause installation form to be out of shape, when concreting is vibrated, beam produces distortion, causes embedded part to offset, the serious common quality defect such as embedded.
Summary of the invention
For above-mentioned technical problem, the object of the present invention is to provide a kind of beam sides embedded part, side template load can be alleviated, present invention also offers the mounting method of above-mentioned beam sides embedded part.
The technical solution used in the present invention is:
A kind of beam sides embedded part, comprise side template, two flitch back cords, embedded part, some embedded parts support, beam bottom mother plate, some embedded part bending anchor flukes, some embedded part anchor flukes and some banking pins, the side of described side template is interval with two described flitch back cords, the opposite side of described side template is provided with described embedded part, by some described banking pins, four of described embedded part bights are fixedly connected with described flitch back cord with described side template respectively, one end that some described embedded parts support is fixedly connected with the bottom sidewall of described embedded part, the other end that some described embedded parts support extends downward described beam bottom mother plate respectively, the middle part of some described embedded part bending anchor flukes is all in 90 ° of bendings, one end of some described embedded part bending anchor flukes is fixedly connected with the bottom of the side away from described side template of described embedded part respectively, the other end of described embedded part bending anchor fluke is arranged vertically downward, one end of some described embedded part anchor flukes is fixedly installed on the top of the side away from side template of described embedded part.
Beam sides embedded part of the present invention, wherein, one end away from described embedded part that described embedded part supports extends downward described beam bottom mother plate.
Beam sides embedded part of the present invention, wherein, described embedded part is rectangular steel plates, and described embedded part supports and described embedded part anchor fluke is prepared from by reinforcing bar.
Beam sides embedded part of the present invention, wherein, described embedded part bending anchor fluke is formed by a bending reinforcement.
The mounting method of beam sides embedded part of the present invention, comprises the following steps:
A described embedded part is processed in () first blanking, weld the support of described embedded part, described embedded part bending anchor fluke and described embedded part anchor fluke;
B () arranges described embedded part according to the setting height(from bottom) of described embedded part and supports, bend described embedded part bending anchor fluke, bend in 90 °;
C () installs described beam bottom mother plate and described beam sides template successively;
D () be surveying setting-out in mounted described beam sides template, locate the position of described embedded part;
E (), on the described beam bottom mother plate of described embedded part position, location, places described embedded part;
F described embedded part is fixed on described side template with some described banking pins by ();
(g) mounting rail reinforcing bar;
H () closes all templates of beam, reinforcing;
I () is built, vibrating beam concrete;
(j) concrete curing.
Beneficial effect of the present invention:
Beam sides embedded part of the present invention, supporting and embedded part bending anchor fluke by arranging embedded part, embedded part being installed stressed in beam bottom mother plate, and by spike at the fixing embedded part of installation, reducing side template load, ensure that side template installation quality.
Beam sides embedded part mounting method of the present invention, first construction reinforced bar engineering after installation embedded part, avoids embedded part anchor fluke to conflict with beam steel, cause and install difficulty, implement simple and convenient, construction operation efficiency is high, solve large-scale beam side embedded part and difficulty and common quality defect are installed, improve the construction quality of beam.
Accompanying drawing explanation
Fig. 1 is the structural representation of beam sides embedded part of the present invention;
Fig. 2 is along the A direction view in Fig. 1.
Below in conjunction with specific embodiments and the drawings, the invention will be further described.
Detailed description of the invention
As depicted in figs. 1 and 2, a kind of beam sides embedded part, comprise side template 1, two flitch back cords 2, embedded part 3, some embedded parts support 4, beam bottom mother plate 5, two embedded part bending anchor flukes 6, some embedded part anchor flukes 7 and some banking pins 8, embedded part 3 is rectangular steel plates, the side of side template 1 is interval with two flitch back cords 2, the opposite side of side template 1 is provided with embedded part 3, by some banking pins 8, four of embedded part 3 bights are fixedly connected with flitch back cord 2 with side template 1 respectively, one end of some embedded part supports 4 is fixedly connected with the bottom sidewall of embedded part 3 respectively by welding, the other end of some embedded part supports 4 extends downward beam bottom mother plate 5 respectively, some embedded part supports 4 are parallel to each other and arrange at equal intervals, the middle part of two embedded part bending anchor flukes 6 is all in 90 ° of bendings, embedded part bending anchor fluke 6 is formed by a bending reinforcement, one end of two embedded part bending anchor flukes 6 is fixedly connected with the bottom of the side away from side template 1 of embedded part 3 respectively by welding, the other end of embedded part bending anchor fluke 6 extends to beam bottom mother plate 5 vertically downward, one end of some embedded part anchor flukes 7 is all by being welded and fixed the top of the side away from side template 1 being arranged on embedded part 3, embedded part support 4 and embedded part anchor fluke 7 are prepared from by reinforcing bar.
The mounting method of the present embodiment beam sides embedded part, comprises the following steps:
(a) first blanking processing embedded part 3, welding embedded element support 4, embedded part bending anchor fluke 6 and embedded part anchor fluke 7, arrange the length of the bottom anchor fluke of embedded part bending anchor fluke 6 according to the setting height(from bottom) of embedded part 3;
B () arranges embedded part according to the setting height(from bottom) of embedded part 3 and supports 4, bending embedded part bending anchor fluke 6, bends in 90 °;
C () be mounting rail soffit formwork 5 and beam sides template 1 successively;
D () be surveying setting-out in mounted beam sides template 1, the position of location embedded part 3;
E (), on the beam bottom mother plate 1 of embedded part 3 position, location, places embedded part 3;
F embedded part 3 is fixed on side template 1 with some banking pins 8 by ();
(g) mounting rail reinforcing bar;
H () closes all templates of beam, reinforcing;
I () is built, vibrating beam concrete;
(j) concrete curing.
Above-described embodiment is only be described the preferred embodiment of the present invention; not scope of the present invention is limited; under not departing from the present invention and designing the prerequisite of spirit; the various distortion that those of ordinary skill in the art make technical scheme of the present invention and improvement, all should fall in protection domain that claims of the present invention determines.
Claims (5)
1. a beam sides embedded part, it is characterized in that: comprise side template (1), two flitch back cords (2), embedded part (3), some embedded parts support (4), beam bottom mother plate (5), some embedded parts bending anchor fluke (6), some embedded part anchor flukes (7) and some banking pins (8), the side of described side template (1) is interval with two described flitch back cords (2), the opposite side of described side template (1) is fixed with described embedded part (3), by some described banking pins (8), four bights of described embedded part (3) are fixedly connected with described flitch back cord (2) with described side template (1) respectively, one end that some described embedded parts support (4) is fixedly connected with the bottom sidewall of described embedded part (3), the other end that some described embedded parts support (4) extends downward described beam bottom mother plate (5) respectively, the middle part of some described embedded parts bending anchor fluke (6) is all in 90 ° of bendings, one end of some described embedded parts bending anchor fluke (6) is fixedly connected with the bottom of the side away from described side template (1) of described embedded part (3) respectively, the other end of described embedded part bending anchor fluke (6) is arranged vertically downward, one end of some described embedded part anchor flukes (7) is fixedly installed on the top of the side away from side template (1) of described embedded part (3).
2. beam sides embedded part according to claim 1, is characterized in that: one end away from described embedded part (3) that described embedded part supports extends downward described beam bottom mother plate (5).
3. beam sides embedded part according to claim 1, is characterized in that: described embedded part (3) is rectangular steel plates, and described embedded part supports (4) and described embedded part anchor fluke (7) is prepared from by reinforcing bar.
4. beam sides embedded part according to claim 1, is characterized in that: described embedded part bending anchor fluke (6) is formed by a bending reinforcement.
5. the mounting method of the beam sides embedded part described in claim 1-4 any one, is characterized in that: comprise the following steps:
A described embedded part (3) is processed in () first blanking, weld described embedded part and support (4), described embedded part bending anchor fluke (6) and described embedded part anchor fluke (7);
B () arranges described embedded part according to the setting height(from bottom) of described embedded part (3) and supports (4), bend described embedded part bending anchor fluke (6), bend in 90 °;
C () installs described beam bottom mother plate (5) and described beam sides template (1) successively;
D (), at the upper surveying setting-out of mounted described beam sides template (1), locates the position of described embedded part (3);
E (), on the described beam bottom mother plate (1) of described embedded part (3) position, location, places described embedded part (3);
F described embedded part (3) is fixed on described side template (1) with some described banking pins (8) by ();
(g) mounting rail reinforcing bar;
H () closes all templates of beam, reinforcing;
I () is built, vibrating beam concrete;
(j) concrete curing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510275581.4A CN104831815B (en) | 2015-05-26 | 2015-05-26 | Beam side embedded part and installation method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510275581.4A CN104831815B (en) | 2015-05-26 | 2015-05-26 | Beam side embedded part and installation method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104831815A true CN104831815A (en) | 2015-08-12 |
| CN104831815B CN104831815B (en) | 2017-03-22 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201510275581.4A Active CN104831815B (en) | 2015-05-26 | 2015-05-26 | Beam side embedded part and installation method thereof |
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| CN (1) | CN104831815B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836644A (en) * | 2016-12-26 | 2017-06-13 | 中国化学工程第三建设有限公司 | A kind of method of construction of reinforced column |
| CN107191003A (en) * | 2017-06-30 | 2017-09-22 | 北京首钢建设集团有限公司 | A kind of reinforcement means for being embedded in medium and small embedded part in beams of concrete |
| CN112096096A (en) * | 2020-08-26 | 2020-12-18 | 中国建筑第八工程局有限公司 | Positioning device for embedded steel plate and construction method thereof |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002371724A (en) * | 2001-06-14 | 2002-12-26 | Matsui Construction Co Ltd | Base isolation structure and construction method thereof |
| US20080163581A1 (en) * | 2007-01-08 | 2008-07-10 | Mikey Block, Llc | Structural hanger |
| CN101672038A (en) * | 2009-09-18 | 2010-03-17 | 天津二十冶建设有限公司 | Method for fixing embedded part of large foundation side wall |
| CN102002979A (en) * | 2010-11-16 | 2011-04-06 | 中国一冶集团有限公司 | Method for fixing embedded part by using screw |
| CN102367704A (en) * | 2011-06-27 | 2012-03-07 | 江苏江都建设集团有限公司 | Concrete pouring construction method for steel plate embedded part |
| CN202248286U (en) * | 2011-09-20 | 2012-05-30 | 中国核工业华兴建设有限公司 | Mounting structure of wall body built-in fitting |
| CN202324626U (en) * | 2011-12-08 | 2012-07-11 | 中国建筑第八工程局有限公司 | Simple and light template bracket |
| CN103938759A (en) * | 2014-05-07 | 2014-07-23 | 中国核工业第二二建设有限公司 | Installation limiting device for reinforced concrete shear wall embedded part |
| CN204098231U (en) * | 2014-09-05 | 2015-01-14 | 中冶天工上海十三冶建设有限公司 | A kind of installation of embedded parts frock |
| CN104328919A (en) * | 2014-09-25 | 2015-02-04 | 中国化学工程第三建设有限公司 | Construction method for fixing preburied iron elements |
-
2015
- 2015-05-26 CN CN201510275581.4A patent/CN104831815B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002371724A (en) * | 2001-06-14 | 2002-12-26 | Matsui Construction Co Ltd | Base isolation structure and construction method thereof |
| US20080163581A1 (en) * | 2007-01-08 | 2008-07-10 | Mikey Block, Llc | Structural hanger |
| CN101672038A (en) * | 2009-09-18 | 2010-03-17 | 天津二十冶建设有限公司 | Method for fixing embedded part of large foundation side wall |
| CN102002979A (en) * | 2010-11-16 | 2011-04-06 | 中国一冶集团有限公司 | Method for fixing embedded part by using screw |
| CN102367704A (en) * | 2011-06-27 | 2012-03-07 | 江苏江都建设集团有限公司 | Concrete pouring construction method for steel plate embedded part |
| CN202248286U (en) * | 2011-09-20 | 2012-05-30 | 中国核工业华兴建设有限公司 | Mounting structure of wall body built-in fitting |
| CN202324626U (en) * | 2011-12-08 | 2012-07-11 | 中国建筑第八工程局有限公司 | Simple and light template bracket |
| CN103938759A (en) * | 2014-05-07 | 2014-07-23 | 中国核工业第二二建设有限公司 | Installation limiting device for reinforced concrete shear wall embedded part |
| CN204098231U (en) * | 2014-09-05 | 2015-01-14 | 中冶天工上海十三冶建设有限公司 | A kind of installation of embedded parts frock |
| CN104328919A (en) * | 2014-09-25 | 2015-02-04 | 中国化学工程第三建设有限公司 | Construction method for fixing preburied iron elements |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836644A (en) * | 2016-12-26 | 2017-06-13 | 中国化学工程第三建设有限公司 | A kind of method of construction of reinforced column |
| CN106836644B (en) * | 2016-12-26 | 2019-01-01 | 中国化学工程第三建设有限公司 | A kind of method of construction of reinforced column |
| CN107191003A (en) * | 2017-06-30 | 2017-09-22 | 北京首钢建设集团有限公司 | A kind of reinforcement means for being embedded in medium and small embedded part in beams of concrete |
| CN112096096A (en) * | 2020-08-26 | 2020-12-18 | 中国建筑第八工程局有限公司 | Positioning device for embedded steel plate and construction method thereof |
| CN112096096B (en) * | 2020-08-26 | 2022-01-21 | 中国建筑第八工程局有限公司 | Positioning device for embedded steel plate and construction method thereof |
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| Publication number | Publication date |
|---|---|
| CN104831815B (en) | 2017-03-22 |
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