CN113445736A - Closed template reinforcing tool for cast-in-place beam - Google Patents
Closed template reinforcing tool for cast-in-place beam Download PDFInfo
- Publication number
- CN113445736A CN113445736A CN202110689950.XA CN202110689950A CN113445736A CN 113445736 A CN113445736 A CN 113445736A CN 202110689950 A CN202110689950 A CN 202110689950A CN 113445736 A CN113445736 A CN 113445736A
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- Prior art keywords
- tool
- reinforcing
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- width
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a cast-in-place beam closed type template reinforcing tool, which is characterized in that a supporting diagonal rod is welded between beam side reinforcing systems, a beam bottom reinforcing rod piece after wire turning is welded by the beam side reinforcing systems, a screwed template is screwed in through sleeve connection, the bottom of a beam and a beam side template are reinforced, the width of the width tool can be freely adjusted according to requirements, and the width tool can be repeatedly put into use, so that the construction of a cast-in-place beam is greatly facilitated, and the beam side reinforcing systems are welded by the supporting diagonal rods, so that the cast-in-place beam template is more stable.
Description
Technical Field
The invention relates to a reinforcing tool for a closed template of a cast-in-place beam, belonging to the technical field of construction of building structure engineering.
Background
Along with the continuous increase of national economy, the drive productivity is continuously promoted, the demand for buildings is increased, and the problems that how to improve the economic benefit, how to make the construction more convenient and how to shorten the construction period are thought by people in building construction are solved.
Disclosure of Invention
The reinforcing tool for the cast-in-place beam closed formwork can be recycled, is convenient to construct, and can effectively save labor force, so that the defects in the prior art are overcome.
The invention overcomes the technical problems by adopting the following technical scheme, and specifically comprises the following steps:
a cast-in-place beam closed type template reinforcing tool is characterized in that supporting inclined rods are welded between beam side reinforcing systems, beam bottom reinforcing rod pieces are welded by the beam side reinforcing systems after wires are turned, sleeve sleeves are used for connecting screwed templates, and the bottom of each beam and the side templates of the beams are reinforced, so that the templates are more stable during cast-in-place beams.
The support diagonal rods are welded between the support keels, and a square steel is welded between two mutually perpendicular square steels to form a right-angled triangle beam side reinforcing system.
The beam bottom reinforcing rod after the beam side reinforcing system is welded with the threads is formed by welding round steel at the right angle of the beam side reinforcing system after the round steel is subjected to thread turning corresponding to the thread turning, so that the round steel and one side of the beam side reinforcing system form a straight line.
The sleeve is connected with the screwing template, two sides of the sleeve are screwed into the round steel wire heads on two sides, and the beam template is clamped by controlling the screwing scale.
By adopting the scheme, the round steel after threading is welded on the supporting keel, the width of a width tool can be freely adjusted according to requirements, and the round steel can be repeatedly put into use, so that the construction of the cast-in-place beam is greatly facilitated, and the beam side reinforcing system is welded by the supporting diagonal rods, so that the cast-in-place beam template is more stable.
Drawings
The accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention and together with the description serve to explain the principles of the invention and not to limit the invention. In the drawings:
FIG. 1 is a schematic view of a closed form reinforcing tool for a cast-in-place beam according to the present invention;
description of reference numerals: (1) the beam bottom reinforcing structure comprises supporting diagonal rods, (2) a beam side reinforcing system, (3) wood purlin, (4) beam side molds, (5) beams, (6) beam bottom molds, (7) sleeves and (8) beam bottom reinforcing rod pieces.
Detailed Description
To facilitate an understanding of the invention, the invention will now be described more fully with reference to the accompanying drawings. Preferred embodiments of the present invention are shown in the drawings. This invention may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete.
In addition, an element of the present invention may be said to be "fixed" or "disposed" to another element, either directly on the other element or with intervening elements present. When an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may also be present. The terms "vertical," "horizontal," "left," "right," and the like as used herein are for illustrative purposes only and do not represent the only embodiments.
Referring to fig. 1, an embodiment of the present invention: the utility model provides a closed template reinforcement instrument of cast-in-place roof beam, the instrument width can be adjusted according to required beam width, the instrument both sides use the square steel to make roof beam side reinforcement system 2, set up between the reinforcement member and support down tube 1, the roof beam bottom reinforcement member 8 behind the welding car silk of roof beam side reinforcement system 2 bottom uses sleeve 7 two-way precession to make roof beam bottom reinforcement member 8 to roof beam template width fixing tool.
This instrument width can be according to the wide free adjustment of roof beam, circulated repetitious usage increases economic benefits, and the mould side adopts support down tube 1 and 2 fixed beam side moulds of roof beam side reinforcement system, can consolidate roof beam bottom, roof beam side mould and make whole support system more stable, and the roof beam bottom after 2 welding car silks of roof beam side reinforcement system consolidates member 8, connects with sleeve 7, and the yardstick of precession freely adjusts according to the size of roof beam, it is helicitic texture for the outward appearance to consolidate member 8, sleeve 7 is inside to set up internal thread structure.
The construction of this embodiment is carried out as follows:
step one, assembling a cast-in-place beam closed type template reinforcing tool.
And step two, processing the wood purlin to connect the wood purlin with the beam side die and the beam bottom die.
And step three, putting the beam template with the processed points into a cast-in-place beam template reinforcing tool, and screwing the screw heads on the two sides into the cast-in-place beam width by using the sleeve.
Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that various changes in the embodiments and/or modifications of the invention can be made, and equivalents and modifications of some features of the invention can be made without departing from the spirit and scope of the invention.
Claims (4)
1. The utility model provides a closed template reinforcing tool of cast-in-place roof beam which characterized in that: the width of the tool can be adjusted according to the required beam width, the two sides of the tool are provided with square steel beam side reinforcing systems (2), supporting inclined rods (1) are arranged among the reinforcing rod pieces, the bottom of the beam side reinforcing systems (2) is welded with the beam bottom reinforcing rod pieces (8) after wires are turned, and the sleeves (7) are used for bidirectionally screwing the beam bottom reinforcing rod pieces (8) to the beam template width fixing tool.
2. The closed formwork reinforcing tool for the cast-in-place beam according to claim 1, wherein: the width of the tool can be freely adjusted according to the width of the beam, and the tool can be recycled for multiple times, so that the economic benefit is increased.
3. The closed formwork reinforcing tool for the cast-in-place beam according to claim 1, wherein: the side face of the die is provided with the supporting inclined rod (1) and the beam side reinforcing system (2) to fix the beam side die, and the bottom of the beam and the beam side die can be reinforced to enable the whole supporting system to be more stable.
4. The closed formwork reinforcing tool for the cast-in-place beam according to claim 1, wherein: the beam bottom reinforcing rod piece (8) is connected by a sleeve (7) after the beam side reinforcing system (2) is welded with the turning threads, the screwing scale is freely adjusted according to the size of the beam, the beam bottom reinforcing rod piece (8) is of a threaded structure on the outer surface, and an internal thread structure is arranged inside the sleeve (7).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202110689950.XA CN113445736A (en) | 2021-06-21 | 2021-06-21 | Closed template reinforcing tool for cast-in-place beam |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202110689950.XA CN113445736A (en) | 2021-06-21 | 2021-06-21 | Closed template reinforcing tool for cast-in-place beam |
Publications (1)
Publication Number | Publication Date |
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CN113445736A true CN113445736A (en) | 2021-09-28 |
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN202110689950.XA Pending CN113445736A (en) | 2021-06-21 | 2021-06-21 | Closed template reinforcing tool for cast-in-place beam |
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Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB894369A (en) * | 1959-11-06 | 1962-04-18 | Audens Ltd | A clamping device for use in the erection of temporary shuttering in building construction |
CN202324614U (en) * | 2011-11-30 | 2012-07-11 | 中国建筑第六工程局有限公司 | Lead screw connected bidirectional variable tool type ground beam clamp |
CN203640277U (en) * | 2013-12-12 | 2014-06-11 | 中国华冶科工集团有限公司 | Girder template clamping and fixing device |
CN205976483U (en) * | 2016-08-03 | 2017-02-22 | 中国建筑第八工程局有限公司 | Instrument is consolidated to turnover formula beam side die board |
CN108035540A (en) * | 2017-12-28 | 2018-05-15 | 上海建工二建集团有限公司 | A kind of heavy in section steel reinforced concrete Cast-in-situ Beam new type formwork fixture and construction method |
-
2021
- 2021-06-21 CN CN202110689950.XA patent/CN113445736A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB894369A (en) * | 1959-11-06 | 1962-04-18 | Audens Ltd | A clamping device for use in the erection of temporary shuttering in building construction |
CN202324614U (en) * | 2011-11-30 | 2012-07-11 | 中国建筑第六工程局有限公司 | Lead screw connected bidirectional variable tool type ground beam clamp |
CN203640277U (en) * | 2013-12-12 | 2014-06-11 | 中国华冶科工集团有限公司 | Girder template clamping and fixing device |
CN205976483U (en) * | 2016-08-03 | 2017-02-22 | 中国建筑第八工程局有限公司 | Instrument is consolidated to turnover formula beam side die board |
CN108035540A (en) * | 2017-12-28 | 2018-05-15 | 上海建工二建集团有限公司 | A kind of heavy in section steel reinforced concrete Cast-in-situ Beam new type formwork fixture and construction method |
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Application publication date: 20210928 |