CN217175812U - External binding forming auxiliary device for large-section cast-in-situ beam steel bar mold - Google Patents
External binding forming auxiliary device for large-section cast-in-situ beam steel bar mold Download PDFInfo
- Publication number
- CN217175812U CN217175812U CN202122991731.5U CN202122991731U CN217175812U CN 217175812 U CN217175812 U CN 217175812U CN 202122991731 U CN202122991731 U CN 202122991731U CN 217175812 U CN217175812 U CN 217175812U
- Authority
- CN
- China
- Prior art keywords
- auxiliary device
- lifting
- steel bar
- place
- support
- 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.)
- Active
Links
Images
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention provides an external binding and forming auxiliary device for a large-section cast-in-place beam reinforcing steel bar mold, which comprises a support for hoisting and putting down, wherein the support is used for hoisting or putting down a beam reinforcing cage formed by binding beam reinforcing steel bars; the lifting appliance is arranged below the lifting bracket, the lower end of the lifting appliance is connected with the beam steel reinforcement cage, and the lifting appliance is used for lifting the beam steel reinforcement cage; and the supporting cover plate is used for supporting the beam steel bars above the beam plate wood formwork. The beneficial effects of the utility model are that solved the reinforcing bar roof beam ligature nonstandard of current prior art, take place the safety problem easily when transferring to and lead to the reinforcing bar to lead to the template to produce because of the collision and collide with damaged or reinforcing bar bending deformation's problem, can utilize the support apron of site material preparation and hang to put and realize the outer ligature of mould and the safe transfer mould of roof beam reinforcing bar with the support, increased construction safety nature, improve the efficiency of construction, guarantee the construction effect.
Description
Technical Field
The utility model belongs to the technical field of the construction, especially, relate to an outer ligature shaping auxiliary device of cast-in-place roof beam steel bar mould in big cross-section.
Background
With the increasing of high-rise and super high-rise houses, in order to meet the requirement of bearing capacity, the cross sections of beams and plates are also continuously enlarged in the aspect of design, large-section beams are normalized gradually, and the method for manufacturing the steel bars is complex and dense, so that the operation is difficult in construction. Especially, after the formwork is erected, it is difficult to perform reinforcement binding operation in the formwork in a standard manner.
In order to solve the problem, the method for solving the problems at present in most projects is to perform beam body steel bar binding operation above corresponding templates in advance in the construction process, temporarily support main bars above beam steel bars by using tools such as battens and the like, remove supports after the whole beam steel bars are bound, and put down the beam steel bars by using multiple manpower.
Therefore, based on above demand, the utility model provides an outer ligature shaping auxiliary device of cast-in-place roof beam steel bar mould in large-section, can utilize the support apron of field material preparation and hang to put and realize the outer ligature of mould and the safe transfer mould of beam reinforcement with the support, the reinforcing bar roof beam ligature that exists among the prior art is not standard has been solved, take place the safety problem easily when transferring, and lead to the reinforcing bar to produce the quality problems who collides with damage or reinforcing bar bending deformation because of the collision leads to the template, construction safety has been increased, the efficiency of construction is improved, guarantee the construction effect.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the bar reinforcement binding nonstandard of present prior art who proposes in the above-mentioned background art, take place safety problem easily when transferring, and lead to the reinforcing bar to lead to the template to produce the problem of colliding with damage or reinforcing bar bending deformation because of the collision, a cast-in-place roof beam steel bar mould outer ligature shaping auxiliary device in large cross-section is provided, can utilize the supporting cover plate of site material preparation and hang and put the mould outer ligature and the safe transfer mould of realizing the beam reinforcing bar with the support, the bar reinforcement binding nonstandard that exists among the prior art has been solved, take place safety problem easily when transferring, and lead to the reinforcing bar to lead to the template to produce the quality problems of colliding with damage or reinforcing bar bending deformation because of the collision, construction safety has been increased, construction efficiency is improved, guarantee construction effect.
In order to solve the technical problem, the utility model discloses a technical scheme is:
the utility model provides an outer ligature shaping auxiliary device of cast-in-place roof beam steel bar mould in big cross-section, includes:
the lifting support is used for lifting or putting down a beam reinforcement cage formed by binding the beam reinforcements;
the lifting appliance is arranged below the lifting support, and the lower end of the lifting appliance is connected with the beam reinforcement cage and used for lifting the beam reinforcement cage;
and the supporting cover plate is placed above the beam plate wood formwork and used for supporting the beam steel bars.
Further, the hanging bracket includes:
a cross bar;
the side supports are arranged at two ends of the cross rod, connected with the cross rod and used for supporting;
and the hanging holes are arranged on the cross rod and used for bearing the lifting ropes.
Further, the side brackets are triangular.
Further, the lifting appliance is a manual hoist lifting appliance.
Further, the length of the supporting cover plate is larger than the width of the beam plate wood pattern.
Furthermore, the supporting cover plate is characterized by further comprising a plurality of reinforcing strips, wherein the reinforcing strips are arranged on the bottom surface of the supporting cover plate and used for reinforcing the supporting cover plate.
Further, still include the protection cushion, the protection cushion set up in beam slab wood pattern bottom, the protection cushion is used for protecting beam slab wood pattern is more stable.
Compared with the prior art, the utility model has the advantages and positive effect be: the utility model discloses a big cast-in-place roof beam steel bar mould outer ligature shaping auxiliary device of cross-section, can utilize the support apron of site materials preparation and hang to put and realize the outer ligature of mould and the safe transfer mould of beam reinforcement with the support, the reinforced bar roof beam ligature that exists among the prior art is not standard has been solved, take place the safety problem easily when transferring, and lead to the reinforcing bar to lead to the template to produce the quality problems who collides with damage or reinforcing bar bending deformation because of the collision, construction safety has been increased, construction efficiency is improved, the construction effect is guaranteed.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without inventive exercise.
Fig. 1 is a schematic construction view of an external binding molding auxiliary device for a large-section cast-in-place beam steel bar mold according to an embodiment of the present invention;
fig. 2 is a schematic structural view of a hanging bracket of an external binding molding auxiliary device for a large-section cast-in-place beam steel bar mold according to an embodiment of the present invention;
fig. 3 is a structural schematic diagram of the utility model discloses an outer ligature shaping auxiliary device's of cast-in-place roof beam steel bar mould of large cross-section support apron.
In the figure:
1-hanging bracket 2-hanger 3-supporting cover plate 11-cross bar 12-side bracket 13-hanging hole 4-beam reinforcement cage 5-beam plate wood mold 31-reinforcing bar 6-protective cushion block
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention will be described in detail with reference to the accompanying drawings. It should be understood that the description is intended to be illustrative only and is not intended to limit the scope of the present invention. Moreover, in the following description, descriptions of well-known structures and techniques are omitted so as to not unnecessarily obscure the concepts of the present invention.
Referring to fig. 1-3, an embodiment of the present invention provides an external binding molding auxiliary device for a large-cross-section cast-in-place beam steel bar mold, including:
the lifting support 1 is used for lifting or putting down a beam reinforcement cage 4 formed by binding beam reinforcements;
the lifting appliance 2 is arranged below the lifting support 1, and the lower end of the lifting appliance 2 is connected with the beam reinforcement cage 4 and is used for lifting the beam reinforcement cage 4;
and the supporting cover plate 3 is used for being placed above the beam plate wood formwork 5 and used for supporting beam steel bars.
Specifically, the hanging bracket 1 includes:
a cross bar 11;
the side supports 12 are arranged at two ends of the cross rod 11, and the side supports 12 are connected with the cross rod 11 and used for supporting;
and the hanging holes 13 are formed in the cross rod 11, and the hanging holes 13 are used for bearing the lifting ropes.
Preferably, the side brackets 12 are triangular. For enhancing the stability of the hanging bracket 1.
Preferably, the spreader 12 is a manual hoist spreader.
Specifically, the length of the support cover 3 is greater than the width of the beam slab wood pattern 5. The supporting cover plate 3 can be covered on the beam plate wood formwork 5, and the supporting cover plate 3 is prevented from falling due to insufficient length and losing the supporting effect.
Preferably, a plurality of reinforcing strips 31 are further included, the reinforcing strips 31 are disposed on the bottom surface of the supporting cover plate 3, and the reinforcing strips 31 are used for reinforcing the supporting cover plate 3.
Specifically, still include protection cushion 6, protection cushion 6 sets up in 5 bottoms on roof beam board wooden model, and protection cushion 6 is used for protecting roof beam board wooden model 5 more stable.
The use method of the large-section cast-in-place beam steel bar mold external binding forming auxiliary device comprises the following steps:
placing a protective cushion block 6 at the bottom of the beam plate wood mold 5;
placing the supporting cover plate 3 above the beam plate wood formwork 5;
finishing the binding and forming operation of the beam reinforcing steel bars on the supporting cover plate 3, and binding the beam reinforcing steel bars into a beam reinforcing cage 4;
arranging a support 1 for hoisting and a lifting appliance 2 above the beam reinforcement cage 4, lifting the beam reinforcement cage 4 and then standing;
and (5) removing the supporting cover plate 3, and putting the beam reinforcement cage 4 to the bottom of the beam slab wood formwork 5 to complete construction.
Specifically, before the construction, will prop up the beam slab wood pattern 5 that finishes and clear up the back, place protection cushion 6 in beam slab wood pattern 5 bottom, specifically, can place a plurality of protection cushion 6 according to the user demand to the interval is placed, and protection cushion 6 is preferably rectangular shape, is convenient for make and place.
Then, a supporting cover plate 3 is placed above the beam plate wood formwork 5, the supporting cover plate 3 can be manufactured by using waste formworks and battens on a construction site, reinforcing strips 31 can be arranged below the supporting cover plate 3 in consideration of firmness, and a certain distance is formed between the reinforcing strips 31; the length of the supporting cover plate 3 is larger than the width of the beam plate wood pattern 5, so that the supporting cover plate 3 can be fully paved right above the beam plate wood pattern 5.
And then finishing the binding forming operation and finishing of the beam steel bars on the supporting cover plate 3.
Then set up above the roof beam steel reinforcement cage 4 that finishes making and hang and put and use support 1 and hoist 2, hang and put and use support 1 and can use the angle bar to make, arrange a plurality of according to the length of roof beam according to the demand interval and hang and put and use support 1, every hangs and puts and is transversely strideing roof beam steel reinforcement cage 4 with support 1, directly over roof beam steel reinforcement cage 4, every hangs puts and uses support 1 configuration hoist 2, arranges the back, and a plurality of hoist 2 stews after mentioning roof beam steel reinforcement cage 4 simultaneously.
And then removing the supporting cover plate 3, slowly lowering the beam reinforcement cage 4 to the bottom of the beam slab wood formwork 5 by using the lifting appliance 2, and removing all the supports 1 for lifting after confirming the accurate position to complete the construction.
The utility model discloses the advantage and the beneficial effect who produce are:
1. the utility model discloses a big cast-in-place roof beam steel bar mould outer ligature shaping auxiliary device of cross-section, can utilize the support apron of site materials preparation and hang to put and realize the outer ligature of mould and the safe transfer mould of beam reinforcement with the support, the reinforced bar roof beam ligature that exists among the prior art is not standard has been solved, take place the safety problem easily when transferring, and lead to the reinforcing bar to lead to the template to produce the quality problems who collides with damage or reinforcing bar bending deformation because of the collision, construction safety has been increased, construction efficiency is improved, the construction effect is guaranteed.
2. The utility model discloses a cast-in-place roof beam steel bar mould of large cross-section ligature shaping auxiliary device outward, all preparation materials all can be gathered materials on the spot in the job site, can utilize old and useless material to make, and repeatedly usable, resources are saved has advantages such as the economy, simple, the simple manufacture of drawing materials, easily popularization and application.
3. The utility model discloses a cast-in-place roof beam steel bar mould outer ligature shaping auxiliary device in big cross-section can guarantee the reinforcement standard, satisfies the construction demand, improves construction quality.
4. The utility model discloses a cast-in-place roof beam steel bar mould outer ligature shaping auxiliary device in big cross-section only needs a small number of operations to realize the function during use, easy operation practices thrift the manpower, safe and reliable.
It is to be understood that the above-described embodiments of the present invention are merely illustrative of or explaining the principles of the invention and are not to be construed as limiting the invention. Therefore, any modification, equivalent replacement, improvement and the like made without departing from the spirit and scope of the present invention should be included in the protection scope of the present invention. Further, it is intended that the appended claims cover all such variations and modifications as fall within the scope and boundaries of the appended claims or the equivalents of such scope and boundaries.
Claims (7)
1. The utility model provides an outer ligature shaping auxiliary device of cast-in-place roof beam steel bar mould in big cross-section, its characterized in that includes:
the lifting support is used for lifting or putting down a beam reinforcement cage formed by binding the beam reinforcements;
the lifting appliance is arranged below the lifting support, and the lower end of the lifting appliance is connected with the beam reinforcement cage and is used for lifting the beam reinforcement cage;
and the supporting cover plate is placed above the beam plate wood formwork and used for supporting the beam steel bars.
2. The external binding molding auxiliary device for the large-section cast-in-place beam steel bar mold according to claim 1, wherein the hanging bracket comprises:
a cross bar;
the side supports are arranged at two ends of the cross rod, connected with the cross rod and used for supporting;
and the hanging holes are arranged on the cross rod and used for bearing the lifting ropes.
3. The external binding molding auxiliary device for the large-section cast-in-place beam steel bar mold according to claim 2, characterized in that:
the side supports are triangular.
4. The external binding molding auxiliary device for the large-section cast-in-place beam steel bar mold according to any one of claims 1 to 3, characterized in that:
the lifting appliance is a manual hoist lifting appliance.
5. The external binding molding auxiliary device for the large-section cast-in-place beam steel bar mold according to any one of claims 1 to 3, characterized in that:
the length of the supporting cover plate is larger than the width of the beam plate wood pattern.
6. The external binding molding auxiliary device for the large-section cast-in-place beam steel bar mold according to claim 5, characterized in that:
still include a plurality of reinforcing strips, reinforcing strip set up in support apron bottom surface, reinforcing strip is used for right support apron is consolidated.
7. The external binding molding auxiliary device for the reinforcing steel bar mold of the large-section cast-in-place beam according to any one of claims 1 to 3 or 6, wherein:
the beam-slab wood formwork structure is characterized by further comprising a protection cushion block, wherein the protection cushion block is arranged at the bottom of the beam-slab wood formwork and used for protecting the beam-slab wood formwork to be more stable.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122991731.5U CN217175812U (en) | 2021-12-01 | 2021-12-01 | External binding forming auxiliary device for large-section cast-in-situ beam steel bar mold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122991731.5U CN217175812U (en) | 2021-12-01 | 2021-12-01 | External binding forming auxiliary device for large-section cast-in-situ beam steel bar mold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217175812U true CN217175812U (en) | 2022-08-12 |
Family
ID=82714317
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122991731.5U Active CN217175812U (en) | 2021-12-01 | 2021-12-01 | External binding forming auxiliary device for large-section cast-in-situ beam steel bar mold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217175812U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114233006A (en) * | 2021-12-01 | 2022-03-25 | 中冶天工集团有限公司 | Auxiliary device for external binding forming of large-section cast-in-place beam steel bar mold and using method |
-
2021
- 2021-12-01 CN CN202122991731.5U patent/CN217175812U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114233006A (en) * | 2021-12-01 | 2022-03-25 | 中冶天工集团有限公司 | Auxiliary device for external binding forming of large-section cast-in-place beam steel bar mold and using method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN217175812U (en) | External binding forming auxiliary device for large-section cast-in-situ beam steel bar mold | |
| CN204019724U (en) | Make the mold of prefabricated case beam framework of steel reinforcement | |
| CN114233006A (en) | Auxiliary device for external binding forming of large-section cast-in-place beam steel bar mold and using method | |
| CN207959244U (en) | Prefabricated assembling type reinforced frame raft foundation alter-pouring strips mould plate | |
| CN210976630U (en) | Repeatedly-usable construction column bell mouth concrete pouring device free of chiseling | |
| CN201605724U (en) | Reinforcing steel bar barricade capable of turning over | |
| CN218521787U (en) | Simple prefabricated pipe pile core filling auxiliary device | |
| CN208197158U (en) | A kind of reinforcing bar tire suspender of precast segment box beam | |
| CN207685879U (en) | A kind of lift stake reinforcing bearing platform construction platform | |
| CN206267425U (en) | A kind of device for being used in turn steel bar horse-shaped bench | |
| CN214575977U (en) | Lattice type supporting jig frame | |
| CN108442594A (en) | A kind of thin floor and its construction technology | |
| CN115070935A (en) | Prefabricated bridge approach box girder reinforcement binding positioner of high pile pier | |
| CN203452388U (en) | Movable type concrete casting operation platform | |
| CN108590042B (en) | Multifunctional stirrup for controlling thickness of steel bar protection layer and floor slab | |
| CN208202548U (en) | Support system structure of transvers plate is exempted from a kind of beam slab post-cast strip | |
| CN206844438U (en) | A kind of Ribbed Bar truss concrete prefabricated base plate | |
| CN105369816A (en) | Formwork structure of cushion course of oblique side face of well pit foundation and construction method of formwork structure | |
| CN205024908U (en) | Constructional device that whole combination of steel bar truss floor board, hoist and mount are taken one's place | |
| CN111042614A (en) | Multifunctional steel bar waste tank and manufacturing method thereof | |
| CN216766536U (en) | Solve not enough steel bar support of big cross-section size roof beam bottom protective layer | |
| CN210791469U (en) | Protective fence stand drawing of patterns support | |
| CN212248726U (en) | Embedded part for temporary water retaining ridge arranged on ground of building | |
| CN210685418U (en) | Different grade concrete placement cross connection point intercepting device | |
| CN212802559U (en) | Repair structure template piece processing apparatus |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |