CN216840674U - A construction equipment that is used for convenient preparation precast pile top steel reinforcement cage - Google Patents
A construction equipment that is used for convenient preparation precast pile top steel reinforcement cage Download PDFInfo
- Publication number
- CN216840674U CN216840674U CN202220017765.6U CN202220017765U CN216840674U CN 216840674 U CN216840674 U CN 216840674U CN 202220017765 U CN202220017765 U CN 202220017765U CN 216840674 U CN216840674 U CN 216840674U
- Authority
- CN
- China
- Prior art keywords
- reinforcement cage
- steel
- circular
- precast pile
- 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
- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model discloses a construction equipment for convenient preparation precast pile bolck steel reinforcement cage, including bottom cushion cap, symmetry and set up perpendicularly in two spinal branchs frame lower part roof beam, perpendicular and symmetry setting at bottom cushion cap both ends are two spinal branchs frame, symmetry and the perpendicular setting in two of support lower part roof beam upper end position placed in the middle set up in two the crossbeam of two spinal branchs frame upper portion roof beams and interval setting in two spinal branchs frame upper portion roof beams upper end, the crossbeam upper end is provided with at least one and is used for playing the circular rigid ring of restraint positioning action to the reinforcing bar, just right circular rigid ring below is provided with at least a set of gasket fixed muscle that is used for fixing a position circular steel gasket in bottom cushion cap upper end. The utility model can change the length of the beam according to the manufacturing amount of the reinforcement cage on site, and can manufacture the reinforcement cages in groups; simple and convenient preparation, saves the preparation time, reduces the number of people required for preparation, accelerates the preparation efficiency, has certain quality control on finished products, and can be repeatedly applied.
Description
Technical Field
The utility model relates to the underground construction field in building field, concretely relates to a construction equipment that is used for convenient preparation precast pile bolck steel reinforcement cage.
Background
At present, the uplift pile is mainly used for enhancing the anti-floating capacity of a building so as to avoid the influence on the normal use of the building caused by the upward uplift of a bottom plate of the building or the integral floating of the building due to the overlarge buoyancy generated by the upward production of underground water. Each pile head of the uplift pile needs to be manufactured with a pile head reinforcement cage, if a common manufacturing process is adopted, 3-4 persons are required to carry out single manufacturing on average, a large amount of manpower and labor hour are consumed, and the problem is almost met in every project with the uplift pile.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem, the utility model aims at providing a construction equipment for making precast pile top steel reinforcement cage conveniently mainly is applied to a large amount of preparation uplift pile head steel reinforcement cages, can make a plurality of steel reinforcement cages simultaneously, simple structure, and the quality is changed the accuse, save time, manpower and can repetitious usage.
In order to achieve the above object, the present invention provides the following technical solutions: the utility model provides a construction equipment for convenient preparation precast pile bolck steel reinforcement cage, including bottom cushion cap, symmetry and set up perpendicularly in two spinal branchs frame lower part roof beams, perpendicular and symmetry setting at bottom cushion cap both ends are two spinal branchs frame, symmetry and the perpendicular setting in two of support lower part roof beam upper end position placed in the middle set up in two spinal branchs frame upper portion roof beams and the crossbeam of interval setting in two spinal branchs frame upper portion roof beams upper end, the crossbeam upper end is provided with at least one and is used for playing the circular rigid ring of restraint positioning action to the reinforcing bar, just right circular rigid ring below is in bottom cushion cap upper end is provided with at least a set of fixed muscle of gasket that is used for fixing a position circular steel gasket.
Optionally, the bracket comprises two square steels with different diameters, the two square steels are sleeved together, a plurality of bolt holes are formed in the two square steels at equal intervals, and a bracket telescopic fixing bolt is inserted into the bolt hole and used for adjusting the height of the bracket through the bracket telescopic fixing bolt.
Optionally, the bottom bearing platform is welded to the lower beam of the support through two square steels, and the distance between the two beams located at the upper part is greater than the width between the two square steels located at the lower part and forming the bottom bearing platform.
Optionally, each group of the gasket fixing ribs comprises a plurality of reinforcing bar heads which are respectively welded on two square steels forming the bottom bearing platform, and circular steel gaskets are placed in the reinforcing bar heads.
Preferably, the lower ends of the plurality of steel bars placed in the circular steel ring abut against the circular steel gasket, and a circular fixed stirrup is fixed on the inner side of the middle of each steel bar and used for fixing the steel bar cage.
Preferably, the diameter of the circular rigid ring is equal to that of the pile foundation reinforcement cage.
Compared with the prior art, the utility model discloses following technological effect and advantage have at least: simple manufacture, can standardize the customization, can be according to on-the-spot actual variation size, simple installation, repeatedly usable, practice thrift the cost greatly, have promoted by a wide margin the quality of steel reinforcement cage preparation in the work progress, reduced the difficult degree of controlling of manufacture process, improve economic benefits and efficiency of construction.
Drawings
In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings needed to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments described in the present invention, and other drawings can be obtained by those skilled in the art according to these drawings.
Fig. 1 is a perspective view of the present invention;
FIG. 2 is a front view of the present invention;
fig. 3 is a top view of the present invention;
fig. 4 is a side view of the present invention;
FIG. 5 is a schematic view of the present invention showing the simultaneous fabrication of a plurality of reinforcement cages;
FIG. 6 is a schematic view of the telescopic bracket of the present invention;
fig. 7 is a node diagram of the fixing bolt of the telescopic bracket of the present invention;
fig. 8 is the joint diagram of the spacer fixing rib of the present invention.
In the figure: 1-circular rigid ring, 2-bracket, 3-bottom bearing platform, 4-crossbeam, 5-bracket upper beam, 6-bracket lower beam, 7-fixed stirrup, 8-gasket fixed tendon and 9-bracket telescopic fixed bolt.
Detailed Description
In the following description, for purposes of explanation, numerous specific details are set forth in order to provide a thorough understanding of the present invention. It should be understood, however, that these physical details should not be taken to limit the invention. That is, in some embodiments of the invention, these physical details are not necessary.
A construction device for conveniently manufacturing a precast pile top reinforcement cage, which comprises a circular rigid ring 1, a bracket 2, a bottom bearing platform 3, a cross beam 4, a bracket upper beam 5, a bracket lower beam 6, a fixed stirrup 7, a gasket fixed rib 8 and a bracket telescopic fixed bolt 9 as shown in figures 1-8, wherein, 6 symmetries of two spinal branchs frame lower part roof beams and perpendicular setting in 3 both ends of bottom cushion cap, 2 perpendicular and symmetries settings of two spinal branchs frame lower part roof beams are put between two parties in 6 upper ends, 5 symmetries of two spinal branchs frame upper portion roof beams and perpendicular setting in 2 upper ends of support, 4 intervals of two crossbeams set up in 5 upper ends of two spinal branchs frame upper portion roof beams, 4 upper ends of crossbeam are provided with at least one circular rigid ring 1 that is used for playing the restraint positioning action to the reinforcing bar, just to being provided with at least a set of gasket anchor bars 8 that are used for the locating pad in bottom cushion cap 3 upper end below circular rigid ring 1.
The utility model discloses in, support 2 establishes the square steel that two diameters are different together including the cover, and equidistant spaced apart is equipped with a plurality of bolt holes on these two square steels, and bolt hole interpolation is equipped with the flexible fixing bolt 9 of support for adjust the height of support 2 through the flexible fixing bolt 9 of support.
The utility model discloses in, bottom cushion cap 3 adopts two square steel welding to be in on the roof beam 6 of support lower part, the distance that is located between two crossbeams 4 on upper portion is greater than the width between two square steel that are located the constitution bottom cushion cap 3 of lower part.
The utility model discloses in, the fixed muscle 8 of every group gasket is including many reinforcing bar heads, welds respectively on two square steels that constitute bottom cushion cap 3, has placed circular steel gasket in it. The lower ends of a plurality of steel bars placed in the circular rigid ring 1 are abutted against the circular steel gasket, and the inner sides of the middle parts of the steel bars are fixed with circular fixed stirrups 7 for fixing the steel reinforcement cage.
The working principle of the construction device for conveniently manufacturing the precast pile top steel reinforcement cage of the invention is briefly described below with reference to fig. 1 to 8 in combination with the above structural description.
1. And selecting the appropriate length of the beam according to the actual workload of the site.
2. The component is assembled, the bottom bearing platform 3 is welded on the lower beam of the support, the upper beam 5 of the support is welded with the lower beam 6 of the support through the support 2, and the beam 4 is welded on the beam 5 of the support, so that the manufacturing device of the reinforcement cage is preliminarily formed.
3. The circular steel ring 1 is welded on the cross beam 4, and plays a role in restraining the main reinforcement of the uplift pile reinforcement cage.
4. The gasket fixing ribs 8 are welded on the bottom bearing platform 3, and the positioning effect on the round steel gasket is achieved in the welding process.
The specific application example is as follows:
the bracket 2 is a telescopic bracket formed by square steel with the size of 50 multiplied by 50mm and 45 multiplied by 45mm, and bolt holes with the diameter of 16mm are arranged on the square steel with the size of 45 multiplied by 45mm every 10cm, and the total number of the bolt holes is 10. The lower side of the square steel with the length of 50 multiplied by 50mm is also provided with a bolt hole with the diameter of 16mm, the square steel with the length of 1200mm and 45 multiplied by 45mm is inserted into the square steel with the length of 1800mm and 50 multiplied by 50mm and is fixed by a bracket telescopic fixing bolt 9 with the length of 10cm, and the bracket 2 can freely stretch and retract at the height of 1800mm-3000 mm; the bracket 2 and the lower beam 6 of the bracket with the length of 1500mm are welded together. Two square steel beams 25 x 25mm in size, about 1800mm in length and about 250mm apart, are welded to the lower beam 6 of the bracket at symmetrical positions. The upper beam 5 of the support, which has a length of 450mm, is welded to the support 2. Two steel bars with the length of 1800mm and the horizontal diameter of 10mm are used as the cross beam 4, and the two steel bars with the length of 1800mm are welded on the beam 5 at the upper part of the bracket at the interval of 400mm, so that a construction device is preliminarily formed, and a steel bar cage with the height of 1800mm-3000mm can be manufactured. Wherein, the position relationship between the bottom bearing platform 3 and the cross beam 4 is on two parallel planes; the support telescopic fixing bolt 9 adopts a steel bar head with the diameter of 10mm and the length of 10cm, and a steel bar head with the diameter of 6mm and the length of 5cm is welded at the end part, so that the support telescopic fixing bolt 9 can be conveniently taken and placed.
The circular steel ring 1 is used for temporarily fixing the main reinforcement of each group of reinforcement cages. The circular steel ring 1 is formed by bending and welding a steel bar with the thickness of 10mm into a circular ring. The circular steel ring 1 and the cross beam 4 are fixed by welding. The lengths of the upper beam 5 and the lower beam 6 of the bracket are respectively 450mm and 1500mm, and the square steel of 50 multiplied by 50mm is welded and fixed through the bracket 2. The gasket fixing ribs 8 are welded on the bottom bearing platform 3 and play a role in positioning.
The circular steel gasket is placed in the middle of two gasket fixing ribs 8 on the bottom bearing platform 3 to be positioned, a main rib of the steel reinforcement cage penetrates through the circular rigid ring 1 and is placed on the circular steel gasket to be welded, and after the circular steel gasket and the main rib are welded, the height of the circular steel gasket is about 1200mm away from the gasket, and the steel reinforcement cage is fixed by the fixing hoop rib 7 to form a whole. The whole process can be completed by only one person, and meanwhile, a plurality of reinforcement cages can be placed on the device for manufacturing, as shown in fig. 5, the manufacturing process is convenient and fast, and the total construction time is greatly saved.
According to different actual conditions on site, the lengths of the cross beam 4 and the bottom bearing platform 3 can be changed according to the workload, and the lengths of the cross beam and the bottom bearing platform can be changed according to the workload (2000mm, 5000mm, 8000mm, 10000mm, 12000mm, etc.).
The above description is only the preferred embodiment of the present invention; the scope of the present invention is not limited thereto. Any person skilled in the art should also be able to cover the technical scope of the present invention by replacing or changing the technical solution and the improvement concept of the present invention with equivalents and modifications within the technical scope of the present invention.
Claims (6)
1. The utility model provides a construction equipment for convenient preparation precast pile bolck steel reinforcement cage, its characterized in that, including bottom cushion cap (3), symmetry and set up perpendicularly in two spinal branchs frame lower part roof beam (6), perpendicular and symmetry setting at bottom cushion cap (3) both ends are two spinal branchs frame (2), symmetry and perpendicular setting in two of position placed in the middle on support lower part roof beam (6) upper end set up crossbeam (4) in two spinal branchs frame upper portion roof beam (5) upper end, crossbeam (4) upper end is provided with at least one and is used for playing circular rigid ring (1) of restraint positioning action to the reinforcing bar, just right circular rigid ring (1) below is in bottom cushion cap (3) upper end is provided with at least a set of gasket fixed muscle (8) that are used for fixing circular steel gasket.
2. The construction device for conveniently manufacturing the precast pile top reinforcement cage according to claim 1, wherein the support (2) comprises two square steels with different diameters sleeved together, a plurality of bolt holes are formed in the two square steels at equal intervals, and support telescopic fixing bolts (9) are inserted into the bolt holes and used for adjusting the height of the support (2) through the support telescopic fixing bolts (9).
3. The construction device for conveniently manufacturing the precast pile top reinforcement cage according to claim 1, wherein the bottom bearing platform (3) is welded on the lower beam (6) of the support by using two square steels, and the distance between the two cross beams (4) at the upper part is larger than the width between the two square steels at the lower part which form the bottom bearing platform (3).
4. The construction equipment for conveniently making the reinforcement cage at the top of the precast pile according to claim 1, wherein each set of the spacer-fixing bars (8) comprises a plurality of bar heads welded to the two square bars constituting the bottom bearing platform (3), respectively, and a circular steel spacer is placed therein.
5. The construction device for conveniently manufacturing the precast pile top steel reinforcement cage according to claim 4, wherein the lower ends of the plurality of steel reinforcements inserted into the circular rigid ring (1) abut against the circular steel gasket, and a circular fixing stirrup (7) is fixed on the inner side of the middle part of the steel reinforcements for fixing the steel reinforcement cage.
6. The construction device for conveniently manufacturing the precast pile top steel reinforcement cage according to claim 1, wherein the diameter of the circular rigid ring (1) is equal to that of the pile top steel reinforcement cage.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220017765.6U CN216840674U (en) | 2022-01-06 | 2022-01-06 | A construction equipment that is used for convenient preparation precast pile top steel reinforcement cage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220017765.6U CN216840674U (en) | 2022-01-06 | 2022-01-06 | A construction equipment that is used for convenient preparation precast pile top steel reinforcement cage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216840674U true CN216840674U (en) | 2022-06-28 |
Family
ID=82114790
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220017765.6U Active CN216840674U (en) | 2022-01-06 | 2022-01-06 | A construction equipment that is used for convenient preparation precast pile top steel reinforcement cage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216840674U (en) |
-
2022
- 2022-01-06 CN CN202220017765.6U patent/CN216840674U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105888108B (en) | Built-in positioning prefabricated component reinforced concrete shear wall and construction method | |
| CN101818570A (en) | Method for constructing girder structure conversion layer of high-rise building | |
| CN211173077U (en) | Cast-in-place multi-curved surface double-layer diagonal concrete grid structure formwork system | |
| CN110685434A (en) | Cast-in-place multi-curved surface double-layer diagonal concrete grid structure formwork system and construction method | |
| CN201738597U (en) | Sectional steel and steel pipe combined type support system of beam with high and large cross section | |
| CN216840674U (en) | A construction equipment that is used for convenient preparation precast pile top steel reinforcement cage | |
| CN211949593U (en) | Bridge pier column template system | |
| CN202572610U (en) | Die for foam mandrel precasting hollow plate girder | |
| CN215544586U (en) | Prefabricated decking reinforcing bar design ligature bed-jig | |
| CN214739867U (en) | Assembled detachable steel bar truss floor support plate template system | |
| CN211333892U (en) | Prestressed ribbed concrete laminated slab production line | |
| CN214272652U (en) | Steel reinforcement framework of precast concrete component | |
| CN103306211A (en) | Long and large No.0 reinforcing steel bar binding construction method based on framework beam | |
| CN211341292U (en) | Prefabricated shear wall with space steel truss platform and capable of realizing cast-in-place connection | |
| CN211341423U (en) | Prefabricated column with space steel truss platform and capable of realizing cast-in-place connection of nodes | |
| CN113738102A (en) | Template building block for civil engineering and manufacturing method and using method thereof | |
| CN221972821U (en) | Support-free steel bar net rack for cast-in-place concrete floor slab | |
| CN213979017U (en) | Raft board split heads muscle structure of foundation | |
| CN214871540U (en) | General pedestal for T-beam prefabrication | |
| CN211200433U (en) | Tool for erecting large-section ground beam reinforcing steel bars | |
| CN212836696U (en) | Fire control vestibule bearing structure encorbelments | |
| CN218252673U (en) | A handling frame that is used for prefabricated post steel reinforcement cage ligature of big cross-section | |
| CN214658786U (en) | Support-free system for assembly type horizontal prefabricated composite die shell assembly | |
| CN217326432U (en) | Cast-in-place bathroom falls board regularization reinforcing apparatus | |
| CN221052396U (en) | Variable cross-section cast-in-situ box girder web steel bar prefabrication jig |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |