CN206796168U - The complete erecting device of prefabricated case beam reinforcing bar is used in construction - Google Patents

Description

Prefabricated box girder steel bar complete installation device for construction

technical field

The utility model relates to the technical field of prefabricated box girder construction molds, in particular to a prefabricated box girder steel bar complete installation device for construction.

Background technique

In the construction process of prefabricated box girder reinforcement, the traditional method is usually to bind the bottom plate and web reinforcement first, and then bind the roof reinforcement after installing the inner and outer molds. Due to the large number and types of steel bars in general box girders, and the high positioning accuracy of embedded parts such as bellows, it is easy to cause positioning deviation in the traditional construction process, and it takes a lot of labor time to adjust the spacing of steel bars and the position of embedded parts such as bellows At the same time, because workers walk too much on the bound and formed steel bars, problems such as steel bar deformation and secondary deviation may be caused, so it is difficult to guarantee the positioning and forming quality of the steel bars of the box girder.

Utility model content

The utility model provides a complete installation device for prefabricated box girder steel bars for construction to solve the technical problem that the steel bar construction in the existing prefabricated box girder construction process, and the positioning and forming quality of the box girder are difficult to be guaranteed.

The utility model provides a complete set of installation device for prefabricated box girder steel bars for construction, which includes a bottom web steel bar mold frame for positioning and binding steel bars at intervals to form a bottom web combined steel bar frame of prefabricated box girders, and a formwork for steel bar interval positioning and binding And form the roof reinforcement tire formwork of the roof reinforcement frame of the prefabricated box girder and the reinforcement frame hoisting device for hoisting and splicing of the roof reinforcement frame and the bottom web composite reinforcement frame and the overall mobile lifting of the prefabricated box girder reinforcement frame.

Further, the formwork for the bottom web reinforcing bar includes at least one set of bottom plate supporting seats arranged longitudinally along the prefabricated box girder and used for positioning the bottom plate reinforcing bars and carrying the bottom plate reinforcing bar frame and the web reinforcing bar frame, and symmetrically arranged on both sides of the bottom plate supporting seat The web lateral support is used for positioning the web reinforcement from both sides of the bottom plate support seat; the web lateral support is arranged in multiple groups along the longitudinal direction of the prefabricated box girder.

Further, the upper part of the floor support seat is arranged longitudinally along the floor support seat with at least two longitudinal floor spacers for raising the floor reinforcement frame and arranged vertically and horizontally along the floor support seat at intervals and bound to form the floor reinforcement frame, the longitudinal floor spacer Arranged parallel to each other, the upper part of the longitudinal floor pads is provided with a plurality of bottom reinforcement grooves for placing horizontal steel bars of the bottom plate along the vertical direction of the longitudinal floor pads, and the bottom steel bars on two adjacent longitudinal floor pads There is a one-to-one correspondence between the opening positions of the slots.

Further, the web lateral support includes a vertical support seat arranged vertically and fixed at the bottom for forming vertical support, and a fixed connection between the vertical support seat and the side of the bottom plate support seat on the same side is used to form an oblique Supported diagonal braces; vertical support seats and/or diagonal braces are provided with push-pull steel bar spacing positioning between the two sets of web side supports that are arranged oppositely and used to move in the horizontal direction to locate the laying position of the web reinforcement device.

Further, the push-pull steel bar spacing positioning device includes a plurality of sleeves fixed to the vertical support seat and/or the diagonal brace and inserted into the sleeves to move axially along the sleeves to adjust the positioning position of the web reinforcement. Rods, adjusting rods and bushings are arranged in one-to-one correspondence.

Further, a bellows positioning device for positioning the bellows in the prefabricated box girder is arranged between two adjacent groups of web lateral supports; the bellows positioning device includes There are vertical rods for supporting and fixing, horizontal rods for positioning the horizontal position of the bellows, and oblique rods for assisting the lateral support of the web to form the position space of the web reinforcement frame.

Further, the roof reinforcement tire formwork includes at least one set of roof support bases arranged longitudinally along the prefabricated box girder and used to carry the roof reinforcement frames and position and bind the roof reinforcement frames, and erected on the roof support bases for walking longitudinally along the roof support bases. A transport trolley for transporting the transverse reinforcement of the roof; rails for the transport trolley are laid on both sides of the support seat of the roof.

Further, the upper part of the roof support base is longitudinally arranged with at least two longitudinal roof pads for raising the roof reinforcement frame and arranged vertically and horizontally along the roof support base and bound to form the roof reinforcement frame. The strips are arranged parallel to each other, and the upper part of the longitudinal roof pad is provided with a plurality of top reinforcement grooves for placing the horizontal reinforcement of the roof along the vertical direction of the longitudinal roof pad. The opening positions of the reinforcement slots correspond one by one.

Further, the steel frame hoisting device includes a triangular truss, and the triangular truss includes an upper chord and two lower chords, and the connection between the upper chord and the lower chord and between the two lower chords is fixed by diagonal braces and/or cross braces As a whole, the upper chord and/or the lower chord is one of solid rods, hollow pipes, and filled pipes; there are multiple hooks on both sides of the bottom of the triangular truss for hoisting or lifting steel frames, and the top of the triangular truss is equipped with There are multiple lifting rings for connecting with a crane for hoisting or hoisting.

Further, the hooks on both sides of the bottom of the triangular truss are symmetrically arranged or staggered; the lifting rings on the top of the triangular truss are in the middle of the triangular truss, or the lifting rings on the top of the triangular truss are arranged at equal intervals along the longitudinal direction of the triangular truss.

The utility model has the following beneficial effects:

The utility model construction prefabricated box girder steel bar complete installation device uses the bottom web steel bar formwork to position and bind the bottom plate steel bar frame and the web steel bar frame into groups, and uses the top plate steel bar formwork to position and bind the top plate steel bar frame. Then use the steel frame hoisting device to lift and assemble the overall steel frame of the prefabricated box girder, and finally use the steel frame hoisting device to hoist the entire steel frame into the prefabricated box girder mold for integral casting of the prefabricated box girder. The entire steel bar binding process is positioned in the respective steel bar positioning and binding molds, which reduces the positioning deviation of the steel bars, eliminates the adjustment process of the steel bar spacing during the later pouring, and speeds up the construction; Walking on the surface of the steel bar reduces the probability of deformation and secondary deviation of the steel bar after positioning and binding, thereby ensuring the positioning and forming quality of the steel bar of the prefabricated box girder. Suitable for box girder prefabrication of various types and sizes.

In addition to the purposes, features and advantages described above, the present invention has other purposes, features and advantages. Below with reference to figure, the utility model is described in further detail.

Description of drawings

The accompanying drawings constituting a part of this application are used to provide a further understanding of the utility model, and the schematic embodiments of the utility model and their descriptions are used to explain the utility model, and do not constitute an improper limitation of the utility model. In the attached picture:

Fig. 1 is the structural representation of the bottom web reinforced tire formwork of the preferred embodiment of the present invention;

Fig. 2 is a structural schematic diagram of a bellows positioning device in a preferred embodiment of the present invention;

Fig. 3 is a schematic structural view of a floor support seat in a preferred embodiment of the present invention;

Fig. 4 is the structural representation of the roof reinforced tire formwork of the preferred embodiment of the present utility model;

Fig. 5 is the front view of Fig. 4;

Fig. 6 is a structural schematic diagram of a steel frame hoisting device in a preferred embodiment of the present invention;

Fig. 7 is a right side view of Fig. 6 .

illustration:

1. Bottom web reinforcement tire formwork; 101, floor support seat; 1011, longitudinal floor pad; 1012, bottom reinforcement groove; 102, web lateral support; 1021, vertical support seat; 1022, diagonal brace; 103 1031. Sleeve; 1032. Adjusting rod; 104. Bellows positioning device; 1041. Vertical bar; 1042. Cross bar; 1043. Slanting bar; 2011, track; 2012, longitudinal roof pad; 2013, top reinforcement groove; 202, transport trolley; 3, hoisting device for steel skeleton; 301, triangular truss; 3011, upper chord; 3012, lower chord; 3013, Diagonal brace; 3014, cross brace; 302, hook; 303, suspension ring.

detailed description

The embodiments of the present utility model will be described in detail below in conjunction with the accompanying drawings, but the present utility model can be implemented in various ways defined and covered below.

Fig. 1 is a schematic diagram of the structure of the bottom web reinforced tire formwork of the preferred embodiment of the utility model; Fig. 2 is a schematic diagram of the structure of the bellows positioning device of the preferred embodiment of the utility model; Fig. 3 is a bottom plate of the preferred embodiment of the utility model Schematic diagram of the structure of the support base; Fig. 4 is a schematic diagram of the structure of the roof steel tire formwork of the preferred embodiment of the utility model; Fig. 5 is the front view of Fig. 4; Fig. 6 is the structure of the steel skeleton hoisting device of the preferred embodiment of the utility model Schematic diagram; Figure 7 is the right view of Figure 6.

As shown in Fig. 1, Fig. 4 and Fig. 6, the prefabricated box girder steel bar complete installation device for construction of this embodiment includes the bottom web steel bar for positioning and binding the steel bars at intervals and forming the bottom web composite steel bar frame of the prefabricated box girder Tire formwork 1, roof reinforcement tire formwork 2 for positioning and binding steel bars at intervals to form a prefabricated box girder roof reinforcement frame 2, and hoisting and splicing for both the roof reinforcement frame and the bottom web composite reinforcement frame and prefabricated box girder reinforcement A steel frame hoisting device 3 for overall mobile hoisting. The utility model construction prefabricated box girder steel bar complete installation device uses the bottom web steel bar formwork 1 to position and bind the bottom plate steel bar frame and the web steel bar frame into groups, and uses the top plate steel bar formwork 2 to position and bind the top plate steel bar frame Forming, then use the steel frame hoisting device 3 to lift and assemble the overall steel frame of the prefabricated box girder, and finally use the steel frame hoisting device 3 to hoist the overall steel frame into the prefabricated box girder mold for integral casting of the prefabricated box girder. The entire steel bar binding process is positioned in the respective steel bar positioning and binding molds, which reduces the positioning deviation of the steel bars, eliminates the adjustment process of the steel bar spacing during the later pouring, and speeds up the construction; Walking on the surface of the steel bar reduces the probability of deformation and secondary deviation of the steel bar after positioning and binding, thereby ensuring the positioning and forming quality of the steel bar of the prefabricated box girder. Suitable for box girder prefabrication of various types and sizes.

As shown in Fig. 1 and Fig. 3, in this embodiment, the bottom web reinforcing bar formwork 1 includes at least one set of longitudinally arranged along the prefabricated box girder and is used for positioning the bottom plate reinforcement and carrying the bottom plate reinforcement frame and the web reinforcement frame. The base plate support base 101 and the web side supports 102 symmetrically arranged on both sides of the base plate support base 101 are used for positioning the web reinforcement from both sides of the base plate support base 101 . The bottom plate support seat 101 and the web lateral support 102 simulate the shape of the box girder, and are combined to form a positioning and binding space for the steel bar frame of the box girder. There are multiple groups of web lateral supports 102 arranged longitudinally along the prefabricated box girder. The web lateral supports 102 are used as segmented units, arranged and combined in the longitudinal direction to form the box girder prefabrication needs of various longitudinal lengths.

As shown in Fig. 1 and Fig. 3, in this embodiment, at least two reinforcement frames for raising the floor are arranged longitudinally along the upper part of the floor support seat 101 along the floor support seat 101, and are arranged and bound vertically and horizontally along the floor support seat 101 at intervals. Longitudinal floor spacers 1011 forming the floor reinforcement frame. The longitudinal floor spacers 1011 are arranged parallel to each other. The upper part of the longitudinal bottom pad 1011 is provided with a plurality of bottom steel bar grooves 1012 for inserting and inserting the horizontal reinforcement of the bottom along the vertical direction of the vertical bottom pad 1011 . The opening positions of the bottom reinforcing bar grooves 1012 on two adjacent longitudinal floor pads 1011 correspond to each other one by one. It is convenient for the accurate positioning of the horizontal steel bars of the bottom plate; the vertical steel bars of the bottom plate are positioned on the horizontal steel bars of the bottom plate by cooperating with the horizontal steel bars of the bottom plate and the longitudinal bottom plate spacers 1011, so as to complete the positioning and binding of the horizontal steel bars of the bottom plate and the longitudinal steel bars of the bottom plate, thereby forming the steel bar frame of the bottom plate.

As shown in FIG. 1 and FIG. 3 , in this embodiment, the web lateral support 102 includes a vertical support base 1021 arranged vertically and fixed at the bottom to form a vertical support. A diagonal brace 1022 for forming an oblique support is fixedly connected between the vertical support seat 1021 and the side of the floor support seat 101 on the same side. The combination of the vertical support seat 1021 and the diagonal brace 1022 forms a triangular stable support frame to improve the overall stress performance and overall stability of the mould. The vertical support base 1021 and/or the diagonal bracing 1022 is provided with a push-pull reinforcement spacing positioning device 103 arranged between two sets of web lateral supports 102 facing oppositely and used to move in the horizontal direction to locate the laying position of the web reinforcement . Utilize the horizontal movement of the push-pull steel bar spacing positioning device 103 to form a fulcrum for restriction, positioning, and binding, so as to accurately position and bind the web steel bars.

As shown in Figures 1 and 3, in this embodiment, the push-pull steel bar spacing positioning device 103 includes a plurality of sleeves 1031 fixed on the vertical support base 1021 and/or the diagonal brace 1022 and inserted into the sleeves 1031 The adjusting rod 1032 is used to move axially along the casing 1031 to locate the positioning position of the web reinforcement. The adjusting rod 1032 is arranged in one-to-one correspondence with the bushing 1031 . The adjustment rods 1032 at different heights are moved horizontally, so as to complete the positioning of the web steel bars at different heights.

As shown in Fig. 1, Fig. 2 and Fig. 3, in this embodiment, a bellows positioning device 104 for positioning the bellows in the prefabricated box girder is arranged between two adjacent groups of web lateral supports 102. The bellows positioning device 104 includes a vertical bar 1041 fixed between the web lateral supports 102 on both sides for supporting and fixing, a cross bar 1042 for positioning the horizontal position of the bellows, and a horizontal bar 1042 for assisting the web lateral supports 102 to form a web. Diagonal bar 1043 in the space of the plate reinforcement frame. A triangular stable support structure is formed by combining the vertical bar 1041 , the horizontal bar 1042 and the oblique bar 1043 . The horizontal bars 1042 of different horizontal heights are used as the positioning datum of the horizontal height position of the bellows, so as to realize the precise positioning and installation of the bellows. Preferably, the outer structure of the bellows positioning device 104 matches the cross-sectional shape of the bottom web reinforced tire formwork 1 .

As shown in Fig. 4 and Fig. 5, in this embodiment, the roof reinforcement tire formwork 2 includes at least one set of roof support bases 201 arranged longitudinally along the prefabricated box girder and used for carrying the roof reinforcement frame and positioning and binding the roof reinforcement frame; The transport trolley 202 erected on the roof support base 201 is used to travel longitudinally along the roof support base 201 to transport the roof transverse reinforcement. Rails 2011 for the transport trolley 202 to travel are laid on both sides of the roof support seat 201 . The transport trolley 202 is used to transport the steel bars, and realize the placement of the steel bars at different positioning positions, reducing the probability of stepping on the steel bars with manual loads.

As shown in Fig. 4 and Fig. 5, in this embodiment, the upper part of the roof support seat 201 is arranged longitudinally along the roof support seat 201 with at least two reinforcing steel frames for raising the roof plate and arranged vertically and horizontally along the roof support seat 201 and The longitudinal roof pads 2012 are bound to form the roof reinforcement frame, and the longitudinal roof pads 2012 are arranged in parallel with each other. The upper part of the longitudinal roof pads 2012 is provided with a plurality of plug-in placements for placing the roof along the vertical direction of the longitudinal roof pads 2012. The top steel bar groove 2013 of the transverse steel bar corresponds to the opening position of the top steel bar groove 2013 on the two adjacent vertical roof pads 2012. It is convenient for the precise positioning of the roof transverse reinforcement; use the roof transverse reinforcement and the longitudinal roof spacer 2012 to coordinate the roof longitudinal reinforcement on the roof transverse reinforcement, thereby completing the positioning and binding of the roof transverse reinforcement and the roof longitudinal reinforcement, thereby forming a roof reinforcement frame.

As shown in FIG. 6 and FIG. 7 , in this embodiment, the steel frame hoisting device 3 includes a triangular truss 301 . The triangular truss 301 includes an upper chord 3011 and two lower chords 3012 . Between the upper chord 3011 and the lower chord 3012 and between two lower chords 3012 are fixed as a whole through the diagonal brace 3013 and/or the cross brace 3014 . The stable triangular truss 301 is used as the basic part of the hoisting to carry out the force bearing and transmission of the hoisting, so as to ensure the overall structural stability of the hoisting device and reduce the chance of instability. The upper chord 3011 and/or the lower chord 3012 is one of a solid rod, a hollow tube, and a filled tube. There are a plurality of hooks 302 distributed on both sides of the bottom of the triangular truss 301 for lifting or transporting the steel frame. The top of the triangular truss 301 is provided with a plurality of hoisting rings 303 for connecting with a crane for hoisting or hoisting.

As shown in FIG. 6 and FIG. 7 , in this embodiment, the hooks 302 on both sides of the bottom of the triangular truss 301 are symmetrically arranged or staggered. The suspension rings 303 on the top of the triangular truss 301 are located in the middle of the triangular truss 301 , or the suspension rings 303 on the top of the triangular truss 301 are arranged at equal intervals along the longitudinal direction of the triangular truss 301 .

During implementation, a complete set of installation device for prefabricated box girder reinforcement is provided, including the bottom web reinforcement formwork, roof reinforcement formwork and reinforcement frame hoisting device. The production of box girder reinforcement can be well completed by using this complete set of equipment. Process, and meet the construction quality requirements, can improve work efficiency and save a lot of labor time.

Technological principle of complete installation device for prefabricated box girder reinforcement for construction

1. Bottom web reinforced tire formwork 1

Main process principle: According to the drawing size of the box girder, use channel steel, angle steel, steel bars, etc. to make the corresponding model frame (bottom web steel bar formwork frame 1). During the construction of the bottom slab reinforcement, workers bind and fix the processed semi-finished reinforcement according to the groove scale on the formwork. During the construction of the web reinforcement, the workers position the processed semi-finished reinforcement through the push-in positioning cards set on both sides of the bottom web reinforcement tire formwork, and at the same time bind the reinforcement to complete the box girder The forming work of the steel skeleton of the bottom web.

As shown in Figure 1, Figure 2 and Figure 3, use [8 channel steel and L5 equilateral angle steel to weld the base (base plate support seat 101), the bottom support is 25 steel bars, and the bottom and both sides of the L5 equilateral angle steel are engraved according to the design drawings Good corresponding groove. Set L5 angle steel tripods (web lateral support 102) on both sides according to the angle of the box girder web. The web is equipped with a simple device that can be inserted and inserted. When inserting, the web reinforcement can be arranged according to the interval (10cm), and the bottom web reinforcement skeleton is formed. It can be pulled out at the end for easy hoisting. The bottom web reinforced tire formwork unit 1 and the bellows positioning device 104 units are arranged at a distance of 1.5m each, and the bellows positioning device 104 unit is arranged at the center of the adjacent bottom web reinforced tire formwork unit 1. Bottom web reinforced tire formwork 1 can make the steel bar skeleton of corresponding length according to the difference of box girder length. After the steel skeleton is processed and formed, the whole is hoisted to the corresponding pedestal.

2. Roof reinforced tire formwork 2

Main process principle: According to the drawing size of the box girder, use channel steel, steel plate, etc. to make the corresponding model frame (roof reinforcement tire formwork frame 2). During the roof reinforcement construction, the workers bind the processed semi-finished steel bars according to the groove scale on the formwork and fix the steel bars, and transport the semi-finished materials through the pushable trolley to avoid the deformation and deviation of the steel bars caused by the frequent trampling of the workers, so that it is convenient and convenient. Fast and high-quality completion of the forming work of the steel skeleton of the box girder roof.

As shown in Fig. 4 and Fig. 5, utilize [8 channel steel to make the top plate supporting seat at the bottom of the top plate reinforced tire formwork frame 2, and arrange it at a distance of 1.5m/track. The upper part is made of [5, [8, and [10] welded to each other to form a bracket, and the layout position and channel steel length are detailed in the attached drawings. After notching the 1cm thick steel plate according to the designed steel bar size and spacing, weld and fix the 1cm thick notched steel plate. Both sides of the upper part adopt [8 channel steel, rollers, templates to make a simple and easy pushable type dolly (transport dolly 202) respectively. Roof reinforcement tire formwork 2 can make the reinforcement skeleton of corresponding length according to the difference of box girder length. After the steel skeleton is processed and formed, the whole is hoisted to the corresponding pedestal.

3. Steel frame hoisting device 3

Process principle: According to the length of the bottom web and roof steel frame, according to the design drawing of this device, make a steel frame hoisting device 3 of corresponding length. By using the steel frame hoisting device 3, the processed steel frame can be well protected from deformation, and the lifting work of the steel frame can be completed safely, quickly and effectively.

As shown in Fig. 6 and Fig. 7, two 80cm * 80cm * 3.5cm square steels are at the bottom of the reinforcement frame hoisting device 3 with a spacing of 1.35m, and [5 channel steel 2m/pass is welded with the square steel in the middle. The top directly above also uses a 80cm×80cm×3.5cm square steel, 1.5m away from the bottom, and uses HRB400, Ф16 steel bars to weld with the bottom square steel. At the node position where the channel steel and the square steel are connected, an iron chain hook is set. Hanging rings are set on the top square steel and wire ropes are threaded to facilitate lifting by gantry cranes and hoisting equipment.

The beneficial effect that this complete set of devices has is:

1. Part of the materials for making this complete set of equipment come from the waste and surplus materials of the project department to save costs;

2. A standardized box girder steel skeleton can be produced according to the design and specification requirements, with beautiful lines and good integrity;

3. The positioning of steel bars and prestressed pipes is accurate, and the construction quality is guaranteed. Through engineering practice, the steel bar spacing and protective layer of beams produced meet the design and specification requirements after testing;

4. The construction efficiency is improved. After the steel skeleton made on the tire formwork frame is hoisted to the predetermined location by the hoisting device, the mold can be installed without subsequent adjustments, and the roof reinforcement can be installed after the inner mold is installed. , the whole process flow is fast and convenient, which greatly saves labor time and labor cost, and improves production efficiency.

The above descriptions are only preferred embodiments of the utility model, and are not intended to limit the utility model. For those skilled in the art, the utility model can have various modifications and changes. Any modification, equivalent replacement, improvement, etc. made within the spirit and principles of the present utility model shall be included in the protection scope of the present utility model.

Claims (10)

1. the complete erecting device of prefabricated case beam reinforcing bar is used in one kind construction, it is characterised in that

Including positioning colligation for spacing of reinforcement and forming the bottom web reinforcement loose tool of the bottom web combined reinforced bar frame of prefabricated case beam Frame (1), position colligation for spacing of reinforcement and form the roof steel bar molding bed rack (2) of the roof steel bar frame of prefabricated case beam and use The steel of lifting is moved integrally in the lifting splicing of both roof steel bar frame and bottom web combined reinforced bar frame and prefabricated case beam reinforced frame Tendons skeleton hanging apparatus (3).

2. the complete erecting device of prefabricated case beam reinforcing bar is used in construction according to claim 1, it is characterised in that

The bottom web reinforcement molding bed rack (1) includes at least one set and is longitudinally arranged along prefabricated case beam and is used to carry out baseplate reinforcing bar Position the backplanes support seat (101) of simultaneously weight tray reinforced frame and web reinforcement frame and be symmetrically laid in the backplanes support seat (101) both sides are used for the lateral support of web (102) positioned from backplanes support seat (101) both sides to web reinforcement；

The lateral support of web (102) has multigroup along prefabricated case beam longitudinal arrangement.

3. the complete erecting device of prefabricated case beam reinforcing bar is used in construction according to claim 2, it is characterised in that

Along the backplanes support seat (101), longitudinally being laid with least two is used for padded bottom on backplanes support seat (101) top Slab ledges and along the backplanes support seat (101) be vertically and horizontally intervally arranged with colligation formed Bottom Board Steel ledges longitudinal base plate pad Bar (1011),

The mutual parallel arrangement of the longitudinal base plate filler strip (1011),

Longitudinal base plate filler strip (1011) top offers multiple Vertical Squares being used for along the longitudinal base plate filler strip (1011) The bottom steel bar groove (1012) of bottom plate transverse steel is placed to draw and insert-type,

The bottom steel bar groove (1012) on adjacent two longitudinal base plate filler strips (1011) opens up position one-to-one corresponding.

4. the complete erecting device of prefabricated case beam reinforcing bar is used in construction according to claim 2, it is characterised in that

The lateral support of web (102) includes the vertical supporting seat that vertically arranged and bottom is fixed for being formed vertical supporting (1021), it is connected between the vertical supporting seat (1021) and backplanes support seat (101) side of homonymy for being formed The diagonal brace (1022) of skewed horizontal load；

Web side described in be provided with being oppositely arranged on the vertical supporting seat (1021) and/or the diagonal brace (1022) two groups To laying between support (102) and for moving in the horizontal direction with the plug-type bar spacing of positioning web reinforcing bar installation position Positioner (103).

5. the complete erecting device of prefabricated case beam reinforcing bar is used in construction according to claim 4, it is characterised in that

The plug-type bar spacing positioner (103) is fixed in the vertical supporting seat (1021) and/or institute including multiple State the sleeve pipe (1031) on diagonal brace (1022) and be interspersed in described sleeve pipe (1031) and be used for along described sleeve pipe (1031) axially The mobile adjusting rod (1032) with positioning web reinforcing bar position location,

The adjusting rod (1032) corresponds with described sleeve pipe (1031) and laid.

6. the complete erecting device of prefabricated case beam reinforcing bar is used in construction according to claim 2, it is characterised in that

It is laid between the lateral support of web described in two adjacent groups (102) for the bellows set location positioning in prefabricated case beam Bellows positioning device (104)；

The bellows positioning device (104) includes being fixed between the lateral support of web described in both sides (102) for supporting admittedly Fixed montant (1041), the cross bar (1042) for the positioning of bellows horizontal level and for aiding in the lateral support of the web (102) brace (1043) in web reinforcement rack position space is formed.

7. the complete erecting device of prefabricated case beam reinforcing bar is used in construction according to any one of claim 1 to 6, its feature exists In,

The roof steel bar molding bed rack (2) include at least one set be longitudinally arranged along prefabricated case beam and be used for load-supporting roof slab ledges with Roof steel bar frame position the top plate supporting seat (201) of colligation and be set up in the top plate supporting seat (201) to be used for edge Top plate supporting seat (201) lengthwise rows walk to transport the travelling bogie (202) of top plate transverse steel；

Top plate supporting seat (201) both sides are equipped with the track (2011) for the travelling bogie (202) walking.

8. the complete erecting device of prefabricated case beam reinforcing bar is used in construction according to claim 7, it is characterised in that

The top of the top plate supporting seat (201) is longitudinally laid with least two along the top plate supporting seat (201) for padded Roof steel bar frame and along the top plate supporting seat (201) be vertically and horizontally intervally arranged with colligation formed roof steel bar frame longitudinal top plate Filler strip (2012),

The mutual parallel arrangement of longitudinal top plate filler strip (2012),

Longitudinal top plate filler strip (2012) top offers multiple Vertical Squares being used for along longitudinal top plate filler strip (2012) The top steel bar groove (2013) of top plate transverse steel is placed to draw and insert-type,

The top steel bar groove (2013) on adjacent two longitudinal top plate filler strips (2012) opens up position one-to-one corresponding.

9. the complete erecting device of prefabricated case beam reinforcing bar is used in construction according to any one of claim 1 to 6, its feature exists In,

The framework of steel reinforcement hanging apparatus (3) includes English truss (301),

The English truss (301) includes a top boom (3011) and two lower booms (3012),

By oblique between the top boom (3011) and the lower boom (3012) and between two lower booms (3012) Strut (3013) and/or singletree (3014) fix as one,

The top boom (3011) and/or the lower boom (3012) are one kind in solid hopkinson bar, hollow pipe, filling pipe；

Multiple suspension hooks (302) for being used for lifting or handling reinforced frame are distributed with English truss (301) two bottom sides,

The top of the English truss (301), which is provided with, multiple to be used to be connected with crane to be lifted or the suspension ring of handling (303).

10. the complete erecting device of prefabricated case beam reinforcing bar is used in construction according to claim 9, it is characterised in that

The symmetrical laying of suspension hook (302) of English truss (301) two bottom sides is laid staggeredly；

The suspension ring (303) at the top of the English truss (301) are in the English truss (301) medium position, or

Equidistantly lay longitudinal direction of the suspension ring (303) along the English truss (301) at the top of the English truss (301).