CN112324153A - A reinforcement auxiliary device for job site - Google Patents
A reinforcement auxiliary device for job site Download PDFInfo
- Publication number
- CN112324153A CN112324153A CN202011219612.1A CN202011219612A CN112324153A CN 112324153 A CN112324153 A CN 112324153A CN 202011219612 A CN202011219612 A CN 202011219612A CN 112324153 A CN112324153 A CN 112324153A
- Authority
- CN
- China
- Prior art keywords
- auxiliary device
- cross arm
- lifting
- reinforcement
- nut
- 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.)
- Withdrawn
Links
- 230000002787 reinforcement Effects 0.000 title claims abstract description 29
- 238000010276 construction Methods 0.000 claims abstract description 17
- 229910000831 Steel Inorganic materials 0.000 claims description 2
- 239000010959 steel Substances 0.000 claims description 2
- 230000003014 reinforcing effect Effects 0.000 claims 4
- 238000000034 method Methods 0.000 abstract description 14
- 239000011150 reinforced concrete Substances 0.000 abstract description 6
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract description 5
- 230000001174 ascending effect Effects 0.000 abstract description 2
- 210000003205 muscle Anatomy 0.000 description 3
- 239000004567 concrete Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000003028 elevating effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
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
- 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 a reinforcement binding auxiliary device for a construction site, which comprises a portal bracket, wherein the portal bracket is connected with a cross arm capable of lifting through a lifting mechanism, and the cross arm is provided with a lifting hook for lifting a beam reinforcement in a sliding manner. The invention adjusts the position of the cross arm by ascending or descending the lifting mechanism, thereby assisting the binding of the reinforcing steel bars, optimizing the construction process of the beam plate part of the existing reinforced concrete structure, improving the field safety of operators and improving the binding process of the reinforcing steel bars.
Description
Technical Field
The invention relates to a reinforcement binding technology, in particular to a reinforcement binding auxiliary device for a construction site, which is used for reducing the reinforcement binding difficulty of the construction site, optimizing the construction process and improving the manufacturing and installation quality of reinforcements, thereby improving the quality of a construction site entity.
Background
The application range of the reinforced concrete structure in civil engineering is very wide, and various engineering structures can be built by reinforced concrete. At present, the general construction process of the beam slab part of the reinforced concrete structure is as follows: the method comprises the steps of plate template support → beam bottom template support → beam reinforcement → beam side template support → plate reinforcement → concrete pouring, and relates to cross-matching operation of multiple kinds of workers such as carpenters, steel bar workers, scaffold workers and the like, and the method is relatively complex in process and relatively high in field management strength.
Disclosure of Invention
The invention provides a reinforcement binding auxiliary device for a construction site, aiming at reducing the phenomenon of cross operation of different work types on the same working surface and reducing the management intensity.
The invention adopts the following technical scheme:
the utility model provides a reinforcement auxiliary device for job site, includes door-shaped support, is connected with the cross arm that can go up and down through elevating system on the door-shaped support, and slidable mounting has the lifting hook that is used for hoisting the beam reinforcement on the cross arm.
Compared with the prior art, the measuring method has the advantages that:
the position of the cross arm is adjusted by the ascending or descending of the lifting mechanism, so that the reinforcement binding is assisted, the construction process of the beam plate part of the existing reinforced concrete structure is optimized, and the existing process is optimized into the support of the beam and the plate template → the binding of the beam reinforcement → the descending of the beam reinforcement → the binding of the plate reinforcement → the pouring of concrete; the requirement of cross operation of the template worker and the reinforcement worker on the same working face is reduced, the management intensity is reduced, the field safety of operators is improved, and the reinforcement binding process is improved.
Preferably, the further technical solution of the present invention is as follows:
the lifting mechanism consists of a screw rod and a nut, the nut is clamped between two cross beams connected with the upright stanchions of the portal bracket, through holes for the screw rod to pass through are respectively arranged on the cross beams, the screw rod passes through the through holes and is connected with the nut through a threaded structure, and the lower end of the screw rod is fixedly connected with the cross arm; the structure is simple and easy to operate.
The two upright posts of the portal bracket are provided with slide rails, and the two ends of the cross arm are provided with slide grooves matched with the slide rails, so that a lead screw for limiting the lifting mechanism moves in the vertical direction, and the lead screw is prevented from rotating along with a nut.
The cross arm bottom is equipped with the slide, and the lifting hook upper end is equipped with the slider with slide complex for through adjusting make the lifting hook be located the upper portion muscle that will hoist and mount directly over.
The lower end of the door-shaped support is connected with the triangular base, so that the gravity center of the door-shaped support is reduced, and the stability of the device is enhanced.
Drawings
FIG. 1 is a front view of a reinforcement bar binding assist device of the present invention;
FIG. 2 is a side view of the reinforcement bar binding assist device of the present invention;
FIG. 3 is a side view of the cross arm of the reinforcement assist assembly in connection with the hook;
description of reference numerals:
a portal frame 1; a lead screw 2; a nut 3; a cross arm 4; a hook 5; a slide rail 6; a slider 7; a triangular base 8.
Detailed Description
The invention will be further described with reference to the accompanying drawings and specific embodiments. It is to be understood that the following description is only for purposes of clearly illustrating the present invention and is not to be taken in a limiting sense.
Referring to fig. 1 to 3, a reinforcement auxiliary device for a construction site is shown, which is composed of a portal bracket 1, a lead screw 2, cross arms 4, a hook 5 and the like, wherein two vertical rods forming the portal bracket 1 are connected through two cross beams, the distance between the cross beams is equal to the thickness of a nut 3, through holes for the lead screw 2 to pass through are arranged at corresponding positions on the two cross beams, and the nut 3 is arranged at the through holes, so that the nut 3 is clamped between the two cross beams; the screw rod 2 penetrates through the through hole to be connected with the nut 3 through threads, and then is connected with the door-shaped support 1, and the nut 3 is limited in position, so that when the nut 3 is rotated, the screw rod 2 is lifted through movement of thread transmission between the screw rod and the nut.
The two upright posts of the portal bracket 1 are provided with slide rails 6, and the two ends of the cross arm 4 are respectively provided with slide grooves matched with the slide rails 6, so that the movement of the screw rod 2 is limited in the vertical direction and is prevented from rotating along with the nut 3; or, the sliding grooves are arranged on the inner sides of the two vertical rods of the door-shaped support 1, and the two ends of the cross arm are embedded into the sliding grooves, so that the same effect can be achieved.
The bottom of cross arm 4 is equipped with a pair of slide, and 5 upper ends of lifting hook are equipped with slide complex slider 7, and slider 7 can slide on the slide, adjusts the interval between lifting hook 5 through slip lifting hook 5 to the interval between the adaptation upper portion muscle makes the lifting hook be located directly over the upper portion muscle.
The lower end of the vertical rod of the door-shaped support 1 is respectively connected with a triangular base 8, and the triangular bases 8 are arranged by taking the vertical rod as a symmetrical central line. The base 6 is provided at the lower portion of the both-side vertical frame to lower the center of the portal frame 1, thereby enhancing the stability of the entire structure.
The use method of the reinforcement bar binding auxiliary device for the construction site comprises the following steps:
firstly, placing a portal bracket 1 above a supported beam template, rotating a nut 3 for adjusting a lead screw 2 to lift the lead screw 2, and lifting a cross arm 4 to a proper position; sliding a pair of lifting hooks 5 on the cross arm 4, wherein the lifting hooks 5 slide to positions right above upper ribs on two sides of the beam, and after the upper ribs are lifted by the lifting hooks 5, beam reinforcing steel bars are bound; after the beam reinforcing steel bars are bound, the nuts 3 are rotated to enable the screw rods 2 to descend, the beam reinforcing steel bars are put down into the erected beam formwork, and the hanging of the lifting hooks 5 on the upper beam is removed.
The reinforcement binding auxiliary device optimizes the construction process of the beam plate part of the existing reinforced concrete structure, reduces the requirement of cross operation of a template worker and a reinforcement worker on the same working surface, eliminates the alternate construction phenomenon of the reinforcement worker and the template worker on the same working surface, reduces the management strength, improves the field safety of operators and improves the reinforcement binding process.
The foregoing is only a preferred embodiment of the present invention. Various modifications and equivalent changes may be made by those skilled in the art without departing from the spirit and scope of the present invention, and such modifications and changes are intended to be included within the scope of the present invention.
Claims (5)
1. The utility model provides a reinforcement auxiliary device for job site, includes door-shaped support, its characterized in that: the door-shaped support is connected with a cross arm capable of lifting through a lifting mechanism, and the cross arm is provided with a lifting hook used for lifting the cross beam steel bars in a sliding manner.
2. The reinforcing bar binding auxiliary device for a construction site according to claim 1, wherein: the lifting mechanism consists of a lead screw and a nut, the nut is clamped between two cross beams connected with the upright rod of the portal bracket, through holes for the lead screw to pass through are respectively arranged on the cross beams, the lead screw passes through the through holes and is connected with the nut through a threaded structure, and the lower end of the lead screw is fixedly connected with the cross arm.
3. The reinforcing bar binding auxiliary device for a construction site according to claim 1, wherein: two upright posts of the door-shaped support are provided with slide rails, and two ends of the cross arm are provided with slide grooves matched with the slide rails.
4. A reinforcing bar binding auxiliary device for a construction site according to any one of claims 1 or 3, wherein: the bottom of the cross arm is provided with a slide way, and the upper end of the lifting hook is provided with a slide block matched with the slide way.
5. The reinforcing bar binding auxiliary device for a construction site according to claim 1, wherein: the lower end of the door-shaped bracket is connected with the triangular base.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011219612.1A CN112324153A (en) | 2020-11-05 | 2020-11-05 | A reinforcement auxiliary device for job site |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011219612.1A CN112324153A (en) | 2020-11-05 | 2020-11-05 | A reinforcement auxiliary device for job site |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112324153A true CN112324153A (en) | 2021-02-05 |
Family
ID=74316175
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011219612.1A Withdrawn CN112324153A (en) | 2020-11-05 | 2020-11-05 | A reinforcement auxiliary device for job site |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112324153A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114714502A (en) * | 2022-05-03 | 2022-07-08 | 山西三建集团有限公司 | Concrete beam steel bar framework support binding and mounting method |
Citations (5)
| 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 |
| 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 |
| CN211647375U (en) * | 2019-12-25 | 2020-10-09 | 河南省第一建筑工程集团有限责任公司 | House construction stirrup binding tool |
| CN211736059U (en) * | 2020-02-11 | 2020-10-23 | 中国建筑第八工程局有限公司 | Temporary support for binding concrete structure beam reinforcing steel bars |
| CN214144786U (en) * | 2020-11-05 | 2021-09-07 | 中国二十二冶集团有限公司 | A reinforcement auxiliary device for job site |
-
2020
- 2020-11-05 CN CN202011219612.1A patent/CN112324153A/en not_active Withdrawn
Patent Citations (5)
| 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 |
| 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 |
| CN211647375U (en) * | 2019-12-25 | 2020-10-09 | 河南省第一建筑工程集团有限责任公司 | House construction stirrup binding tool |
| CN211736059U (en) * | 2020-02-11 | 2020-10-23 | 中国建筑第八工程局有限公司 | Temporary support for binding concrete structure beam reinforcing steel bars |
| CN214144786U (en) * | 2020-11-05 | 2021-09-07 | 中国二十二冶集团有限公司 | A reinforcement auxiliary device for job site |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114714502A (en) * | 2022-05-03 | 2022-07-08 | 山西三建集团有限公司 | Concrete beam steel bar framework support binding and mounting method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107201719B (en) | Viaduct anti-collision wall template hoisting transfer machine and anti-collision wall construction method | |
| CN214144786U (en) | A reinforcement auxiliary device for job site | |
| CN104989111A (en) | Construction method for steel structure high-rise hoisting | |
| CN112324153A (en) | A reinforcement auxiliary device for job site | |
| JP3074765U (en) | Pillar building construction system equipment | |
| CN112482317A (en) | Door slot second-stage concrete self-climbing slip form pouring system and construction method | |
| CN106150105A (en) | A kind of stiffened column installation method | |
| CN101768925B (en) | Mounting equipment of beam falling prevention stopping block and construction method thereof | |
| CN213709210U (en) | Prefabricated bent cap prestressed reinforcement stretch-draw platform | |
| CN216515141U (en) | Novel cantilever construction creeping formwork device | |
| CN212336718U (en) | Climbing formwork scaffold | |
| CN210236845U (en) | Adjustable hanger for component steel reinforcement cage | |
| CN101664963B (en) | Multifunctional operating platform for large-volume prestressed concrete box girder tensioning | |
| CN211545730U (en) | Hoist and mount precast beam positioner | |
| CN113668401A (en) | Hoisting process based on installation and transportation platform on long-span bridge pier | |
| CN210594932U (en) | T beam mold board hoist | |
| CN217461450U (en) | Electric formwork climbing frame | |
| CN215974529U (en) | Prefabricated box girder template hoist device | |
| CN214459665U (en) | A bent cap template dismouting machine for single cylinder mound | |
| CN219032970U (en) | But hanging basket steel suspender continuous adjusting device | |
| CN214885625U (en) | Multi-point prefabricated part mounting platform | |
| CN205294678U (en) | Hoist and mount of instrument formula and uninstallation device of large -scale truss structure | |
| CN209837667U (en) | Can have enough to meet need formula and fall board and hang reinforcing apparatus for mould | |
| CN217498417U (en) | Local hoisting device that changes of hollow slab roof beam | |
| CN219638442U (en) | Building glass curtain wall installs overhead hoist |
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 | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20210205 |
|
| WW01 | Invention patent application withdrawn after publication |