CN113650155A - Steel bar binding mould and steel bar binding construction method - Google Patents
Steel bar binding mould and steel bar binding construction method Download PDFInfo
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- CN113650155A CN113650155A CN202111025456.XA CN202111025456A CN113650155A CN 113650155 A CN113650155 A CN 113650155A CN 202111025456 A CN202111025456 A CN 202111025456A CN 113650155 A CN113650155 A CN 113650155A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 190
- 239000010959 steel Substances 0.000 title claims abstract description 190
- 238000010276 construction Methods 0.000 title claims abstract description 33
- 230000002787 reinforcement Effects 0.000 claims abstract description 58
- 230000000712 assembly Effects 0.000 claims abstract description 12
- 238000000429 assembly Methods 0.000 claims abstract description 12
- 230000008093 supporting effect Effects 0.000 claims description 51
- 238000000926 separation method Methods 0.000 claims description 4
- 230000001976 improved effect Effects 0.000 abstract description 11
- 230000003014 reinforcing effect Effects 0.000 description 69
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 12
- 238000000034 method Methods 0.000 description 5
- 230000002349 favourable effect Effects 0.000 description 4
- 230000008569 process Effects 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000011017 operating method Methods 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 230000001737 promoting effect Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
- B28B23/022—Means for inserting reinforcing members into the mould or for supporting them in the mould
- B28B23/024—Supporting means
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- Mechanical Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention relates to the technical field of highway construction, and discloses a steel bar binding clamping fixture and a steel bar binding construction method. The steel bar binding mould comprises a transverse steel bar positioning assembly, a longitudinal steel bar positioning assembly and a vertical steel bar positioning assembly. The transverse steel bar positioning assembly comprises a first positioning piece and a leveling piece which are connected, a plurality of transverse steel bar positioning grooves are formed in the first positioning piece at intervals along the longitudinal direction, and the upper surface of the leveling piece is flush with the groove bottoms of the transverse steel bar positioning grooves; a plurality of vertical steel bar positioning grooves are formed in the vertical steel bar positioning assembly at intervals along the longitudinal direction, and the vertical steel bar positioning grooves correspond to the transverse steel bar positioning grooves one to one. During reinforcement construction, the leveling piece can support the transverse reinforcement placed on the leveling piece and assist constructors to find the flatness. The positions of the steel bars can be accurately fixed by the steel bar positioning assemblies, the accuracy of steel bar positioning is improved, the operation steps are simple, the operation speed of constructors is favorably improved, and the operation efficiency of steel bar binding is improved.
Description
Technical Field
The invention relates to the technical field of highway construction, in particular to a steel bar binding clamping fixture and a steel bar binding construction method.
Background
In recent years, the whole-hole prefabricated box girder has been widely applied to the construction of the existing expressway due to the technical characteristics of large structural rigidity, good integrity, controllable engineering quality, capability of quick construction and the like.
In the whole-hole prefabricated box girder construction process, a constructor can often set a box girder reinforcing steel bar binding clamping fixture as an operation platform for the whole binding construction of box girder reinforcing steel bars. When the existing box girder tooth block reinforcing steel bars are bound, the tooth block reinforcing steel bars are bound on the top plate reinforcing steel bars after the binding of the box girder top plate reinforcing steel bars is finished. However, due to the reasons that the number of the steel bars of the box girder tooth block is large, the steel bars are distributed densely, the operation space on the steel bars of the top plate is small during binding, and the like, the positioning of the steel bars of the box girder tooth block is not accurate during the integral binding with the steel bars of the top plate, the steel bars of the box girder tooth block can meet the standard after secondary adjustment is often needed, manpower and material resources are wasted, the operation time of constructors is prolonged, and the operation efficiency of steel bar binding is reduced.
Disclosure of Invention
The invention aims to provide a steel bar binding mould which can effectively improve the positioning precision during steel bar binding, is simple to operate and greatly improves the working efficiency of steel bar binding.
In order to achieve the purpose, the invention adopts the following technical scheme:
a reinforcement bar binding jig comprising:
the transverse steel bar positioning assemblies are arranged at intervals along the transverse direction and comprise a first positioning piece and a leveling piece which are connected, a plurality of transverse steel bar positioning grooves are formed in the first positioning piece at intervals along the longitudinal direction, and the upper surface of the leveling piece is flush with the groove bottoms of the transverse steel bar positioning grooves;
a longitudinal reinforcement positioning assembly;
vertical steel bar positioning assembly, vertical steel bar positioning assembly is last to have seted up a plurality of vertical steel bar constant head tanks, and is a plurality of along longitudinal separation vertical steel bar constant head tank is with a plurality of horizontal steel bar constant head tank one-to-one.
Optionally, still include horizontal reinforcing bar supporting component, the upper surface of horizontal reinforcing bar supporting component with the upper surface parallel and level of screed, horizontal reinforcing bar supporting component with horizontal reinforcing bar locating component interval sets up.
Optionally, the support frame further comprises a support assembly, the support assembly comprises a support frame, the support frame comprises a first end and a second end which are opposite in the longitudinal direction, the first end is higher than the second end, the support frame further comprises a third end and a fourth end which are opposite in the transverse direction, and the third end is higher than the fourth end.
Optionally, the first positioning element comprises a positioning portion and a connecting portion, the positioning portion is arranged at an included angle, the transverse steel bar positioning groove is formed in the positioning portion, one end of the connecting portion is connected with the first end of the supporting frame, and the other end of the connecting portion is connected with the second end of the supporting frame.
Optionally, the support assembly further comprises a support rod set for supporting the support frame.
Optionally, the vertical rebar positioning assembly is connected to the set of support bars.
Optionally, a walking wheel is connected to the bottom of the supporting component.
Optionally, the number of the longitudinal steel bar positioning assemblies is two, the two longitudinal steel bar positioning assemblies are arranged at intervals along the longitudinal direction, and the transverse steel bar positioning assembly is connected between the two longitudinal steel bar positioning assemblies.
Optionally, a plurality of longitudinal rebar positioning slots are formed in the longitudinal rebar positioning assembly at transverse intervals.
The invention also aims to provide a steel bar binding construction method which is high in positioning precision, simple in operation steps and high in steel bar binding efficiency when steel bars are bound.
In order to achieve the purpose, the invention adopts the following technical scheme:
a steel bar binding construction method uses the steel bar binding clamping fixture, and comprises the following steps:
taking an integrated transverse steel bar and vertical steel bar, clamping the transverse steel bar into the transverse steel bar positioning groove on the first positioning piece, placing the transverse steel bar on the upper surface of the leveling piece, and clamping the vertical steel bar into the corresponding vertical steel bar positioning groove on the vertical steel bar positioning assembly;
placing longitudinal steel bars on the longitudinal steel bar positioning assembly;
and binding the longitudinal steel bars with the integrated transverse steel bars and vertical steel bars.
The invention has the beneficial effects that:
in the binding construction process of the reinforcement binding mould, firstly, constructors sequentially place the integrated transverse reinforcements and vertical reinforcements in the plurality of transverse reinforcement positioning grooves on the first positioning piece and the corresponding vertical reinforcement positioning grooves on the vertical reinforcement positioning assembly to fix the integrated transverse reinforcements and vertical reinforcements in the transverse and vertical directions. The leveling piece can provide support for the transverse steel bars placed on the leveling piece and assist constructors to find the flatness of the transverse steel bars. Then, the constructor places the longitudinal steel bars on the longitudinal steel bar positioning assembly in sequence. Constructors can bind the longitudinal steel bars and the transverse steel bars while placing the longitudinal steel bars, so that the positions of the steel bars are fixed. The vertical, horizontal and vertical position of reinforcing bar can be accurately fixed through the cooperation use of vertical steel bar positioning assembly, horizontal steel bar positioning assembly and vertical steel bar positioning assembly, improve the accuracy nature of reinforcing bar location, and the constructor of being convenient for carries out the ligature operation of reinforcing bar, and operating procedure is simple, is favorable to promoting constructor's operating speed, improves reinforcement's operating efficiency.
The steel bar binding construction method provided by the invention has the advantages that the steel bar binding mold is used, the operation steps during binding the steel bars are simple, the positioning of the steel bars is accurate, the operation of constructors is convenient, and the steel bar binding speed and the binding operation efficiency are improved.
Drawings
In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings used in the description of the embodiments of the present invention will be briefly described below, and 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 the contents of the embodiments of the present invention and the drawings without creative efforts.
FIG. 1 is a schematic structural diagram of a reinforcement bar binding mold provided by an embodiment of the invention;
fig. 2 is a schematic structural view of a transverse reinforcing bar positioning assembly according to an embodiment of the present invention;
fig. 3 is a schematic structural view of a longitudinal reinforcing bar positioning assembly according to an embodiment of the present invention;
fig. 4 is a schematic structural view of a vertical rebar positioning assembly provided by an embodiment of the invention;
fig. 5 is a schematic structural view of a transverse reinforcing bar support assembly according to an embodiment of the present invention;
fig. 6 is a schematic structural diagram of a support assembly according to an embodiment of the present invention.
In the figure:
1. a transverse reinforcement positioning assembly; 11. a first positioning member; 111. a positioning part; 112. a connecting portion; 12. leveling parts;
2. a longitudinal reinforcement positioning assembly;
3. a vertical steel bar positioning assembly; 31. a second positioning member; 32. a connecting member;
4. a transverse reinforcement support assembly;
5. a support assembly; 51. a support frame; 511. a first end; 512. a second end; 513. a third end; 514. a fourth end; 52. and a support rod group.
Detailed Description
The technical scheme of the invention is further explained by the specific implementation mode in combination with the attached drawings.
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. The components of embodiments of the present invention generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the present invention, presented in the figures, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.
In the description of the present invention, it should be noted that the terms "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings or orientations or positional relationships that are conventionally placed when the products of the present invention are used, and are used only for convenience of describing the present invention and simplifying the description, but do not indicate or imply that the devices or elements to be referred to must have specific orientations, be constructed in specific orientations, and operate, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," "third," and the like are used solely to distinguish one from another and are not to be construed as indicating or implying relative importance. In the description of the present invention, "a plurality" means two or more unless otherwise specified.
In the description of the present invention, it should also be noted that, unless otherwise explicitly specified or limited, the terms "disposed" and "connected" are to be interpreted broadly, e.g., as being either fixedly connected, detachably connected, or integrally connected; either mechanically or electrically. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
In the present invention, unless otherwise expressly stated or limited, "above" or "below" a first feature means that the first and second features are in direct contact, or that the first and second features are not in direct contact but are in contact with each other via another feature therebetween. Also, the first feature being "on," "above" and "over" the second feature includes the first feature being directly on and obliquely above the second feature, or merely indicating that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature includes the first feature being directly under and obliquely below the second feature, or simply meaning that the first feature is at a lesser elevation than the second feature.
Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the accompanying drawings are illustrative only for the purpose of explaining the present invention, and are not to be construed as limiting the present invention.
In the process of box girder reinforcing steel bar binding construction, tooth block reinforcing steel bars are usually bound on the top plate reinforcing steel bars after the top plate reinforcing steel bars are bound. The box girder tooth block is small in size, but the number of the steel bars is large and the distribution is very dense. As shown in fig. 1, this embodiment provides a reinforcement mould, positioning accuracy when can effectively improve reinforcement, and easy operation has improved reinforcement's operating efficiency greatly. Specifically, this reinforcement mould includes horizontal reinforcing bar locating component 1, vertical reinforcing bar locating component 2 and vertical reinforcing bar locating component 3.
Wherein, a plurality of horizontal reinforcing bar locating component 1 set up along horizontal interval. The transverse bar positioning assembly 1 comprises a first positioning member 11 and a leveling member 12 connected to each other. A plurality of horizontal reinforcing bar constant head tanks have been seted up along longitudinal separation on the first locating piece 11 to the constructor places horizontal reinforcing bar in the inslot when carrying out the ligature operation, fixes a position horizontal reinforcing bar. The upper surface of the leveling piece 12 is flush with the bottom of the transverse steel bar positioning groove. The leveling piece 12 can check whether the bottoms of the transverse steel bar positioning grooves are positioned on the same plane or not so as to ensure accurate positioning during transverse steel bar binding. Meanwhile, the leveling piece 12 can also assist a constructor in finding the flatness during the binding of the transverse steel bars so as to ensure that the bound transverse steel bars meet the design requirements.
The longitudinal steel bar positioning component 2 and the vertical steel bar positioning component 3 are respectively used for positioning longitudinal and vertical steel bars. Vertical steel bar positioning component 3 is last to have seted up a plurality of vertical steel bar positioning grooves along longitudinal separation, a plurality of vertical steel bar positioning grooves and a plurality of horizontal steel bar positioning groove one-to-ones, and the constructor of being convenient for aligns vertical reinforcing bar and horizontal reinforcing bar, and convenient operation is favorable to saving engineering time.
Specifically, in the present embodiment, the tooth bar includes a longitudinal bar and an integrated transverse bar and vertical bar. In the work progress, at first, constructor places the horizontal reinforcing bar of integral type and vertical reinforcing bar in the vertical reinforcing bar constant head tank that corresponds on a plurality of horizontal reinforcing bar constant head tanks on first locating part 11 and the vertical reinforcing bar locating component 3 in proper order to fix the horizontal reinforcing bar of integral type and vertical reinforcing bar in horizontal and vertical position. The screed 12 can provide support to the transverse bars placed thereon and assist the constructor in finding a flatness to the transverse bars. Then, the constructor sequentially places the longitudinal steel bars on the longitudinal steel bar positioning component 2. Constructors can bind the longitudinal steel bars and the transverse steel bars while placing the longitudinal steel bars, so that the positions of the steel bars are fixed. The cooperation through vertical steel bar positioning component 2, horizontal steel bar positioning component 1 and vertical steel bar positioning component 3 is used, can be accurate vertical, horizontal and vertical position of fixed reinforcing bar, improves the accuracy nature of reinforcing bar location, and the constructor of being convenient for carries out the ligature operation of reinforcing bar, and operating procedure is simple, is favorable to promoting constructor's operating speed, improves reinforcement's operating efficiency.
Alternatively, as shown in fig. 1, in the present embodiment, two longitudinal bar positioning assemblies 2 are provided. Two longitudinal steel bar positioning components 2 are arranged along the longitudinal interval, and the transverse steel bar positioning component 1 is connected between the two longitudinal steel bar positioning components 2. Connect vertical steel bar locating component 2 in the both ends of horizontal steel bar locating component 1, neither influence putting of reinforcing bar on the horizontal steel bar supporting component 4, the constructor operation of being convenient for can also make the structure of whole reinforcement mould compacter. Certainly, in other embodiments, vertical reinforcing bar locating component 2 also can set up a plurality ofly, and a plurality of vertical reinforcing bar locating component 2 are connected on horizontal reinforcing bar locating component 1 along vertical interval in proper order, and the location effect is better, can also prevent that vertical reinforcing bar from taking place to buckle when the ligature.
Optionally, as shown in fig. 1 and 3, the longitudinal rebar positioning assembly 2 has a plurality of longitudinal rebar positioning slots formed therein at transverse intervals. During construction, the longitudinal steel bars are clamped into the longitudinal steel bar positioning grooves, so that the longitudinal steel bars can be positioned, the operation is simple and convenient, and the construction time is saved.
Optionally, as shown in fig. 1, the reinforcement bar binding jig further comprises a transverse reinforcement bar supporting component 4 to support the transverse reinforcement bar when a constructor performs binding operation, so as to prevent the reinforcement bar from bending and deforming. Specifically, in this embodiment, the upper surface of the transverse reinforcing bar supporting assembly 4 is flush with the upper surface of the leveling member 12, and the transverse reinforcing bar supporting assembly 4 is spaced apart from the transverse reinforcing bar positioning assembly 1. It can be understood that, the reinforcing bar is probably buckled when the ligature operation, sets up the upper surface of horizontal reinforcing bar supporting component 4 and the upper surface of the 12 piece of making level on same plane to setting up horizontal reinforcing bar supporting component 4 and the 1 interval of horizontal reinforcing bar locating component, can provide the support plane that a contact surface is big, the support range is wide for horizontal reinforcing bar, is favorable to reducing the probability that the reinforcing bar buckles when the ligature, further improves the precision and the ligature quality of the ligature of reinforcing bar.
Optionally, as shown in fig. 1 and 6, the steel bar binding jig further comprises a support assembly 5 to provide support for the steel bar binding jig. Specifically, the support assembly 5 includes a support frame 51. The supporting frame 51 includes a first end 511 and a second end 512 opposite to each other in the longitudinal direction, and the first end 511 is higher than the second end 512, so that the supporting frame 51 is disposed obliquely in the longitudinal direction. The supporting frame 51 further includes a third end 513 and a fourth end 514, which are opposite to each other in the transverse direction, and the third end 513 is higher than the fourth end 514, so that the supporting frame 51 is inclined in the transverse direction. In the present embodiment, the support frame 51 is set to be inclined as a whole, and the inclination angle of the support frame 51 coincides with the inclination angle of the tooth bar. Because the tooth piece reinforcing bar inclines, with carriage 51 and tooth piece reinforcing bar design for the same angle of slope, then during the construction only need with tooth piece reinforcing bar put in proper order on carriage 51 can, need not to consider the slope problem of reinforcing bar too much, simplified construction steps, improved reinforcement's speed greatly, further improved constructor's operating efficiency.
Alternatively, as shown in fig. 1 and 2, the first positioning member 11 includes a positioning portion 111 and a connecting portion 112 arranged at an included angle. The positioning portion 111 is provided with a transverse steel bar positioning groove to position the transverse steel bar. One end of the connecting portion 112 is connected with the first end 511 of the supporting frame 51, and the other end is connected with the second end 512 of the supporting frame 51, so that the connecting portion 112 connects the first end 511 of the supporting frame 51 with the second end 512 along the longitudinal direction, and the supporting frame 51 can provide support for the first positioning member 11, so as to ensure the stability of the first positioning member 11 during construction, and further ensure the positioning accuracy of the transverse steel positioning slot on the first positioning member 11.
Alternatively, as shown in fig. 1, one end of the lateral reinforcing bar support assembly 4 is connected to the first end 511 of the support frame 51, and the other end is connected to the second end 512 of the support frame 51. It can be understood that, the bottom parallel and level of the upper surface of the horizontal reinforcing bar supporting component 4 and the horizontal reinforcing bar positioning groove, then connect the horizontal reinforcing bar supporting component 4 and the first positioning piece 11 together on the supporting frame 51, not only is convenient for constructor to the manufacturing and processing of this reinforcement tie mould, still helps to align the bottom of the upper surface of the horizontal reinforcing bar supporting component 4 and the horizontal reinforcing bar positioning groove, saves the construction time.
Optionally, as shown in fig. 6, the supporting assembly 5 further includes a supporting rod set 52, and the supporting rod set 52 is used for supporting the supporting frame 51. In the present embodiment, the support frame 51 may be selected to be a rectangular frame. Since the supporting frame 51 is disposed to be inclined as a whole, the supporting rod set 52 is connected to the bottom of the supporting frame 51 in order to ensure that the inclination angle of the supporting frame 51 is the same as that of the tooth bar. The support bar group 52 includes a plurality of support bars having different lengths, and the support frame 51 is supported by the support bar group 52. Meanwhile, the supporting frame 51 is supported by the supporting rod group 52 to a certain height, so that the construction personnel can conveniently bind the reinforcing steel bars placed on the supporting frame 51, the construction personnel do not need to squat to bind the reinforcing steel bars on the ground, the labor intensity of the construction personnel is reduced, the physical power is saved, and the operation speed and the operation efficiency are improved.
Alternatively, as shown in fig. 1, in this embodiment, the vertical rebar positioning assembly 3 is attached to the set of support rods 52 to facilitate positioning of the vertical rebar. The vertical rebar support assembly 5 includes a second locator 31 and a connector 32 disposed at an included angle. Vertical steel bar positioning grooves are formed in the second positioning piece 31 to position the vertical steel bars. Connecting piece 32 is along longitudinal connection on the bracing piece group 52, then vertical steel bar locating component 3 is located the coplanar with the third end 513 of carriage 51, so, neither influence putting of reinforcing bar on the horizontal steel bar supporting component 4, the constructor operation of being convenient for can also make the structure of whole reinforcement mould compacter. Of course, in other embodiments, the vertical reinforcing bar positioning assembly 3 may also be directly connected to the supporting frame 51, and can also play a role in positioning the vertical reinforcing bars.
Optionally, road wheels are connected to the bottom of the support assembly 5. So that constructors can push the reinforcement clamping fixture to a specified construction position, time and labor are saved during movement, and the reinforcement operation efficiency is improved.
Optionally, the walking wheel is the universal wheel, conveniently turns to.
Optionally, be provided with brake equipment on the walking wheel, when meetting the barrier, can brake fast and brake, avoid taking place danger. Simultaneously, when constructor carries out the reinforcement operation, effectively avoid this reinforcement mould to take place to remove and then influence the operating efficiency.
Alternatively, as shown in fig. 1 to 5, the transverse bar positioning assembly 1, the longitudinal bar positioning assembly 2, the vertical bar positioning assembly 3 or the transverse bar supporting assembly 4 are made of angle steel. The angle steel is with low costs, and convenient for material selection, and structural strength is high, is difficult for breaking, influences the operation safety. Specifically, in this embodiment, the transverse steel bar positioning component 1, the longitudinal steel bar positioning component 2, the vertical steel bar positioning component 3 and the transverse steel bar supporting component 4 can be made of angle steel. The manufacturing and processing are convenient, the replacement is simple when one of the components is damaged, and the construction operation progress is not influenced.
Optionally, the supporting component 5 is made of angle steel, so that the structural strength is high, the fracture is not easy to occur, and the operation safety is influenced.
Optionally, in this embodiment, the transverse steel bar positioning assembly 1, the longitudinal steel bar positioning assembly 2, the vertical steel bar positioning assembly 3, the transverse steel bar supporting assembly 4 and the supporting assembly 5 are connected by welding. The welding operation is simple, the construction is convenient, the connection performance is good, and the structural rigidity is large. Of course, in other embodiments, the transverse bar positioning members 1, the longitudinal bar positioning members 2, the vertical bar positioning members 3, the transverse bar support members 4 and the support members 5 are detachably connected, for example, bolted. Can enough guarantee structural strength, still convenient to detach, convenient change when certain part damages. Meanwhile, the clamping fixture can be disassembled and stored after the steel bars are bound, and the space of a construction site is not excessively occupied.
The embodiment provides a reinforcement construction method, and the reinforcement mould is used, so that the positioning accuracy of the reinforcement during binding is high, the operation steps are simple, the reinforcement speed is favorably improved, and the reinforcement operation efficiency is further improved.
Specifically, the reinforcement bar binding construction method comprises the following steps:
firstly, the transverse steel bars and the vertical steel bars are taken and integrated, the transverse steel bars are clamped into the transverse steel bar positioning grooves in the first positioning piece 11, the transverse steel bars are placed on the upper surface of the leveling piece 12, and meanwhile the vertical steel bars are clamped into the corresponding vertical steel bar positioning grooves in the vertical steel bar positioning component 3. The transverse steel bar positioning grooves and the vertical steel bar positioning grooves can guarantee the positioning accuracy of the transverse steel bars and the vertical steel bars of the integrated type, so that subsequent binding operation can be performed quickly. The piece 12 of making level can assist the constructor to look for the roughness to horizontal reinforcing bar, and its supporting role prevents that horizontal reinforcing bar from taking place to buckle when horizontal reinforcement simultaneously.
Then, the longitudinal steel bar is placed on the longitudinal steel bar positioning component 2 to position the longitudinal steel bar, and the positioning precision of the longitudinal steel bar is ensured.
And finally, binding the longitudinal steel bars with the integrated transverse steel bars and vertical steel bars.
Optionally, after the horizontal reinforcing bar and the vertical reinforcing bar location with the integral type, tie up horizontal reinforcing bar in horizontal reinforcing bar locating component 1 on, tie up vertical reinforcing bar in vertical reinforcing bar locating component 3 on to the position of the horizontal reinforcing bar of further fixed integral type and vertical reinforcing bar, and can prevent that horizontal reinforcing bar and vertical reinforcing bar from producing the skew and influencing the reinforcement quality when the ligature.
Optionally, the position of the vertical rebars is adjusted using a plumb method. The vertical line method is simple to operate and has obvious positioning effect.
Optionally, after the longitudinal steel bars and the integrated transverse steel bars and vertical steel bars are bound, binding of outer-layer steel bars of the tooth blocks is completed. And then continuously binding the inner-layer steel bars on the outer-layer steel bars according to the designed interval.
Optionally, after the inner and outer layers of steel bars are completely bound, the binding of the transverse steel bars and the transverse steel bar positioning assembly 1 and the binding of the vertical steel bars and the vertical steel bar positioning assembly 3 are removed, so that the bound tooth block steel bars can be conveniently taken down from the clamping fixture.
It should be understood that the above-described embodiments of the present invention are merely examples for clearly illustrating the present invention, and are not intended to limit the embodiments of the present invention. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. And are neither required nor exhaustive of all embodiments. Any modification, equivalent replacement, and improvement made within the spirit and principle of the present invention should be included in the protection scope of the claims of the present invention.
Claims (10)
1. A reinforcement mould, characterized by, includes:
the transverse steel bar positioning device comprises transverse steel bar positioning assemblies (1), wherein a plurality of transverse steel bar positioning assemblies (1) are arranged at intervals along the transverse direction, each transverse steel bar positioning assembly (1) comprises a first positioning piece (11) and a leveling piece (12) which are connected, a plurality of transverse steel bar positioning grooves are formed in the first positioning pieces (11) at intervals along the longitudinal direction, and the upper surfaces of the leveling pieces (12) are flush with the groove bottoms of the transverse steel bar positioning grooves;
a longitudinal steel bar positioning component (2);
vertical steel bar positioning component (3), vertical steel bar positioning component (3) are gone up and have been seted up a plurality of vertical steel bar constant head tanks, a plurality of along longitudinal separation vertical steel bar constant head tank is with a plurality of horizontal steel bar constant head tank one-to-one.
2. A rebar tying jig according to claim 1, further comprising a transverse rebar supporting component (4), wherein the upper surface of the transverse rebar supporting component (4) is flush with the upper surface of the leveling piece (12), and the transverse rebar supporting component (4) and the transverse rebar positioning component (1) are arranged at intervals.
3. A rebar tying jig according to claim 1 further comprising a support assembly (5), the support assembly (5) comprising a support frame (51), the support frame (51) comprising longitudinally opposed first (511) and second (512) ends, the first end (511) being higher than the second end (512), the support frame (51) further comprising transversely opposed third (513) and fourth (514) ends, the third end (513) being higher than the fourth end (514).
4. A reinforcement binding clamping fixture according to claim 3, wherein the first positioning member (11) comprises a positioning portion (111) and a connecting portion (112) arranged at an included angle, the positioning portion (111) is provided with the transverse reinforcement positioning slot, one end of the connecting portion (112) is connected with the first end (511) of the supporting frame (51), and the other end is connected with the second end (512) of the supporting frame (51).
5. A reinforcement tie jig according to claim 3, characterized in that the support assembly (5) further comprises a set of support bars (52), the set of support bars (52) being for supporting the support frame (51).
6. A rebar tying jig according to claim 5, wherein the vertical rebar positioning assemblies (3) are connected to the set of support bars (52).
7. A reinforcement tie jig according to claim 3, wherein road wheels are connected to the bottom of the support assembly (5).
8. A reinforcement bar binding clamping fixture according to any one of claims 1 to 7, characterized in that there are two longitudinal reinforcement bar positioning assemblies (2), two longitudinal reinforcement bar positioning assemblies (2) are arranged at a distance in the longitudinal direction, and the transverse reinforcement bar positioning assembly (1) is connected between the two longitudinal reinforcement bar positioning assemblies (2).
9. A reinforcement bar binding clamping fixture according to any one of claims 1 to 7, characterized in that a plurality of longitudinal reinforcement bar positioning grooves are arranged on the longitudinal reinforcement bar positioning component (2) along the transverse direction at intervals.
10. A reinforcement bar binding construction method using the reinforcement bar binding jig according to any one of claims 1 to 9, the reinforcement bar binding construction method comprising:
taking an integrated transverse steel bar and a vertical steel bar, clamping the transverse steel bar into the transverse steel bar positioning groove on the first positioning piece (11), placing the transverse steel bar on the upper surface of the leveling piece (12), and clamping the vertical steel bar into the corresponding vertical steel bar positioning groove on the vertical steel bar positioning assembly (3);
placing longitudinal steel bars on the longitudinal steel bar positioning assembly (2);
and binding the longitudinal steel bars with the integrated transverse steel bars and vertical steel bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111025456.XA CN113650155A (en) | 2021-09-02 | 2021-09-02 | Steel bar binding mould and steel bar binding construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111025456.XA CN113650155A (en) | 2021-09-02 | 2021-09-02 | Steel bar binding mould and steel bar binding construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN113650155A true CN113650155A (en) | 2021-11-16 |
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| CN213925893U (en) * | 2020-12-02 | 2021-08-10 | 中交一公局集团有限公司 | Jig frame and pier stud construction device |
| CN215903725U (en) * | 2021-09-02 | 2022-02-25 | 中交路桥华东工程有限公司 | Steel bar binding clamping fixture |
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| US20030183742A1 (en) * | 2002-03-27 | 2003-10-02 | Deloach W. Michael | Tilt-up concrete wall panel form and method of fabricating same |
| CN205614824U (en) * | 2016-03-31 | 2016-10-05 | 中铁十六局集团铁运工程有限公司 | Prefabricated web reinforcement mould of T roof beam |
| CN205614823U (en) * | 2016-04-01 | 2016-10-05 | 中铁十六局集团铁运工程有限公司 | Well beam bridge face plate steel rib ligature mould |
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| CN211142837U (en) * | 2019-11-07 | 2020-07-31 | 中交一公局第六工程有限公司 | Corrugated steel web beam tooth block steel bar binding clamping fixture |
| CN213925893U (en) * | 2020-12-02 | 2021-08-10 | 中交一公局集团有限公司 | Jig frame and pier stud construction device |
| CN112847775A (en) * | 2021-03-01 | 2021-05-28 | 中铁二十三局集团第四工程有限公司 | Be used for prefabricated reinforcement bed-jig of component |
| CN215903725U (en) * | 2021-09-02 | 2022-02-25 | 中交路桥华东工程有限公司 | Steel bar binding clamping fixture |
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