CN113775183A - Assembled adjustable beam steel bar binding bracket for building construction and use method thereof - Google Patents
Assembled adjustable beam steel bar binding bracket for building construction and use method thereof Download PDFInfo
- Publication number
- CN113775183A CN113775183A CN202111221015.7A CN202111221015A CN113775183A CN 113775183 A CN113775183 A CN 113775183A CN 202111221015 A CN202111221015 A CN 202111221015A CN 113775183 A CN113775183 A CN 113775183A
- Authority
- CN
- China
- Prior art keywords
- steel
- phi
- pulley
- assembled adjustable
- channel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Images
Classifications
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/12—Mounting of reinforcing inserts; Prestressing
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/12—Mounting of reinforcing inserts; Prestressing
- E04G21/122—Machines for joining reinforcing bars
- E04G21/123—Wire twisting tools
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses an assembled adjustable beam reinforcement binding bracket for building construction and a using method thereof, and relates to the technical field of building construction. This assembled adjustable roof beam reinforcement support of construction is built in room, including two square steel 80 x 30mm and a steel pipe phi 50, square steel 80 x 30 mm's top is provided with channel-section steel 80mm, reserved hole phi 60 has been seted up at channel-section steel 80 mm's top, steel pipe phi 50 sets up on channel-section steel 80mm through reserved hole phi 60, be provided with the pulley on the steel pipe phi 50 and be located between two channel-section steels 80mm, be provided with the roof beam skeleton through wire rope on the pulley. The assembled adjustable beam reinforcement bracket for building construction and the use method thereof solve the technical and construction problems that a plurality of beam bottom reinforcements cannot be bound due to the inconvenience and difficulty of binding the beams of the underground garage, have simple integral structure, are very convenient to manufacture and use, have low cost, can be used for multiple times, have good stability, are suitable for binding the beam reinforcements of various specifications, and ensure the construction quality and safety.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to an assembled adjustable beam reinforcement binding bracket for building construction and a using method thereof.
Background
In the underground garage girder ligature work progress is built in room, partial roof beam owner muscle diameter is great, the roof beam skeleton is more heavy, the inconvenient ligature of roof beam bottom reinforcing bar after the template installation, leads to the waste of manpower and materials, and the quality can't obtain guaranteeing, the roof beam reinforcement can not appear in place: in concrete pouring and vibrating projects, the positions of reinforcing steel bars are not fixed to cause disordered movement, the positions do not meet the design requirements, the bending resistance of beam members is seriously lost, the reinforcing steel bars move disorderly and are likely to be folded, so that the reinforcing steel bars are not wrapped by enough concrete, the necessary condition that the reinforcing steel bars and the concrete work together cannot be met, and the folded reinforcing steel bars are easy to crack along a seam;
in the above situation, the construction project quality management regulations are violated, and the installation of the steel bars does not conform to GB50666-2011 concrete structure project construction specifications 5.4.7-2. (the intersection points of the beam and the column steel bars must be fully rolled).
In view of the situation, the assembled adjustable beam steel bar binding support is invented according to the actual situation of field construction, the assembled adjustable beam steel bar binding support is simple to operate, convenient to process and easy to use once and for all, enough beam steel bar binding operation space is reserved for placing beam steel bars on the support, construction can be carried out according to requirements strictly, and therefore construction quality and safety are guaranteed.
Disclosure of Invention
Technical problem to be solved
Aiming at the defects of the prior art, the invention provides an assembled adjustable beam reinforcement binding bracket for building construction and a using method thereof, which solve the problems that in the binding construction process of a girder of an underground garage of a building, the diameter of a part of main beam reinforcements is larger, a beam framework is more sunken, and the reinforcement at the bottom of a beam is inconvenient to bind after a template is installed, so that the waste of manpower and material resources is caused, the quality cannot be ensured, and the phenomenon that the reinforcement of the beam is not bound in place can occur: in concrete pouring and vibrating projects, the positions of reinforcing steel bars are moved disorderly due to unfixed positions, the positions are not in accordance with design requirements, the bending resistance of beam members is seriously lost, the reinforcing steel bars move disorderly and are likely to be closed, so that the reinforcing steel bars are not wrapped by enough concrete, the necessary condition that the reinforcing steel bars and the concrete work together cannot be met, and the closed reinforcing steel bars are easy to crack along a seam.
(II) technical scheme
In order to achieve the purpose, the invention is realized by the following technical scheme: the utility model provides a construction assembled adjustable roof beam reinforcement support is built in room, includes two square steel 80 x 30mm and a steel pipe phi 50, square steel 80 x 30 mm's top is provided with channel-section steel 80mm, reserved hole phi 60 has been seted up at channel-section steel 80 mm's top, steel pipe phi 50 sets up on channel-section steel 80mm through reserved hole phi 60, be provided with the pulley on the steel pipe phi 50 and be located between two channel-section steels 80mm, be provided with the roof beam skeleton through wire rope on the pulley.
The use method of the assembled adjustable beam reinforcement bracket for building construction comprises the following steps:
during the preparation, carry out the full welding with square steel 80 x 30mm and channel-section steel 80mm, every limit length is 20cm, as the bottom sprag of channel-section steel 80mm, insert steel pipe phi 50 in the preformed hole of preformed hole phi 60, the pulley is fixed on steel pipe phi 50, falls on the picture pulley with wire rope ligature roof beam skeleton, splices into the construction assembled adjustable roof beam steel bar ligature support of building with this to two building construction assembled adjustable roof beam steel bar ligature supports are a set of, and the size according to the scene roof beam is encrypted and is put. After the frame body is used for binding the reinforcing steel bars, the beam is hung through the pulleys after passing acceptance check;
during construction, firstly, the upper row of reinforcements on the beam framework is fixed by one end of a steel wire rope, an operator lifts the upper row of reinforcements on the beam framework to an operation surface through a manual pulley, the other end of the steel wire rope is fixed on a main keel channel steel 80mm, the reinforcements are arranged in an encrypted manner according to the size of 2-3m of the beam reinforcements to form an integral supporting system of the beam reinforcements, then the beam reinforcements and stirrups are bound, a reinforcement protective layer cushion block is well arranged after the reinforcement is bound, and the operator lifts the steel bar framework in a segmented manner in a template by utilizing the manual pulley.
(III) advantageous effects
The invention provides an assembled adjustable beam reinforcement binding bracket for building construction and a using method thereof. The method has the following beneficial effects:
the assembled adjustable beam reinforcement binding bracket for house construction and the use method thereof solve the technical and construction problems that a plurality of beam bottom reinforcements cannot be bound due to inconvenient binding of the beam reinforcements of the underground garage and high difficulty, and have the advantages of simple integral structure, convenient manufacture and use, low cost, repeated utilization, good stability, suitability for binding of beam reinforcements of various specifications and guarantee of construction quality and safety;
at first main joist channel-section steel welds the formation support with the square steel, arranges according to the framework of steel reinforcement size, and secondly the steel pipe links into an integrated entity through the support that reserves the hole and form, and the pulley hangs in the middle of the steel pipe, during the ligature, only needs the fixed framework of steel wire rope to hoist through the pulley fixedly to realize framework of steel reinforcement's quick ligature. The invention uses a simple and stable method to lift the beam steel bars for binding, thereby ensuring the construction quality.
Drawings
FIG. 1 is a general elevation view of the structure of the present invention;
FIG. 2 is a diagram of a structural brace node of the present invention;
fig. 3 is a working principle diagram of the present invention.
In the figure: 1-channel steel 80 mm; 2-steel pipe phi 50; 3-reserving a hole phi 60; 4-beam skeleton; 5-square steel 80 x 30 mm; 6-pulley.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-3, the present invention provides a technical solution: the utility model provides a construction assembled adjustable roof beam reinforcement support is built in room, includes two square steel 80 x 30mm5 and a steel pipe phi 502, the top of square steel 80 x 30mm5 is provided with channel-section steel 80mm1, reserved hole phi 603 has been seted up at channel-section steel 80mm 1's top, steel pipe phi 502 sets up on channel-section steel 80mm1 through reserved hole phi 603, on the steel pipe phi 502 and be located and be provided with pulley 6 between two channel-section steel 80mm1, be provided with beam skeleton 4 through wire rope on the pulley 6.
The use method of the assembled adjustable beam reinforcement bracket for building construction comprises the following steps:
during the preparation, carry out the full welding with square steel 80 × 30mm5 and channel-section steel 80mm1, every side length is 20cm, as the bottom sprag of channel-section steel 80mm1, insert steel pipe phi 502 in the preformed hole of preformed hole phi 603, pulley 6 is fixed on steel pipe phi 502, fall on picture pulley 6 with wire rope ligature roof beam skeleton 4, splice into the assembled adjustable roof beam reinforcement support of building construction with this, assembled adjustable roof beam reinforcement support of building construction is a set of to two, put according to the size encryption of on-the-spot roof beam. After the frame body is used for binding the reinforcing steel bars, the beam is hung through the pulley 6 after passing acceptance check;
during construction, firstly, the row of steel bars on the beam framework 4 is fixed by one end of a steel wire rope, an operator lifts the row of steel bars on the beam framework 4 to an operating surface through a manual pulley 6, the other end of the steel wire rope is fixed on a main keel channel steel 80mm1, the steel bar is placed in an encrypted mode according to the size of the beam steel bars, an integral supporting system of the beam steel bars is formed, then the beam steel bars and the stirrups are bound, a steel bar protection layer cushion block is well cushioned after the binding of the steel bars is completed, and the operator utilizes the manual pulley to lift the steel bar framework in a segmented mode.
To sum up, the assembled adjustable beam reinforcement bracket for house construction and the use method thereof solve the technical and construction problems that the reinforcement of the beam bottom of the underground garage is inconvenient and difficult to bind, and the reinforcement of the beam bottom can not be bound, and have the advantages of simple integral structure, convenient manufacture and use and low cost. The method has the advantages of repeated utilization, good stability, suitability for binding of beam steel bars of various specifications and guarantee of construction quality and safety;
at first main joist channel-section steel welds the formation support with the square steel, arranges according to the framework of steel reinforcement size, and secondly the steel pipe links into an integrated entity through the support that reserves the hole and form, and the pulley hangs in the middle of the steel pipe, during the ligature, only needs the fixed framework of steel wire rope to hoist through the pulley fixedly to realize framework of steel reinforcement's quick ligature. The invention uses a simple and stable method to lift the beam steel bars for binding, thereby ensuring the construction quality.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (2)
1. The utility model provides a construction assembled adjustable roof beam reinforcement support is built in room, its characterized in that: the steel tube reinforced concrete beam comprises two square steels 80 x 30mm (5) and a steel tube phi 50(2), wherein the top of the square steel 80 x 30mm (5) is provided with a channel steel 80mm (1), the top of the channel steel 80mm (1) is provided with a reserved hole phi 60(3), the steel tube phi 50(2) is arranged on the channel steel 80mm (1) through the reserved hole phi 60(3), a pulley (6) is arranged on the steel tube phi 50(2) and between the two channel steels 80mm (1), and a beam framework (4) is arranged on the pulley (6) through a steel wire rope.
2. The use method of the assembled adjustable beam reinforcement binding bracket for building construction is characterized in that: the assembled adjustable beam reinforcement bracket for house construction according to claim 1, comprises the following specific operations:
during manufacturing, the square steel 80 x 30mm (5) and the channel steel 80mm (1) are fully welded, the length of each side is 20cm, the square steel is used as a bottom support of the channel steel 80mm (1), the steel pipe phi 50(2) is inserted into a reserved hole of the reserved hole phi 60(3), the pulley (6) is fixed on the steel pipe phi 50(2), the steel wire rope binding beam framework (4) falls on the drawing pulley (6), the assembled adjustable beam reinforcement bracket for building construction is spliced, the assembled adjustable beam reinforcement bracket for building construction is formed by combining the two assembled adjustable beam reinforcement brackets, and the assembled adjustable beam reinforcement brackets are arranged in a group according to the size of a field beam in a encrypted mode. After the frame body is used for binding the reinforcing steel bars, the beam is hung through the pulley (6) after passing acceptance check;
during construction, firstly, the upper row of reinforcements on the beam framework (4) are fixed by one end of a steel wire rope, an operator lifts the upper row of reinforcements on the beam framework (4) to an operation surface through a manual pulley (6), the other end of the steel wire rope is fixed on a main keel channel steel 80mm (1), the reinforcements are arranged in an encrypted manner according to the size of a beam reinforcement of 2-3m to form an integral supporting system of the beam reinforcement, then the beam reinforcement and a stirrup are bound, a reinforcement protective layer cushion block is well cushioned after the reinforcement is bound, and the operator lifts the steel bar framework in a segmented manner in a template by utilizing the manual pulley.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202111221015.7A CN113775183A (en) | 2021-10-20 | 2021-10-20 | Assembled adjustable beam steel bar binding bracket for building construction and use method thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202111221015.7A CN113775183A (en) | 2021-10-20 | 2021-10-20 | Assembled adjustable beam steel bar binding bracket for building construction and use method thereof |
Publications (1)
Publication Number | Publication Date |
---|---|
CN113775183A true CN113775183A (en) | 2021-12-10 |
Family
ID=78956522
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202111221015.7A Pending CN113775183A (en) | 2021-10-20 | 2021-10-20 | Assembled adjustable beam steel bar binding bracket for building construction and use method thereof |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN113775183A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114482560A (en) * | 2022-02-23 | 2022-05-13 | 中国建筑第八工程局有限公司 | Beam steel bar binding and mounting method |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102979311A (en) * | 2012-12-06 | 2013-03-20 | 上海中锦建设集团股份有限公司 | Auxiliary device for binding reinforcements of reinforced concrete beam and application thereof |
CN204456908U (en) * | 2015-02-05 | 2015-07-08 | 中国建筑第四工程局有限公司 | A kind of heavy beam equipment |
CN204960342U (en) * | 2015-09-17 | 2016-01-13 | 上海宝冶集团有限公司 | But height -adjusting's roof beam reinforcement supports instrument |
CN205591437U (en) * | 2016-04-26 | 2016-09-21 | 重庆建筑工程职业学院 | Concrete beam reinforcement's auxiliary device |
CN109025315A (en) * | 2018-07-31 | 2018-12-18 | 中国十七冶集团有限公司 | A kind of auxiliary device and its construction method of beam steel bar colligation |
CN109667427A (en) * | 2018-12-29 | 2019-04-23 | 宁波二十冶建设有限公司 | A kind of beam steel bar colligation constructing structure and construction method |
-
2021
- 2021-10-20 CN CN202111221015.7A patent/CN113775183A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102979311A (en) * | 2012-12-06 | 2013-03-20 | 上海中锦建设集团股份有限公司 | Auxiliary device for binding reinforcements of reinforced concrete beam and application thereof |
CN204456908U (en) * | 2015-02-05 | 2015-07-08 | 中国建筑第四工程局有限公司 | A kind of heavy beam equipment |
CN204960342U (en) * | 2015-09-17 | 2016-01-13 | 上海宝冶集团有限公司 | But height -adjusting's roof beam reinforcement supports instrument |
CN205591437U (en) * | 2016-04-26 | 2016-09-21 | 重庆建筑工程职业学院 | Concrete beam reinforcement's auxiliary device |
CN109025315A (en) * | 2018-07-31 | 2018-12-18 | 中国十七冶集团有限公司 | A kind of auxiliary device and its construction method of beam steel bar colligation |
CN109667427A (en) * | 2018-12-29 | 2019-04-23 | 宁波二十冶建设有限公司 | A kind of beam steel bar colligation constructing structure and construction method |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114482560A (en) * | 2022-02-23 | 2022-05-13 | 中国建筑第八工程局有限公司 | Beam steel bar binding and mounting method |
CN114482560B (en) * | 2022-02-23 | 2023-09-01 | 中国建筑第八工程局有限公司 | Beam reinforcement binding and installing method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN105332452B (en) | Cable curtain wall supporting system and its construction method of a kind of top provided with steel truss | |
CN114770706B (en) | Light T-beam prefabrication equipment and prefabrication installation construction method | |
CN109811878A (en) | The shell integrated structure of the cast-in-place coinsiding die of assembled architecture and construction method | |
CN101100902A (en) | Inclined drawing steel truss high-supported formwork structure system and construction method thereof | |
CN109183628A (en) | A kind of ultra-large type variable cross-section Sarasota reinforcing bar component production method | |
CN107514083B (en) | Side-hung reinforced bar concrete composite floor slab structure with shear key and connecting method | |
CN210658968U (en) | Auxiliary fixing framework of frame column node core stirrup cage | |
CN105256948A (en) | Construction method and molding bed of square reinforced concrete pier | |
CN113638304B (en) | Concrete beam type bridge hidden cover beam structure system and construction method thereof | |
CN113775183A (en) | Assembled adjustable beam steel bar binding bracket for building construction and use method thereof | |
CN204920239U (en) | A child die carrier for making square framework of steel reinforcement | |
CN105484165B (en) | Integrated prestress tensioning frame structure and manufacturing and using methods thereof | |
JP2639361B2 (en) | Construction method of steel pipe / concrete composite structure pier | |
CN108277993A (en) | A kind of steel bar truss floor support plate hanging brace device and its assembling production method | |
CN213062403U (en) | Double-sided and two-side haunching structure of large-span post-tensioned prestressed beam node | |
CN207079817U (en) | Special-shaped steel bar, steel bar truss and floor slab formwork hanging construction method system unit | |
CN205369044U (en) | Integration prestressing force stretch -draw frame construction | |
CN213135623U (en) | A rack for welding prefabricated box girder bottom plate web stirrup semi-manufactured goods | |
CN108797350B (en) | Tower column inner and outer stiff skeleton device and construction method thereof | |
CN113431192A (en) | Arc-curved surface end part and construction method thereof, and vault channel and construction method thereof | |
CN111778856A (en) | Construction method of main tower steel bar | |
CN221072298U (en) | Integral binding jig frame for bent cap framework | |
CN204571091U (en) | A kind of expanded metal lath constraint reinforced concrete beam end structure | |
CN218562975U (en) | Overhanging and binding platform attached with hydraulic creeping formwork | |
CN208700464U (en) | A kind of precast beam reinforced bar installation auxiliary device |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
RJ01 | Rejection of invention patent application after publication | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20211210 |