CN216787826U - 90-degree beam column template system - Google Patents

Abstract

The utility model provides a 90 degree beam column template system, column template system including the structure post, the beam-ends template system of structure beam and the beam bottom mould braced system of structure beam, still include beam column nodal connection system, consolidate the fossil fragments including the triangle area ear, additional reinforcement fossil fragments, dorsal part reinforcement fossil fragments, the beam bolt is worn to the cross, the cross is not worn post bolt and fossil fragments cross reinforcement, the triangle area ear is consolidated fossil fragments and is followed the horizontal interval setting of direction of height and in reentrant corner position department, the triangle area ear is consolidated fossil fragments and additional reinforcement fossil fragments cooperation top, the extension of additional reinforcement fossil fragments is served and is equipped with additional reinforcement ear, vertical alignment passes and vertical locking in proper order through fossil fragments cross reinforcement. The utility model realizes the design of the non-column bolt hole of the 90-degree beam column node template system, avoids the post-stage hole grout filling construction operation, avoids the column end bolt hole from being arranged in the whole template system, improves the integrity of the node column and improves the impression quality of the column after the template is removed.

Description

90-degree beam column template system

Technical Field

The utility model belongs to a template system, and particularly relates to a 90-degree beam column template system.

Background

With the development of construction technology and the change of architectural modeling design, the situation that the number of beam-column nodes is large in a cast-in-place structure is often met. The general rectangular column template mostly adopts a film-coated multilayer plate, the panel is processed in advance according to the size of each side of the column, and then the panel, the back-ridge secondary keel, the main keel and the split bolt are sequentially installed; the side form of the beam connected with the column generally adopts a film-coated multilayer plate, the panel is processed according to the size of each side of the beam in advance, and the reinforcing keel adopts double steel pipes and split bolts; and then, performing node template connection on the beam column node through square steel wood and split bolts.

However, in the prior art, in beam-column joints, particularly in a 90-degree beam-column formwork system, two concave corner junctions and weak positions for reinforcing the back side exist on two sides, bolts are inevitably required to penetrate through the center of a column body, bolt holes are left after the concrete is poured and removed, and although a hole repairing measure is adopted in the subsequent process, the concrete is not as dense as the concrete itself all the time, and the stress of a bearing structure is reduced.

SUMMERY OF THE UTILITY MODEL

The utility model aims to provide a 90-degree beam-column template system, which aims to solve the technical problems that at beam-column joints, in the template supporting process, column-end bolt holes are left after template removal, the integrity of columns is damaged, and the structural bearing capacity is reduced.

In order to achieve the purpose, the utility model adopts the following technical scheme:

a90-degree beam-column template system comprises a column template system of a structural column, a beam-end template system of a structural beam, a beam bottom die supporting system of the structural beam and a beam-column joint connecting system, wherein the structural beam is arranged at 90 degrees on two sides of the structural column,

the beam-end formwork system comprises a beam panel, beam secondary keels and beam main keels, the beam panel comprises a beam bottom panel and a beam side panel, the beam side panel comprises a beam back panel and a beam front panel, the beam secondary keels comprise beam bottom secondary keels, beam back secondary keels arranged at intervals along the height direction of the structural beam and beam front secondary keels, the beam main keels comprise beam bottom die supporting systems, beam back primary keels arranged at intervals along the length direction of the structural beam and beam front primary keels, the lower sides of the beam bottom panel are supported by the beam bottom secondary keels, the beam bottom secondary keels are supported by the beam bottom die supporting systems, the outer sides of the beam back panel are supported by the beam back secondary keels, the outer sides of the beam front panel are supported by the beam front secondary keel, and the beam front secondary keel is supported by the beam front primary keel,

the column width of the structural column is greater than the beam width of the structural beam, the front side of the structural column protrudes out of the front side of the structural beam to form an internal corner, the back side of the structural column is flush with the back side of the structural beam, the column template system comprises a node system within the node range of the beam column and a standard system outside the node range,

the standard system comprises a standard panel, standard secondary keels arranged at intervals along the horizontal direction of the standard panel at vertical through length, and standard main keels arranged at intervals along the height direction of the standard panel at horizontal, wherein the outer side of the standard panel is supported by the standard secondary keels, the outer side of each standard secondary keel is supported by the standard main keel, the end parts of the adjacent opposite side standard main keels are fixedly connected through a standard connecting piece in a pulling manner,

the node system comprises node panels, node secondary keels and node main keels, wherein the node panels comprise node back panels and node side panels, the node back panels are formed by upward extension of standard panels and are in flush butt joint with beam back panels, the node side panels are formed by upward extension of standard panels and are in butt joint with the beam front panels,

the node secondary keel comprises a node back secondary keel and a node side secondary keel, the node back secondary keel is horizontally arranged and is shared with the beam back secondary keel, the node side secondary keel is formed by vertically and upwardly extending a standard secondary keel,

the node main keels comprise node back main keels, the node back main keels are parallel to the beam back main keels and are arranged along the length direction of the node back secondary keels at intervals,

the beam-column joint connecting system is arranged opposite to the structural column and on the left side and the right side in the beam-column joint range and comprises a triangular lug reinforcing keel, an additional reinforcing keel, a back side reinforcing keel, a cross beam penetrating bolt, a cross non-penetrating column bolt and a keel cross reinforcing piece, the triangular lug reinforcing keel and the additional reinforcing keel are correspondingly arranged,

the triangular lug reinforcing keels are horizontally arranged at the positions of the internal corners at intervals along the height direction and comprise long-limb keels, short-limb keels and supporting rods, the long-limb keels, the short-limb keels and the supporting rods form a right-angled triangle, the long-limb keels are supported on the outer sides of the main keels in front of the beams,

the two ends of the supporting rod are respectively and fixedly connected with the outer sides of the long-limb keel and the short-limb keel, the extension ends of the short-limb keels in the triangular lug reinforcing keels at the two sides exceed the node side secondary keel, the extension ends of the short-limb keels at the two sides are vertically and crosswise arranged and supported at the outer side of the node side secondary keel,

the structural beams on two sides comprise a subsidiary side and a mother side, the additional reinforcing keels are lug-free reinforcing keels of single steel pipes, the lug-free reinforcing keels and long-limb keels of the triangular lug-free reinforcing keels on the mother side are correspondingly arranged in groups one by one to form the mother side reinforcing keels, the mother side reinforcing keels are supported on the outer sides of the front main keels of the side beams, the distance between the two steel pipes of the mother side reinforcing keels is matched with a cross beam-penetrating bolt,

the short-limb keels of the triangular lug reinforcing keels at the female side are supported on the outer sides of the secondary keels at the node sides, the two triangular lug reinforcing keels at the secondary sides are arranged in pairs, the long-limb keels are supported on the outer sides of the front main keels of the side beams, the short-limb keels are supported on the outer sides of the secondary keels at the node sides at the secondary sides, the short-limb keels at the female side are correspondingly clamped on the upper and lower sides of the short-limb keel group at the secondary sides respectively and are fastened by the respective first reinforcing lugs through the vertical alignment and the keel cross reinforcing members sequentially penetrating through the first reinforcing lugs,

the dorsal part is consolidated fossil fragments and is corresponded the setting with the V-belt ear around consolidating fossil fragments, and the dorsal part is consolidated fossil fragments and is led to the long outside that sets up, prop up at roof beam back main joist and node back main joist along the dorsal part level of structural beam and structural column, the cross is worn roof beam bolt level and is run through structural beam, front and back and draw in proper order and connect long limb fossil fragments, roof beam front main joist, roof beam back main joist and dorsal part and consolidate fossil fragments, the cross does not wear the outside that column bolt lock solid top is tight at node back main joist and dorsal part reinforcement fossil fragments.

The lower floor steel pipe extension of fossil fragments is consolidated to the dorsal part of female side, and also perpendicular cross arrangement between the dorsal part of its extension end and son side consolidates the fossil fragments extension end, and the two lower floor steel pipes of the adjacent two sets of dorsal parts of female side consolidate the fossil fragments correspond respectively to press from both sides and establish in the upper and lower both sides that the dorsal part of son side set up in groups consolidates the fossil fragments, and the extension end that the fossil fragments were consolidated to both sides dorsal part all is equipped with the third and consolidates the ear and form monaural and consolidate the fossil fragments, also passes in proper order and vertical locking through fossil fragments cross reinforcement between the monaural reinforcement fossil fragments.

The beam secondary joist, the standard secondary joist and the node secondary joist are steel-wood square joists, and the beam main joist, the standard main joist, the node main joist and the dorsal reinforcing joist are double steel pipe joists consisting of two steel pipes.

The triangular lug reinforcing keel is a single steel pipe keel, the supporting rod is a steel bar or round steel, the first reinforcing lug is a C-shaped structure with an opening facing the short-limb keel and vertical to the short-limb keel, the triangular lug reinforcing keel comprises two first side plates and a first back plate which are opposite up and down, two ends of the first back plate are fixedly connected with the outer ends of the first side plates, the inner ends of the two first side plates are cambered surfaces which are matched with the outer contour of the short-limb keel, the cambered surfaces of the two first side plates are respectively clamped at two sides of the short-limb keel and fixedly connected with the short-limb keel, the outer end parts of the two first side plates are respectively provided with side plate connecting holes for the keel cross reinforcing part to penetrate through,

the third is reinforced the ear and is opening single ear reinforcement fossil fragments and rather than vertically C type, including two upper and lower dead third sideboard and third backplate, the both ends of third backplate and the outer end fixed connection of third sideboard, the inner of two third sideboard is the cambered surface, and this cambered surface suits with the outline that single ear reinforcement fossil fragments, and the cambered surface of two third sideboard centre gripping is in the both sides and the fixed connection of single ear reinforcement fossil fragments respectively, and the outer tip of two third sideboard all opens the sideboard connecting hole that supplies fossil fragments cross reinforcement to run through, and the sideboard connecting hole on each third sideboard aligns and passes and vertical locking in proper order through fossil fragments cross reinforcement.

Fossil fragments cross reinforcement includes threaded mobile jib, handle ring, backing plate, reinforcement gasket and reinforcement nut, handle ring fixed connection is in the one end of mobile jib, backing plate, reinforcement gasket and reinforcement nut all overlap on the mobile jib, reinforcement gasket thickness equals twice triangle area ear and consolidates fossil fragments and sets up the distance, is located between the same group two adjacent reinforcement ears about, still be equipped with the backing plate connecting hole that corresponds the sideboard connecting hole on the reinforcement backing plate, the mobile jib passes sideboard connecting hole and backing plate connecting hole in proper order, and it is spacing that the head of mobile jib passes through the handle ring, and the afterbody of mobile jib passes through reinforcement gasket and reinforcement nut fastening.

The cross beam-penetrating bolt comprises a long screw rod, four beam-penetrating mountain-shaped clamping cards, a long screw rod gasket and a long screw rod nut, arc-shaped sleeve openings of the beam-penetrating mountain-shaped clamping cards face the center of the long screw rod, the beam-penetrating mountain-shaped clamping cards are divided into two groups which are respectively sleeved at two ends of the long screw rod, in each two beam-penetrating mountain-shaped clamping cards, the inner beam-penetrating mountain-shaped clamping cards are horizontally arranged, the outer beam-penetrating mountain-shaped clamping cards are vertically arranged, the outer beam-penetrating mountain-shaped clamping cards tightly support the inner beam-penetrating mountain-shaped clamping cards, the inner beam-penetrating mountain-shaped clamping cards support the outer sides of the front main keel and the back main keel of the beam, the outer beam-penetrating mountain-shaped clamping cards support the outer sides of the long-limb keel and the back reinforcing keel, and the tail part of the long screw rod is fastened through the long screw rod gasket and the long screw rod nut,

the cross non-penetrating stud bolt comprises a short screw, two non-penetrating stud mountain-shaped clamps, a short screw gasket, a short screw outer nut and a short screw inner nut, the arc-shaped sleeve openings of the non-penetrating column mountain-shaped clamps are opposite, the non-penetrating column mountain-shaped clamps are vertically arranged and are respectively sleeved at the two ends of the short screw rod, the two non-penetrating column mountain-shaped clamps are respectively an inner non-penetrating column mountain-shaped clamp and an outer non-penetrating column mountain-shaped clamp, the arrangement distance between the inner non-penetrating column mountain-shaped clamp and the outer non-penetrating column mountain-shaped clamp is matched with the arrangement distance between the node back main keel and the back side reinforcing keel, the inner non-penetrating column mountain-shaped clamp is horizontally arranged, the outer non-penetrating column mountain-shaped clamp is vertically arranged, the inner side non-penetrating column mountain-shaped clamp supports are supported on the inner side of the node back main keel, the outer side non-penetrating column mountain-shaped clamp supports are supported on the outer side of the back reinforcing keel, the inner end part of the short screw is fastened with the inner nut of the short screw through a short screw gasket, and the outer end part of the short screw is fastened with the outer nut of the short screw through a short screw gasket.

Compared with the prior art, the utility model has the following characteristics and beneficial effects:

according to the utility model, the template system at the position of the beam-column connection node is designed in a whole set, the problem of leaving of a column-end bolt hole is eliminated, and the beam-column node connection system is integrally arranged.

The utility model realizes the design of the column-free bolt holes of the beam column node template system, realizes the template support of the yin-yang angle parts of the beam column nodes with different sizes, simultaneously realizes the reutilization of steel pipes and reinforcing members, reduces the construction cost, avoids the later-stage hole grout-filling construction operation, avoids the bolt holes at the column ends of the whole template system, improves the integrity of the node columns and improves the impression quality of the columns after the template removal.

Drawings

The present invention will be described in further detail with reference to the accompanying drawings.

Fig. 1 is a schematic front side structure diagram of an embodiment of the present invention.

Fig. 2 is a schematic diagram of a backside structure according to an embodiment of the utility model.

Fig. 3 is a schematic bottom side structure of the embodiment of the present invention.

Fig. 4 is an enlarged view of the top front side structure of fig. 1.

FIG. 5 is a schematic view of the concrete poured in the embodiment.

Figure 6 is a schematic view of the connection of the beam-column joint connection system to each main runner in the embodiment.

Fig. 7 is a schematic view of the backside structure of fig. 6.

Figure 8 is a schematic view of figure 6 with the main runner removed.

Fig. 9 is an exploded view of the structure of fig. 8.

Figure 10 is a schematic view of a single lug reinforcement keel.

Figure 11 is a schematic view of the construction of a reinforcement keel with triangular lugs.

FIG. 12 is a schematic view of a standard pull tab construction.

Fig. 13 is a schematic structural view of a cross non-penetrating stud.

Figure 14 is a schematic view of a keel cross reinforcement.

Fig. 15 is a schematic structural view of a cross beam bolt.

Reference numerals:

1-beam panel, 11-beam bottom panel, 12-beam back panel, 13-beam front panel,

2-beam secondary joist, 21-beam bottom secondary joist, 22-beam back secondary joist, 23-beam front secondary joist,

3-beam main keel, 31-internal corner, 32-beam back main keel, 33-beam front main keel,

4-standard panel, 5-standard secondary keel, 6-standard main keel,

7-node panel, 71-node back panel, 72-node side panel, 73-node front panel,

8-node secondary keel, 81-node back secondary keel, 82-node side secondary keel, 83-node front secondary keel,

9-node main keel,

10-triangle with ear reinforcing keel, 101-long-limb keel, 102-short-limb keel, 103-supporting rod,

14-additional reinforced keel, 142-ear-free reinforced keel, 143-single ear reinforced keel,

15-dorsal reinforcing keel,

16-cross beam-penetrating bolt, 161-long screw, 162-beam-penetrating mountain-shaped clamp, 163-long screw gasket, 164-long screw nut, 17-cross non-penetrating stud bolt, 171-short screw, 172-non-penetrating mountain-shaped clamp, 173-short screw gasket, 174-short screw outer nut, 175-short screw inner nut,

18-keel cross reinforcement, 181-stem, 182-operating ring, 183-shim plate, 184-reinforcement washer, 185-reinforcement nut,

19-a first reinforcing lug, 191-a first side plate, 192-a first back plate,

24-side plate connecting hole, 25-standard pulling connecting piece, 26-child side, 27-mother side,

28-third reinforcing ears, 281-third side plate, 282-third back plate.

Detailed Description

Referring to fig. 1-5, a 90-degree beam-column formwork system includes a column formwork system of a structural column, a beam-end formwork system of a structural beam, a beam bottom formwork support system of a structural beam, and a beam-column joint connection system, wherein the structural beam is disposed at 90 degrees on both sides of the structural column.

The beam end template system comprises a beam panel 1, beam secondary keels 2 and beam main keels 3, the beam panel comprises a beam bottom panel 11 and a beam side panel, the beam side panel comprises a beam back panel 12 and a beam front panel 13, the beam secondary keels comprise beam bottom secondary keels 21, beam back secondary keels 22 and beam front secondary keels 23 which are arranged along the horizontal length of the interval of the height direction of the structural beam, the beam main keels 3 comprise beam bottom die supporting systems, beam back main keels 32 and beam front main keels 33 which are arranged along the vertical interval of the length direction of the structural beam, the lower sides of the beam bottom panel 11 are supported by the beam bottom secondary keels 21, the beam bottom secondary keels 21 are supported by the beam bottom die supporting systems, the outer sides of the beam back panel 12 are supported by the beam back secondary keels 22, the beam back secondary keels 22 are supported by the beam back primary keels 32, the outer sides of the beam front panel 13 are supported by the beam front secondary keels 23, the girder front secondary girders 23 are supported by the girder front main girders 33.

The column width of the structural column is larger than the beam width of the structural beam, the front side of the structural column protrudes out of the front side of the structural beam to form a reentrant angle 31, the back side of the structural column is flush with the back side of the structural beam, and the column template system comprises a node system within the node range of the beam column and a standard system outside the node range.

The standard system includes standard panel 4, the standard secondary joist 5 that sets up and the standard main joist 6 that sets up along the direction of height interval level of standard panel 4 along the vertical logical length setting in horizontal direction interval of standard panel 4, 5 tops of standard secondary joist are passed through in the outside of standard panel 4, 6 tops of standard main joist are passed through in the outside of standard secondary joist 5, draw between the tip of contralateral adjacent standard main joist 6 to connect through the standard 25 and draw and connect fixedly.

Node system includes node panel 7, node secondary joist 8 and node main joist 9, node panel 7 includes dorsal node backplate 71 and the node side board 72 on left and right sides, and node backplate 71 upwards extends by standard panel 4 and forms, dock with roof beam backplate 12 parallel and level, and the node side board upwards extends by standard panel 4 and forms, meets with roof beam front panel 13, node secondary joist 8 includes node back secondary joist 81 and the node side secondary joist 82 on left and right sides, node back secondary joist 81 level sets up, with roof beam back secondary joist 22 common to the length, node side secondary joist is formed by the vertical upwards extension of standard secondary joist 5, node main joist 9 includes node back main joist, node back main parallel keel roof beam back main joist 32, the vertical interval setting of length direction along node back secondary joist 81.

Referring to fig. 6-15, the beam-column joint connecting system is arranged on the left side and the right side of a structural column within the range of a beam-column joint and comprises a triangular lug reinforcing keel 10, an additional reinforcing keel 14, a dorsal reinforcing keel 15, a cross beam-penetrating bolt 16, a cross non-penetrating stud 17 and a keel cross reinforcing member 18, wherein the triangular lug reinforcing keel 10 is arranged corresponding to the additional reinforcing keel 14.

The triangular lug reinforcing keel 10 is horizontally arranged at the position of the internal corner 31 at intervals along the height direction and comprises a long-limb keel 101, a short-limb keel 102 and a support rod 103, the long-limb keel 101, the short-limb keel 102 and the support rod 103 form a right triangle, the long-limb keel 101 is supported on the outer side of a main keel 33 in front of a beam, two ends of the support rod 103 are respectively and fixedly connected with the outer sides of the long-limb keel 101 and the short-limb keel 102,

the extension ends of the short-limb keels 102 in the reinforcing keels 10 with the triangular lug at the two sides exceed the node side secondary keels 82, and the extension ends of the short-limb keels 102 at the two sides are vertically crossed and supported at the outer sides of the node side secondary keels 82.

The structural beam of both sides includes child side 26 and female side 27, additional reinforcement fossil fragments 14 are the no ear of single steel pipe and consolidate fossil fragments 142, and no ear consolidates fossil fragments and the long limb fossil fragments 101 of the triangle area ear reinforcement fossil fragments 10 of female side one-to-one sets up in groups and forms female side reinforcement fossil fragments, and female side reinforcement fossil fragments prop up in the outside of main fossil fragments 33 before this curb girder, and the distance between two steel pipes of female side reinforcement fossil fragments suits with cross beam-penetrating bolt 16.

The short-limb keels 102 of the female side triangular lug reinforcing keel 10 are supported on the outer side of the node side secondary keels 82, the secondary side triangular lug reinforcing keels 10 are arranged in pairs, the long-limb keels 101 of the secondary side triangular lug reinforcing keel are supported on the outer side of the front main keel 33 of the side beam, the short-limb keels 102 of the secondary side triangular lug reinforcing keel are supported on the outer side of the node side secondary keel 82 of the secondary side triangular lug reinforcing keel, the female side short-limb keels 102 are correspondingly clamped on the upper side and the lower side of the secondary side short-limb keel 102 group respectively, and are vertically aligned through respective first reinforcing lugs 19 and the keel cross reinforcing members 18 sequentially penetrate through the first reinforcing lugs 19 for fastening.

The dorsal part is consolidated fossil fragments 15 and is corresponded the setting around the triangle area ear reinforcing fossil fragments 10, and dorsal part is consolidated fossil fragments 15 and is led to long setting, prop up the outside at roof beam back main joist 32 and node back main joist along the dorsal part level of structural beam and structural column, the cross is worn roof beam bolt 16 level and is run through structural beam, front and back and draw in proper order and connect long limb fossil fragments 101, roof beam front main joist 33, roof beam back main joist 32 and dorsal part reinforcing fossil fragments 15, the cross does not wear post bolt 17 lock solid top tightly in the outside of node back main joist and dorsal part reinforcing fossil fragments 15.

The lower floor steel pipe extension of the dorsal part reinforcing keel 15 of female side, also perpendicular cross arrangement between the dorsal part reinforcing keel 15 extension end of its extension end and son side, the two lower floor steel pipes of the adjacent two sets of dorsal parts reinforcing keels 15 of female side correspond respectively to press from both sides and establish the upper and lower both sides of the dorsal part reinforcing keel 15 that the son side set up in groups, the extension end of both sides dorsal part reinforcing keel 15 all is equipped with the third and strengthens ear 28 formation monaural reinforcing keel 143, also pass in proper order and vertical locking through fossil fragments cross reinforcement 18 between the monaural reinforcing keel 143.

In this embodiment, roof beam secondary joist 2, standard secondary joist 5 and node secondary joist 8 are steel wood square joist, roof beam main joist 3, standard main joist 6, node main joist 9 and dorsal part reinforcement fossil fragments 15 are the two steel pipe fossil fragments that the twice steel pipe is constituteed.

Referring to fig. 11, the triangular lug reinforcing keel 10 is a single steel tube keel, the support rod 103 is a steel bar or a round steel bar, the first reinforcing lug 19 is a C-shaped structure with an opening facing the short-limb keel 102 and perpendicular to the short-limb keel, and includes two first side plates 191 and a first back plate 192 which are opposite to each other, two ends of the first back plate 192 are fixedly connected with outer ends of the first side plates 191, inner ends of the two first side plates 191 are cambered surfaces which are adapted to an outer contour of the short-limb keel 102, the cambered surfaces of the two first side plates 191 are respectively clamped at two sides of the short-limb keel 102 and fixedly connected, and outer end portions of the two first side plates 191 are respectively provided with side plate connecting holes 24 for the keel cross reinforcement 18 to penetrate through.

Referring to fig. 10, the third reinforcing lug 28 is a C-shaped structure with an opening facing the single lug reinforcing keel and perpendicular to the single lug reinforcing keel, and includes two third side plates 281 and a third back plate 282 which are opposite to each other, two ends of the third back plate 282 are fixedly connected to outer ends of the third side plates 281, inner ends of the two third side plates 281 are arc surfaces, the arc surfaces are adapted to an outer contour of the single lug reinforcing keel, the arc surfaces of the two third side plates 281 are respectively clamped at two sides of the single lug reinforcing keel and fixedly connected to the two side plates 281, outer end portions of the two third side plates 281 are respectively provided with side plate connection holes 24 through which keel cross reinforcements 18 penetrate, and the side plate connection holes 24 on the third side plates 281 are aligned and sequentially penetrate through the keel cross reinforcements 18 and are vertically locked.

In the embodiment, two groups of the reinforcing keels with the sub-side triangular belt lugs are four, and two rows of the cross beam penetrating bolts are arranged on the sub-side triangular belt lugs; the two groups of the female side triangular belt lug reinforcing keels are four, the four additional reinforcing keels are arranged, the two additional reinforcing keels correspond to each other one by one, and the four rows of female side cross beam penetrating bolts are arranged; every group's V-belt ear of child side consolidates fossil fragments and female side and V-belt ear and consolidates fossil fragments and lock through two relative fossil fragments cross reinforcement that insert opposite direction from top to bottom, and the dorsal part of child side consolidates the fossil fragments and sets up two sets of totally four, and the dorsal part of female side consolidates the fossil fragments and sets up four groups totally eight, and wherein lower floor's reinforcing bar in every group and the dorsal part of child side consolidate the fossil fragments and pass in proper order and vertical locking through two relative fossil fragments cross reinforcement that insert opposite direction from top to bottom.

Referring to fig. 14, the keel cross reinforcement 18 includes a main rod 181 with threads, an operating ring 182, a base plate 183, a reinforcement washer 184 and a reinforcement nut 185, the operating ring 182 is fixedly connected to one end of the main rod 181, the base plate 183, the reinforcement washer 184 and the reinforcement nut 185 are all sleeved on the main rod 181, the thickness of the reinforcement washer 183 is equal to the distance between two triangular lug reinforcement keels 10 and is located between two upper and lower adjacent reinforcement lugs of the same group, a base plate 183 connecting hole corresponding to the side plate connecting hole 24 is further formed in the reinforcement washer 183, the main rod 181 sequentially passes through the side plate connecting hole 24 and the base plate 183 connecting hole, the head of the main rod 181 is limited by the operating ring 182, and the tail of the main rod 181 is fastened by the reinforcement washer 184 and the reinforcement nut 185.

Referring to fig. 15, the cross-shaped through beam bolt 16 includes a long screw 161, four through beam mountain-shaped clamps 162, a long screw gasket 163 and a long screw nut 164, the arc-shaped openings of the through beam mountain-shaped clamps 162 face the center of the long screw 161, the through beam mountain-shaped clamps 162 are divided into two groups, the two groups are respectively sleeved at two ends of the long screw 161, in each group of two through beam mountain-shaped clamps 162, the inner through beam mountain-shaped clamp 162 is horizontally disposed, the outer through beam mountain-shaped clamp 162 is vertically disposed, the outer through beam mountain-shaped clamp 162 tightly supports the inner through beam mountain-shaped clamp 162, the inner through beam mountain-shaped clamp 162 supports the outer sides of the front beam main keel 33 and the back beam main keel 32, the outer through beam mountain-shaped clamp 162 supports the outer sides of the long-leg keel 101 and the back-side reinforcing keel 15, and the tail of the long screw 161 is fastened by the long screw gasket 163 and the long screw nut 164.

Referring to fig. 13, the cross stud bolt 17 includes a short screw 171, two non-penetrating pin-type clips 172, a short screw washer 173, a short screw outer nut 174 and a short screw inner nut 175, the arc openings of the non-penetrating pin-type clips 172 are opposite, the non-penetrating pin-type clips 172 are vertically disposed and respectively sleeved at two ends of the short screw 171, the two non-penetrating pin-type clips 172 are respectively an inner non-penetrating pin-type clip 172 and an outer non-penetrating pin-type clip 172, a disposition distance between the inner non-penetrating pin-type clip 172 and the outer non-penetrating pin-type clip 172 is adapted to a disposition distance between the node back main keel and the back reinforcing keel 15, the inner non-penetrating pin-type clip 172 is horizontally disposed, the outer non-penetrating pin-type clip 172 is vertically disposed, the inner non-penetrating pin-type clip 172 is supported on an inner side of the node back main keel, the outer non-penetrating pin-type clip 172 is supported on an outer side of the back reinforcing keel 15, the inner end of the short screw 171 is fastened to the short screw inner nut 175 by a short screw 171 spacer, and the outer end of the short screw 171 is fastened to the short screw outer nut 174 by a short screw 171 spacer.

The construction method of the 90-degree beam column template system comprises the following construction steps:

designing the size, the number and the arrangement position of a column template system, a beam end template system and a beam bottom die supporting system according to the size of a column structure and a beam structure, and processing the column template system, the beam end template system and the beam bottom die supporting system in a factory, wherein each beam side panel is provided with a bolt hole;

secondly, firstly erecting a column standard system of the structural column, reserving the erecting position of a node system of the structural column, and then erecting a beam bottom die supporting system which is generally a scaffold support;

and step three, integrally erecting a node system and a beam end template system of the structural column, wherein the node system and the beam end template system are fastened through a beam column node connecting system, the node system and the beam end template system are erected firstly, a beam back main keel 32 and the node back main keel are erected through a back side reinforcing keel 15 which is aligned with a long limb keel 101 of the triangular lug reinforcing keel 10 in the front-back direction, the long limb keel 101 of each triangular lug reinforcing keel 10 is matched with a lug-free reinforcing keel, the beam end template system is fastened through cross beam penetrating bolts 16, the back side of the node system part is fastened through cross non-penetrating column bolts 17, reinforcing lugs at the extending ends of the short limb keels 102 of the triangular lug reinforcing keels 10 at two sides are locked through keel cross reinforcing members 18, and finally, the reinforcing lugs at the extending ends of the back side reinforcing keels 15 are locked through keel cross reinforcing members 18.

Claims (6)

1. The utility model provides a 90 degree beam column template system, includes the beam-ends template system of the post template system of structure post, structure roof beam and the roof beam die block braced system of structure roof beam, its characterized in that: also comprises a beam column node connecting system, the structural beam is arranged at 90 degrees on two sides of the structural column,

the beam end template system comprises a beam panel (1), beam secondary keels (2) and beam main keels (3), the beam panel comprises a beam bottom panel (11) and a beam side panel, the beam side panel comprises a beam back panel (12) and a beam front panel (13), the beam secondary keels comprise beam bottom secondary keels (21), beam back secondary keels (22) and beam front secondary keels (23) which are arranged along the horizontal length direction of the interval of the structural beam height direction, the beam main keels (3) comprise a beam bottom die supporting system, beam back primary keels (32) and beam front primary keels (33) which are arranged along the vertical interval of the structural beam length direction, the lower side of the beam bottom panel (11) is supported through the beam bottom secondary keels (21), the beam bottom secondary keels (21) are supported through the beam bottom die supporting system, the outer side of the beam back panel (12) is supported through the beam back secondary keels (22), and the beam back secondary keels (22) are supported through the beam back primary keels (32), the outer side of the beam front panel (13) is supported by a beam front secondary keel (23), the beam front secondary keel (23) is supported by a beam front main keel (33),

the column width of the structural column is greater than the beam width of the structural beam, the front side of the structural column protrudes out of the front side of the structural beam to form a reentrant corner (31), the back side of the structural column is flush with the back side of the structural beam, the column template system comprises a node system within the node range of the beam column and a standard system outside the node range,

the standard system comprises a standard panel (4), standard secondary keels (5) arranged at intervals along the horizontal direction of the standard panel (4) and standard main keels (6) horizontally arranged along the height direction of the standard panel (4), the outer sides of the standard panel (4) are propped up by the standard secondary keels (5), the outer sides of the standard secondary keels (5) are propped up by the standard main keels (6), the end parts of the standard main keels (6) adjacent to the opposite side are fixedly connected by a standard connecting piece (25) in a pulling mode,

the node system comprises node panels (7), node secondary keels (8) and node main keels (9), wherein each node panel (7) comprises a node back panel (71) on the back side and node side panels (72) on the left side and the right side, each node back panel (71) is formed by upward extending of a standard panel (4) and is in flush butt joint with a beam back panel (12), each node side panel is formed by upward extending of the standard panel (4) and is connected with a beam front panel (13),

the node secondary keel (8) comprises a node back secondary keel (81) and node side secondary keels (82) on the left side and the right side, the node back secondary keel (81) is horizontally arranged and shared with the beam back secondary keel (22) in a through length mode, the node side secondary keel is formed by vertically and upwardly extending a standard secondary keel (5),

the node main keels (9) comprise node back main keels, the node back main keels are parallel to the beam back main keels (32) and are arranged along the length direction of the node back secondary keels (81) at intervals in the vertical direction,

the beam-column joint connecting system is arranged on the left side and the right side of a structural column in a beam-column joint range and comprises a triangular lug reinforcing keel (10), an additional reinforcing keel (14), a back side reinforcing keel (15), a cross beam-penetrating bolt (16), a cross non-penetrating column bolt (17) and a keel cross reinforcing piece (18), wherein the triangular lug reinforcing keel (10) and the additional reinforcing keel (14) are correspondingly arranged,

the triangular lug reinforcing keel (10) is horizontally arranged at the position of an internal corner (31) at intervals along the height direction and comprises a long-limb keel (101), a short-limb keel (102) and a support rod (103), the long-limb keel (101) and the short-limb keel form a right triangle, the long-limb keel (101) is supported on the outer side of a main keel (33) in front of a beam,

two ends of the supporting rod (103) are respectively fixedly connected with the outer sides of the long-limb keels (101) and the short-limb keels (102), the extension ends of the short-limb keels (102) in the triangular lug reinforcing keels (10) at two sides exceed the node side secondary keels (82), the extension ends of the short-limb keels (102) at two sides are vertically arranged in a crossed manner and support the outer sides of the node side secondary keels (82),

the structural beams on two sides comprise a subsidiary side (26) and a main side (27), the additional reinforcing keels (14) are lug-free reinforcing keels (142) of single steel pipes, the lug-free reinforcing keels and long-limb keels (101) of the triangular lug-free reinforcing keel (10) on the main side are correspondingly arranged in groups one by one to form the main side reinforcing keel, the main side reinforcing keel is supported on the outer side of the front main keel (33) of the side beam, the distance between two steel pipes of the main side reinforcing keel is matched with a cross beam-penetrating bolt (16),

short-limb keels (102) of the female side triangular lug reinforcing keels (10) are supported and supported at the outer sides of the node side secondary keels (82), two secondary triangular lug reinforcing keels (10) are arranged in pairs, long-limb keels (101) are supported and supported at the outer sides of the side beam front main keels (33), the short-limb keels (102) are supported and supported at the outer sides of the side node side secondary keels (82), the female side short-limb keels (102) are correspondingly clamped at the upper side and the lower side of the secondary side short-limb keel (102) respectively, and are vertically aligned through respective first reinforcing lugs (19) and keel cross reinforcing members (18) sequentially penetrate through the first reinforcing lugs (19) for fastening,

the dorsal reinforcing keel (15) and the triangular lug reinforcing keel (10) are correspondingly arranged in the front and back, the dorsal reinforcing keel (15) is arranged along the dorsal horizontal through length of a structural beam and a structural column and supported on the outer sides of a beam back main keel (32) and a node back main keel, the cross beam penetrating bolt (16) horizontally penetrates through the structural beam, sequentially stretches and connects the long limb keel (101), the beam front main keel (33), the beam back main keel (32) and the dorsal reinforcing keel (15), the cross non-penetrating bolt (17) is locked and supported tightly on the outer sides of the node back main keel and the dorsal reinforcing keel (15),

the lower floor steel pipe extension of fossil fragments (15) is consolidated to the dorsal part of female side, also perpendicular intersection setting between dorsal part reinforcement fossil fragments (15) the extension end of its extension end and son side, the upper and lower both sides of dorsal part reinforcement fossil fragments (15) that the adjacent two sets of dorsal parts of female side were consolidated fossil fragments (15) are correspondingly pressed from both sides respectively and are established in son side and set up in groups, the extension end of both sides dorsal part reinforcement fossil fragments (15) all is equipped with third reinforcement ear (28) and forms monaural reinforcement fossil fragments (143), also pass in proper order and vertical locking through fossil fragments cross reinforcement (18) between monaural reinforcement fossil fragments (143).

2. The 90 degree beam column formwork system of claim 1, wherein: beam secondary joist (2), standard secondary joist (5) and node secondary joist (8) are steel wood square joist, beam main joist (3), standard main joist (6), node main joist (9) and dorsal reinforcing joist (15) are the two steel pipe fossil fragments that the twice steel pipe is constituteed.

3. The 90 degree beam column formwork system of claim 2, wherein: the triangular lug reinforcing keel (10) is a single steel pipe keel, the supporting rod (103) is a steel bar or a round steel, the first reinforcing lug (19) is an opening facing the short-limb keel (102) and is C-shaped vertical to the short-limb keel, the triangular lug reinforcing keel comprises two first side plates (191) and a first back plate (192) which are right up and down, two ends of the first back plate (192) are fixedly connected with the outer ends of the first side plates (191), the inner ends of the two first side plates (191) are cambered surfaces, the cambered surfaces are matched with the outer contour of the short-limb keel (102), the cambered surfaces of the two first side plates (191) are respectively clamped on two sides of the short-limb keel (102) and are fixedly connected, and the outer end parts of the two first side plates (191) are respectively provided with side plate connecting holes (24) for the keel cross reinforcing members (18) to penetrate through.

4. The 90 degree beam column formwork system of claim 3, wherein: the third reinforcing lug (28) is a C-shaped structure with an opening facing a single lug reinforcing keel and perpendicular to the single lug reinforcing keel and comprises two third side plates (281) and a third back plate (282) which are opposite up and down, two ends of the third back plate (282) are fixedly connected with the outer ends of the third side plates (281), the inner ends of the two third side plates (281) are cambered surfaces, the cambered surfaces are matched with the outer contour of the single lug reinforcing keel, the cambered surfaces of the two third side plates (281) are respectively clamped at two sides of the single lug reinforcing keel and fixedly connected with the two sides of the single lug reinforcing keel, the outer end parts of the two third side plates (281) are respectively provided with side plate connecting holes (24) through which keel cross reinforcements (18) penetrate, and the side plate connecting holes (24) on each third side plate (281) are aligned and sequentially penetrate through the keel cross reinforcements (18) and are vertically locked.

5. The 90 degree beam column formwork system of claim 3, wherein: the keel cross reinforcement (18) comprises a main rod (181) with screw thread, an operating ring (182), a backing plate (183), a reinforcement shim (184) and a reinforcement nut (185), the operating ring (182) is fixedly connected with one end of the main rod (181), the cushion plate (183), the reinforcement washer (184) and the reinforcement nut (185) are all sleeved on the main rod (181), the thickness of the reinforcing piece backing plate (183) is equal to the arrangement distance of two triangular lug reinforcing keels (10) and is positioned between two upper and lower adjacent reinforcing lugs in the same group, the reinforcing piece base plate (183) is also provided with base plate (183) connecting holes corresponding to the side plate connecting holes (24), the main rod (181) sequentially penetrates through the side plate connecting hole (24) and the base plate (183) connecting hole, the head of the main rod (181) is limited by the operating ring (182), and the tail of the main rod (181) is fastened by the reinforcing piece gasket (184) and the reinforcing piece nut (185).

6. The 90 degree beam column formwork system of claim 3, wherein: the cross beam-penetrating bolt (16) comprises a long screw rod (161), four beam-penetrating mountain-shaped clamps (162), a long screw rod gasket (163) and a long screw rod nut (164), arc-shaped sleeve openings of the beam-penetrating mountain-shaped clamps (162) face to the center of the long screw rod (161), the beam-penetrating mountain-shaped clamps (162) are divided into two groups which are respectively sleeved at two ends of the long screw rod (161), in each two beam-penetrating mountain-shaped clamps (162), the inner side beam-penetrating mountain-shaped clamps (162) are horizontally arranged, the outer side beam-penetrating mountain-shaped clamps (162) are vertically arranged, the outer side beam-penetrating mountain-shaped clamps (162) tightly support the inner side beam-penetrating mountain-shaped clamps (162), the inner side beam-penetrating mountain-shaped clamps (162) support the outer sides of the front main keel (33) and the back main keel (32) of the beam, the outer side beam-penetrating mountain-shaped clamps (162) support the outer sides of the long-limb keel (101) and the back-side reinforcing keel (15), and the tail part of the long screw rod (161) is fastened through the long screw rod gasket (163) and the long screw rod nut (164),

the cross non-penetrating stud bolt (17) comprises a short screw (171), two non-penetrating stud mountain-shaped clamps (172), a short screw gasket (173), a short screw outer nut (174) and a short screw inner nut (175), wherein arc-shaped sleeve openings of the non-penetrating stud mountain-shaped clamps (172) are opposite, the non-penetrating stud mountain-shaped clamps (172) are vertically arranged and respectively sleeved at two ends of the short screw (171), the two non-penetrating stud mountain-shaped clamps (172) are respectively an inner non-penetrating stud mountain-shaped clamp (172) and an outer non-penetrating stud mountain-shaped clamp (172), the arrangement distance between the inner non-penetrating stud mountain-shaped clamp (172) and the outer non-penetrating stud mountain-shaped clamp (172) is matched with the arrangement distance between the node back main keel and the reinforcing keel (15), the inner non-penetrating stud mountain-shaped clamp (172) is horizontally arranged, the outer non-penetrating stud mountain-shaped clamp (172) is vertically arranged, and the inner non-penetrating stud mountain-shaped clamp (172) is supported on the inner side of the node back main keel, the outer side non-penetrating pin (172) is supported on the outer side of the back side reinforcing keel (15), the inner end of the short screw (171) is fastened with a short screw inner nut (175) through a short screw (171) gasket, and the outer end of the short screw (171) is fastened with a short screw outer nut (174) through a short screw (171) gasket.

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