CN113279332A - Attached and assembled type reinforcement binding construction platform and installation method thereof - Google Patents
Attached and assembled type reinforcement binding construction platform and installation method thereof Download PDFInfo
- Publication number
- CN113279332A CN113279332A CN202110523259.4A CN202110523259A CN113279332A CN 113279332 A CN113279332 A CN 113279332A CN 202110523259 A CN202110523259 A CN 202110523259A CN 113279332 A CN113279332 A CN 113279332A
- Authority
- CN
- China
- Prior art keywords
- construction platform
- pedal
- attached
- buckle
- mounting
- 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
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
-
- 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/24—Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons
-
- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/08—Scaffold boards or planks
-
- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/14—Railings
-
- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/14—Railings
- E04G2005/148—Railings latticed or netted
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
An attached and assembled reinforcement binding construction platform and an installation method thereof comprise a plurality of bearing beams, wherein one end of each bearing beam is in clamping fit with a stirrup, the other end of each bearing beam is in clamping fit with a pedal, the pedals are laid in long grooves of the bearing beams, a plurality of short columns are distributed on one sides of the pedals close to the long grooves, hollow square holes are formed in the short columns, installation columns are inserted in the hollow square holes of the short columns, and the installation columns are distributed at the lower ends of guardrail nets; the parts are mostly connected by adopting buckles, so that the parts are convenient to mount, the mounting efficiency is improved, and the mounting time is shortened; meanwhile, the number of the pedals and the guardrail net can be adjusted according to the actual platform building requirements.
Description
Technical Field
The invention belongs to the technical field of construction platforms, and particularly relates to an attached assembled reinforcement binding construction platform and an installation method thereof.
Background
The height of the reinforcing steel bars of the reinforced wall which are bound at one time is 6m, and in actual operation, the reinforcing steel bars exceed 3m for binding and need the assistance of a construction platform. Especially when the mountain bridge, thin wall mound are under construction, it is not convenient to set up the scaffold temporarily, and often insert several planks in the steel reinforcement cage as temporary construction platform in the field construction, but this method is very unsafe and be not convenient for managers to go up to inspect, like application number CN109138395A, the name is a patent of foldable construction platform device, its structural design is reasonable, can fold, convenient to carry, is applicable to underground mine excavation, but is not applicable to the construction environment of reinforcement.
Therefore, an attached and assembled reinforcement binding construction platform and an attachment and assembled reinforcement binding construction method thereof are urgently needed to be designed, wherein the attached and assembled reinforcement binding construction platform is convenient to install, firm in connection, adjustable in size and high in safety.
Disclosure of Invention
The invention aims to overcome the defects in the prior art and provides the attached assembled reinforcement binding construction platform and the installation method thereof, wherein the attached assembled reinforcement binding construction platform is convenient to install, firm in connection, adjustable in size and high in safety.
In order to achieve the above purposes, the technical scheme adopted by the invention is as follows: the utility model provides an adhere to pin-connected panel reinforcement construction platform, includes a plurality of roof beams of accepting, accepts the one end of roof beam and stirrup joint cooperation, accepts the other end and the footboard joint cooperation of roof beam, the footboard is laid in the long recess of accepting the roof beam, and a plurality of short columns have been laid to one side that the footboard is close to long recess, be equipped with hollow square hole in the short column, the erection column plug-in is in the hollow square hole of short column, the lower extreme of guardrail net is laid to the erection column.
As a preferable scheme of the present invention, a male buckle is disposed on one side of the pedal, a female buckle is disposed on one side of the pedal, and adjacent pedals are connected by the male buckle and the female buckle.
As a preferable scheme of the invention, one side of each guardrail net is provided with a mounting buckle, each mounting buckle is U-shaped, and adjacent guardrail nets are connected through the mounting buckles and pin shafts inserted in the mounting buckles.
As a preferred scheme of the invention, the pin shaft comprises a supporting section and a rotating section, and the rotating section rotates towards the direction of the mounting buckle.
According to a preferable scheme of the invention, hook-shaped parts are arranged at two ends of the bearing beam, a limiting plate is arranged in the middle of the bearing beam, a reinforcing rib is arranged on the reverse side of the bearing beam, the hook-shaped parts on one side and the limiting plate form a short groove, and the hook-shaped parts on the other side and the baffle plate form a long groove.
In a preferred embodiment of the present invention, the support beams under the pedals are arranged in pairs, and the number of the short columns above the pedals is 3.
As a preferable scheme of the invention, the supporting parts in the middle of the pedal and the guardrail net are both composed of staggered steel bars.
An installation method of an attached and assembled reinforcement binding construction platform comprises the following steps:
step A, hooking one ends of a plurality of bearing beams into stirrups, and then pulling the other ends of the bearing beams to realize the clamping fit of the bearing beams and the stirrups;
b, paving a pedal in the long groove of the bearing beam;
and step C, after the pedal is laid, inserting mounting columns on the short columns of the pedal in an inserting mode, and correspondingly, mounting the guardrail net on the pedal.
As a preferable scheme of the invention, the method comprises the following steps:
and D, connecting the adjacent pedals through a male buckle and a female buckle.
As a preferable scheme of the invention, the method comprises the following steps:
and E, connecting the adjacent guardrail nets through mounting buckles and pin shafts.
Compared with the prior art, the invention has the beneficial effects that: the supporting parts of the pedal and the guardrail net are designed in a hollow manner, so that the weight is light, and the pedal and the guardrail net are convenient to carry at high altitude and install practically; the parts are connected with each other mostly by adopting buckles, and complex threaded screw connection is avoided, so that the parts are convenient to mount, the mounting efficiency is improved, and the mounting time is shortened; meanwhile, the number of the pedals and the guardrail net can be adjusted according to the actual platform building requirements, and the requirements are further met.
On the other hand, a plurality of bearing beams are arranged below the pedal, so that the stability of the pedal is ensured, and the safety of high-altitude operation personnel is further ensured by the guardrail net arranged on the pedal.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic structural view of the bearing beam of the present invention;
FIG. 3 is a schematic view of the pedal of the present invention;
fig. 4 is a schematic view of the construction of the barrier net of the present invention;
FIG. 5 is a schematic view of the construction of the mounting clip of the present invention;
FIG. 6 is a schematic structural view of a pin of the present invention;
FIG. 7 is a schematic view of the mounting clip and pin connection of the present invention;
reference numbers in the figures: the supporting beam comprises a bearing beam 1, a pedal 2, a guardrail net 3, stirrups 4, a pin shaft 5, a supporting part 6, a long groove 11, a short groove 12, a short column 21, a secondary buckle 22, a female buckle 23, a mounting column 31, a mounting buckle 32, a supporting column 33, a supporting section 51 and a rotating section 52.
Detailed Description
The following describes embodiments of the present invention in detail with reference to the accompanying drawings.
As shown in fig. 1-7, an attached assembly type reinforcement construction platform comprises a plurality of bearing beams 1, wherein one ends of the bearing beams 1 are matched with stirrups 4 in a clamping manner, the other ends of the bearing beams 1 are matched with pedals 2 in a clamping manner, the pedals 2 are laid in long grooves 11 of the bearing beams 1, a plurality of short columns 21 are laid on one sides, close to the long grooves 11, of the pedals 2, hollow square holes are formed in the short columns 21, mounting columns 31 are inserted into the hollow square holes of the short columns 21, and the mounting columns 31 are laid at the lower ends of guardrail nets 3.
Specifically, a plurality of one ends of accepting roof beam 1 and the cooperation of 4 joints of stirrup have realized accepting the fixed of roof beam 1 in the steel reinforcement cage, and with this corresponding, lay footboard 2 in the long recess 11 of accepting roof beam 1, guarantee that the operation personnel can steady operation on this platform, footboard 2 has restricted 2 a plurality of degrees of freedom of footboard with the joint cooperation of long recess 1, avoids footboard 2 to break away from and accepts roof beam 1, has further guaranteed operation personnel's safety. The mounting column 31 is arranged in the short column 21, the length and the width of the inner wall of the short column 21 are both larger than those of the outer wall of the mounting column 31, the mounting column 31 can be drawn out and inserted in the short column 21 to move, the guardrail net 3 is arranged perpendicular to the pedal 2, and the guardrail net 3 is arranged to ensure the safety of operating personnel during high-altitude operation.
A sub-buckle 22 is arranged on one side of the pedal 2, the sub-buckle 22 is in a shape of a sunken groove, and two sub-buckles 22 are symmetrically arranged on the pedal 2; the other side of the pedal 2 is provided with a female buckle 23, the female buckle 23 is in an inverted 7 shape, two female buckles 23 are symmetrically distributed on the pedal 2, the female buckles 23 can be easily clamped into adjacent male buckles 22, and the adjacent pedals 2 are connected through the male buckles 22 and the female buckles 23; one side of the guardrail net 3 is provided with a mounting buckle 32, the mounting buckle 32 is U-shaped, and the adjacent guardrail nets 3 are connected through the mounting buckle 32 and a pin shaft 5 inserted on the mounting buckle 32; the pin shaft 5 comprises a supporting section 51 and a rotating section 52, the supporting section 51 is used for connecting adjacent guardrail nets 3, the rotating section 52 is used for locking the adjacent guardrail nets 3, and when the rotating section 52 is locked, the rotating section 52 rotates towards the direction of the mounting buckle 32 until the mounting buckle 32 abuts against the mounting buckle.
Specifically, install single or a plurality of footboard 2 on the steel reinforcement cage according to actual demand, when installing a plurality of footboards 2, lay a footboard 2 on two receiving roof beams 1, adjacent footboard 2 splices into one through son knot 22, box 23, wherein the erection column 31 of installation guardrail net 3 is inserted to the short column 21 of a footboard 2, go into the erection knot 32 of the guardrail net 3 of having installed again with the support column 33 card of adjacent guardrail net 3, round pin axle 5 passes the through-hole of erection knot 32 in proper order, the supporting part 6 of guardrail net 3, then rotate and support on erection knot 32 mutually, realize the connection of adjacent guardrail net 3.
The both ends of accepting roof beam 1 all are equipped with hook type portion, hook type portion and stirrup 4, footboard 2 have formed the joint, the effect of its bottom sprag has been realized, on the other hand hook type portion has carried on spacingly to stirrup 4, footboard 2, prevent stirrup 4, footboard 2 break away from and accept roof beam 1, it is equipped with the limiting plate to accept 1 middle of the roof beam, the limiting plate has distinguished short recess 12 and the long recess 11 of accepting roof beam 1, the concrete size of footboard 2 has also been confirmed simultaneously, it is equipped with the strengthening rib to accept 1 reverse side of roof beam, the intensity of accepting roof beam 1 has been strengthened.
The supporting beams 1 below the pedal 2 are arranged in pairs, the supporting beams 1 arranged in pairs ensure the stability of the pedal 2, and the short columns 21 above the pedal 2 are 3 in number, so that the pedal 2 can stably support the guardrail net 3.
The supporting part 6 in the middle of footboard 2, guardrail net 3 comprises crisscross reinforcing bar, and the fretwork design of supporting part 6 has reduced construction platform's whole weight, has alleviateed the degree of difficulty that the workman built in the high altitude, and simultaneously, 6 fretwork designs of supporting part of guardrail net 3 have ensured that the installation is detained 32 and round pin axle 5 is installed smoothly, guarantee that adjacent guardrail net 3 is firm to be connected.
Specifically install an attached assembling type reinforcement construction platform:
step A, hooking one ends of a plurality of bearing beams 1 into stirrups 4, and then pulling the other ends of the bearing beams 1 to realize the clamping fit of the bearing beams 1 and the stirrups 4;
step B, paving a pedal 2 in the long groove 11 of the bearing beam 1;
and step C, after the pedal 2 is laid, inserting the mounting post 31 on the short post 21 of the pedal 2, and correspondingly, finishing the mounting of the guardrail net 3 on the pedal 2.
When installing a plurality of steps 2 and guardrail net 3, add the following steps:
and D, connecting the adjacent pedals 2 through the male buckle 22 and the female buckle 23.
And E, connecting the adjacent guardrail nets 3 through the mounting buckles 32 and the pin shafts 5.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention; thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Although the reference numerals in the figures are used more here: the terms of the bearing beam 1, the pedal 2, the guardrail net 3, the stirrup 4, the pin shaft 5, the supporting part 6, the long groove 11, the short groove 12, the short column 21, the secondary buckle 22, the female buckle 23, the mounting column 31, the mounting buckle 32, the supporting section 51, the rotating section 52 and the like do not exclude the possibility of using other terms; these terms are used merely to more conveniently describe and explain the nature of the present invention; they are to be construed as being without limitation to any additional limitations that may be imposed by the spirit of the present invention.
Claims (10)
1. The utility model provides an adhere to pin-connected panel reinforcement construction platform which characterized in that: including a plurality of roof beams of accepting (1), the one end of accepting roof beam (1) cooperates with stirrup (4) joint, and the other end of accepting roof beam (1) cooperates with footboard (2) joint, footboard (2) are laid in long recess (11) of accepting roof beam (1), and a plurality of short columns (21) have been laid to footboard (2) one side that is close to long recess (11), be equipped with hollow square hole in short column (21), erection column (31) are pegged graft in the hollow square hole of short column (21), the lower extreme of guardrail net (3) has been laid in erection column (31).
2. The attached assembled reinforcement binding construction platform of claim 1, wherein: a sub-buckle (22) is arranged on one side of each pedal (2), a female buckle (23) is arranged on the other side of each pedal (2), and the adjacent pedals (2) are connected through the sub-buckles (22) and the female buckles (23).
3. The attached assembled reinforcement binding construction platform of claim 1, wherein: one side of the guardrail net (3) is provided with an installation buckle (32), the installation buckle (32) is U-shaped, and the adjacent guardrail nets (3) are connected through the installation buckle (32) and a pin shaft (5) inserted on the installation buckle (32).
4. The attached and assembled reinforcement binding construction platform according to claim 3, wherein: the pin shaft (5) comprises a supporting section (51) and a rotating section (52), and the rotating section (52) rotates towards the direction of the mounting buckle (32).
5. The attached assembled reinforcement binding construction platform of claim 1, wherein: the two ends of the bearing beam (1) are provided with hook-shaped parts, the middle of the bearing beam is provided with a limiting plate, the reverse side of the bearing beam is provided with a reinforcing rib, one side of the hook-shaped part and the limiting plate form a short groove (12), and the other side of the hook-shaped part and the baffle plate form a long groove (11).
6. The attached assembled reinforcement binding construction platform of claim 1, wherein: the bearing beams (1) below the pedals (2) are distributed in pairs, and the number of the short columns (21) above the pedals (2) is 3.
7. The attached and assembled reinforcement binding construction platform according to claim 6, wherein: the supporting parts (6) in the middle of the pedal (2) and the guardrail net (3) are composed of staggered steel bars.
8. The installation method of the attached and assembled reinforcement construction platform according to claims 1 to 7, characterized in that: the method comprises the following steps:
step A, hooking one ends of a plurality of bearing beams (1) into stirrups (4), and pulling the other ends of the bearing beams (1) to realize the clamping matching of the bearing beams (1) and the stirrups (4);
b, paving a pedal (2) in the long groove (11) of the bearing beam (1);
and step C, after the pedal (2) is laid, inserting mounting columns (31) on the short columns (21) of the pedal (2), and correspondingly, mounting the guardrail net (3) on the pedal (2).
9. The installation method of the attached and assembled reinforcement construction platform according to claim 8, wherein:
the method comprises the following steps:
and D, connecting the adjacent pedals (2) through a sub-button (22) and a female button (23).
10. The installation method of the attached and assembled reinforcement construction platform according to claim 9, wherein: the method comprises the following steps:
and E, connecting the adjacent guardrail nets (3) through the mounting buckles (32) and the pin shafts (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110523259.4A CN113279332A (en) | 2021-05-13 | 2021-05-13 | Attached and assembled type reinforcement binding construction platform and installation method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110523259.4A CN113279332A (en) | 2021-05-13 | 2021-05-13 | Attached and assembled type reinforcement binding construction platform and installation method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN113279332A true CN113279332A (en) | 2021-08-20 |
Family
ID=77278827
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110523259.4A Pending CN113279332A (en) | 2021-05-13 | 2021-05-13 | Attached and assembled type reinforcement binding construction platform and installation method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113279332A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN206143633U (en) * | 2016-09-28 | 2017-05-03 | 中交第二航务工程局有限公司 | Ligature platform of simple and easy high mound steel reinforcement cage |
| KR20180028216A (en) * | 2016-09-08 | 2018-03-16 | 김종희 | Checking way of Bridge |
| CN209798542U (en) * | 2018-12-06 | 2019-12-17 | 广东腾盛模架科技有限公司 | safety construction assembled bent cap operation platform |
| CN210341645U (en) * | 2019-01-23 | 2020-04-17 | 广东腾盛模架科技有限公司 | Safe operation annular construction platform convenient to accomodate |
| CN210944613U (en) * | 2019-11-27 | 2020-07-07 | 浙江交工集团股份有限公司 | Tower crane attaches wall operation platform |
| CN211286928U (en) * | 2019-12-01 | 2020-08-18 | 曹成果 | Rail is used in town road construction |
-
2021
- 2021-05-13 CN CN202110523259.4A patent/CN113279332A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20180028216A (en) * | 2016-09-08 | 2018-03-16 | 김종희 | Checking way of Bridge |
| CN206143633U (en) * | 2016-09-28 | 2017-05-03 | 中交第二航务工程局有限公司 | Ligature platform of simple and easy high mound steel reinforcement cage |
| CN209798542U (en) * | 2018-12-06 | 2019-12-17 | 广东腾盛模架科技有限公司 | safety construction assembled bent cap operation platform |
| CN210341645U (en) * | 2019-01-23 | 2020-04-17 | 广东腾盛模架科技有限公司 | Safe operation annular construction platform convenient to accomodate |
| CN210944613U (en) * | 2019-11-27 | 2020-07-07 | 浙江交工集团股份有限公司 | Tower crane attaches wall operation platform |
| CN211286928U (en) * | 2019-12-01 | 2020-08-18 | 曹成果 | Rail is used in town road construction |
Non-Patent Citations (2)
| Title |
|---|
| 中国海军百科全书编审委员会: "《中国海军百科全书》", 31 December 1998 * |
| 张燕娜: "《塔式起重机安装拆卸工》", 31 January 2019 * |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US11680401B2 (en) | Precast wall panels and method of erecting a high-rise building using the panels | |
| EP2649257B1 (en) | Pivoting horizontal and vertical scaffold members and a method of erecting an offset scaffold platform | |
| US8074414B2 (en) | Precast wall panels and method of erecting a high-rise building using the panels | |
| US20160319534A1 (en) | Reversible module co-ordination system for buildings | |
| CN105971274A (en) | Cantilever support frame formwork system and construction method thereof | |
| KR102334512B1 (en) | Stair modules which co-operate to form a temporary staircase | |
| US9388589B2 (en) | Work platform system including suspended paneled portion and method of implementing same | |
| JP5097313B2 (en) | Suspended scaffold and its installation method | |
| EP2354375A1 (en) | A scaffolding system | |
| JP2006502330A (en) | Methods and apparatus for precast and framed block element structures | |
| KR102224339B1 (en) | Work platform system including suspended paneled portion and method of implementing same | |
| US20220325539A1 (en) | Connecting component | |
| CN115030046A (en) | Hydraulic creeping formwork for hollow thin-wall pier and construction method thereof | |
| CN113279332A (en) | Attached and assembled type reinforcement binding construction platform and installation method thereof | |
| CN110983981B (en) | Supporting method for assembled building template | |
| JP5152768B2 (en) | Roof structure for temporary scaffold and method for assembling structure using the same | |
| CN1472410A (en) | Integral casting constructing method and template assembly thereof | |
| KR101913668B1 (en) | A prefabricated scaffolding device which can work aheat power plant | |
| CA1216728A (en) | Dismountable framework | |
| RU62622U1 (en) | REINFORCED REINFORCED CONCRETE STRUCTURE OF A MULTI-STOREY BUILDING, FRAMEWORK CONSTRUCTION OF A FRAME, INTERIOR ELEMENT | |
| WO2014189539A1 (en) | Work platform system including suspended paneled portion and method of implementing same | |
| JP4711816B2 (en) | Reinforcement method for additional beams and floor panels | |
| KR200251745Y1 (en) | Horizontal safety nets equipment | |
| CN217151295U (en) | Can have enough to meet need formula platform of unloading | |
| CN212295392U (en) | Assembled PC stair |
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 |