CN114352008B - Comprehensive beam column template system and construction method thereof - Google Patents
Comprehensive beam column template system and construction method thereof Download PDFInfo
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- CN114352008B CN114352008B CN202210010370.8A CN202210010370A CN114352008B CN 114352008 B CN114352008 B CN 114352008B CN 202210010370 A CN202210010370 A CN 202210010370A CN 114352008 B CN114352008 B CN 114352008B
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- 238000010276 construction Methods 0.000 title claims abstract description 17
- 230000000149 penetrating effect Effects 0.000 claims abstract description 109
- 239000012634 fragment Substances 0.000 claims abstract description 96
- 230000002787 reinforcement Effects 0.000 claims abstract description 85
- 230000003014 reinforcing effect Effects 0.000 claims description 220
- 229910000831 Steel Inorganic materials 0.000 claims description 45
- 239000010959 steel Substances 0.000 claims description 45
- 210000005069 ears Anatomy 0.000 claims description 28
- 238000009415 formwork Methods 0.000 claims description 9
- 239000002023 wood Substances 0.000 claims description 7
- 238000000034 method Methods 0.000 claims description 4
- 238000012545 processing Methods 0.000 claims description 4
- 239000002131 composite material Substances 0.000 claims 6
- 238000013461 design Methods 0.000 abstract description 3
- 239000002002 slurry Substances 0.000 abstract description 2
- 230000001502 supplementing effect Effects 0.000 abstract description 2
- 125000006850 spacer group Chemical group 0.000 description 8
- 210000001503 joint Anatomy 0.000 description 6
- 238000010586 diagram Methods 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
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Abstract
The utility model provides a comprehensive beam column template system and construction method thereof, including the post template system of structure post, the roof beam end template system of structure roof beam and the roof beam end mould braced system of structure roof beam, still include beam column node connection system, including the V-belt ear consolidates the fossil fragments, additional consolidate fossil fragments, the backside consolidates fossil fragments, cross beam penetrating bolt, cross does not cross stud and fossil fragments cross reinforcement, V-belt ear consolidates fossil fragments along the horizontal interval setting of direction of height in reentrant angular position department, V-belt ear consolidates fossil fragments and additional consolidates fossil fragments cooperation roof support, be equipped with additional consolidate ear on the extension end of additional consolidate fossil fragments, vertical alignment passes in proper order and vertical locking through fossil fragments cross reinforcement. The invention realizes the design of the boltless bolt hole of the beam column node template system, avoids the later hole slurry supplementing construction operation, does not provide a post end bolt hole any more 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
Technical Field
The invention belongs to a formwork system, in particular to a comprehensive beam column formwork system and a construction method thereof.
Background
Along with the development of construction technology, the change of building modeling design often encounters the condition that beam column nodes are more in cast-in-place structure. The panel is processed according to the sizes of all sides of the column in advance, and then the panel, the back edge keel, the main keel and the split bolts are sequentially installed; the beam side mould connected with the column is generally a laminated multilayer plate, the panel is also processed in advance according to the dimensions of each side of the beam, and the reinforcing keel is a double steel pipe and a split bolt; and then connecting the beam column joint with the split bolt through square steel and wood at the joint.
However, in the prior art, at the beam column joint, a bolt is inevitably required to pass through the center of a column body, a bolt hole is reserved after the concrete pouring is completed and the form is removed, and although hole repairing measures are carried out later, the concrete is not as compact as a concrete self-belt, and the stress of a bearing structure is reduced.
Disclosure of Invention
The invention aims to provide a comprehensive beam column template system and a construction method thereof, which aim to solve the technical problems that in the process of supporting a template at a beam column joint, a column end bolt hole is left after a template is removed, the integrity of a column is damaged and the structural bearing capacity is reduced.
In order to achieve the above purpose, the invention adopts the following technical scheme:
a comprehensive beam column template system, which comprises a column template system of a structural column, a beam end template system of a structural beam, a beam bottom template supporting system of the structural beam, and a beam column node connecting system,
the beam end template system comprises a beam panel, liang Ci keels and a beam main keel, 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 main keel comprises a beam bottom secondary keel, a beam back secondary keel and a beam front secondary keel, the beam back secondary keel and the beam front secondary keel are horizontally arranged along the height direction of the structural beam at intervals, the beam main keel comprises a beam bottom mold supporting system, a beam back main keel and a beam front main keel are vertically arranged along the length direction of the structural beam at intervals, the lower side of the beam bottom panel is supported by the beam bottom secondary keel, the beam bottom secondary keel is supported by the beam bottom mold supporting system, the outer side of the beam back panel is supported by the beam back secondary keel, the Liang Beici keels are supported by the beam back main keel, the outer side of the beam front panel is supported by the beam front secondary keel, the beam front secondary keel is supported by the beam front main keel,
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 an internal angle, 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 in the range of the node of the beam column and a standard system outside the range of the node,
The standard system comprises a standard panel, standard secondary keels which are arranged along the horizontal direction of the standard panel at intervals in a vertical through length mode and standard main keels which are arranged along the height direction of the standard panel at intervals in a horizontal mode, 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 keels, the end parts of the adjacent opposite side standard main keels are fixed in a pull mode through standard pull connectors,
the node system comprises a node panel, a node secondary joist and a node main joist, wherein the node panel comprises a node back panel and a node non-back panel on the back side, the node back panel is formed by upward extension of a standard panel and is in flush butt joint with the beam back panel, the node non-back panel is formed by upward extension of the standard panel and is connected with the beam front panel, the node secondary joist comprises a node back secondary joist and a node non-back secondary joist, the node back secondary joist is horizontally arranged and is shared with the Liang Beici joist, the node non-back secondary joist is formed by upward extension of the standard secondary joist vertically, the node main joist comprises a node back main joist, the node back main joist is parallel to the beam back main joist and is arranged along the vertical interval of the length direction of the node back secondary joist,
The beam column node connecting system is arranged opposite to the structural column and on the left and right opposite sides in the range of the beam column node, comprises a triangular belt lug reinforcing keel, an additional reinforcing keel, a back side reinforcing keel, a cross beam penetrating bolt, a cross non-column penetrating bolt and a keel cross reinforcing member, the triangular belt lug reinforcing keel and the additional reinforcing keel are correspondingly arranged,
the triangular belt ear reinforcing keels are horizontally arranged at the internal corner positions along the height direction at intervals 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 triangle, the long limb keels prop against the outer sides of the main keels in front of the beam, the short limb keels prop against the outer sides of the non-back secondary keels at the joints, two ends of the supporting rods are respectively fixedly connected with the outer sides of the long limb keels and the short limb keels, the additional reinforcing keels and the short limb keels are vertically arranged,
the triangular belt ear reinforcing keels are matched with the additional reinforcing keels to support, the end parts of the short limb keels are respectively extended out of the joint non-back secondary keels, the extension ends of the short limb keels are provided with first reinforcing ears, the extension ends of the additional reinforcing keels are provided with additional reinforcing ears, the first reinforcing ears and the additional reinforcing ears are vertically aligned and sequentially penetrated through the keel cross reinforcing members and vertically locked,
The back side is consolidated the fossil fragments and is consolidated fossil fragments and correspond the setting around the triangle area ear, and the back side is consolidated fossil fragments and is led to long setting, prop up in the outside of roof beam back main joist and node back main joist along the dorsal level of structural beam and structural column, cross wears the roof beam bolt level and runs through structural beam, the long limb fossil fragments, the roof beam main joist, the roof beam back main joist and the back side are consolidated fossil fragments in proper order around, cross does not wear the stud lock top tightly in the outside of node back main joist and back side and consolidate fossil fragments.
Liang Ci fossil fragments, standard secondary joist and node secondary joist are steel wood Fang Longgu, roof beam main joist, standard main joist, node main joist and backside consolidate the double steel pipe fossil fragments that fossil fragments are two steel pipes and constitute.
The triangular belt ear reinforcing keels are single steel pipe keels, the bracing piece is reinforcing bar or round steel, first reinforcing ear is opening orientation short limb fossil fragments and rather than vertically C type, including two right first sideboards and first backplate from top to bottom, the both ends of first backplate and the outer end fixed connection of first sideboard, the inner of two first sideboards are the cambered surface, this cambered surface suits with the outline of short limb fossil fragments, the cambered surface of two first sideboards centre gripping respectively in the both sides and fixed connection of short limb fossil fragments, the sideboard connecting hole that supplies fossil fragments alternately reinforcing member to run through is all opened to the outer tip of two first sideboards, the node reinforcing fossil fragments are constituteed in pairs to the two triangular belt ear reinforcing keels, set up the distance and cross beam bolt suits.
The keel cross reinforcement comprises a main rod with threads, an operation ring, a base plate, a reinforcement gasket and a reinforcement nut, wherein the operation ring is fixedly connected to one end of the main rod, the base plate, the reinforcement gasket and the reinforcement nut are sleeved on the main rod, the thickness of the reinforcement base plate is equal to the setting distance of two triangular belt lugs, the reinforcement base plate is positioned between two adjacent reinforcement lugs on the same group, the reinforcement base plate is further provided with a base plate connecting hole corresponding to the side plate connecting hole, the main rod sequentially penetrates through the side plate connecting hole and the base plate connecting hole, the head of the main rod is limited through the operation ring, and the tail of the main rod is fastened through the reinforcement gasket and the reinforcement nut.
The cross beam penetrating bolt comprises a long screw, four beam penetrating mountain-shaped clamps, a long screw gasket and a long screw nut, wherein the arc sleeve openings of the beam penetrating mountain-shaped clamps face the center of the long screw, the beam penetrating mountain-shaped clamps are divided into two groups which are respectively sleeved at two ends of the long screw, in each group of two beam penetrating mountain-shaped clamps, the inner side beam penetrating mountain-shaped clamps are horizontally arranged, the outer side beam penetrating mountain-shaped clamps are vertically arranged, the outer side beam penetrating mountain-shaped clamps tightly prop against the inner side beam penetrating mountain-shaped clamps, the inner side beam penetrating mountain-shaped clamps prop against the outer sides of a beam front main keel and a beam back main keel, the outer side beam penetrating mountain-shaped clamps prop against the outer sides of a long limb keel and a back side reinforcing keel, the tail of the long screw is tightly fixed through the long screw gasket and the long screw nut,
The cross non-penetrating stud comprises a short screw, two non-penetrating stud clamps, a short screw gasket, a short screw outer nut and a short screw inner nut, arc sleeve openings of the non-penetrating stud clamps are opposite, the non-penetrating stud clamps are vertically arranged and respectively sleeved at two ends of the short screw, the two non-penetrating stud clamps are respectively an inner non-penetrating stud clamp and an outer non-penetrating stud clamp, the arrangement distance between the inner non-penetrating stud clamps and the outer non-penetrating stud clamps is matched with the arrangement distance of a node back main keel and a back side reinforcing keel, the inner non-penetrating stud clamps are horizontally arranged, the outer non-penetrating stud clamps are vertically arranged, the inner non-penetrating stud clamps are propped against the inner side of the node back main keel, the outer non-penetrating stud clamps prop against the outer side of the back side reinforcing keel, the inner end part of the short screw is fastened through the short screw gasket and the short screw inner nut, and the outer end part of the short screw is fastened through the short screw gasket and the short screw outer nut.
The structure beam is arranged at 180 degrees on two sides of the structure column, the node non-back panel comprises a left node side panel, a right node side panel and a front node front panel, the node non-back secondary keel comprises a node side secondary keel and a node front secondary keel corresponding to the node non-back panel, the triangular belt ear reinforcement keels on two sides are arranged in pairs to form a double steel pipe keel, the extension ends of the short limb keels exceed the node front secondary keel, the short limb keels are propped against the outer sides of the node side secondary keels, the extension ends of the short limb keels on two sides are fixed by being pulled by a horizontal standard pull connector,
The additional reinforcing keels are single steel pipes, the setting distance of the two triangular belt ear reinforcing keels is adapted to the cross beam penetrating bolts, the two extension ends of the additional reinforcing keels are respectively provided with additional reinforcing ears corresponding to the first reinforcing ears at two sides to form double-ear reinforcing keels, the additional reinforcing ears are second reinforcing ears, the double-ear reinforcing keels prop against the outer sides of the front secondary keels of the joints, the double-ear reinforcing keels are arranged in pairs and respectively correspondingly clamped at the upper sides and the lower sides of the joint reinforcing keels, the double-ear reinforcing keels are horizontally arranged at intervals along the height direction of the front secondary keels of the joints and are vertical to the short limb keels on the horizontal plane,
the second consolidates the ear and is opening orientation ears and consolidates fossil fragments and rather than vertically C type, including two right second sideboards and second backplate from top to bottom, the both ends of second backplate and the outer end fixed connection of second sideboard, the inner of two second sideboards are the cambered surface, this cambered surface suits with the outline of ears and consolidates fossil fragments, the cambered surface of two second sideboards centre gripping respectively in both sides and fixed connection of ears and consolidate fossil fragments, the sideboard connecting hole that supplies fossil fragments cross reinforcement to run through is all opened to the outer tip of two second sideboards, sideboard connecting hole on the first sideboard aligns with the sideboard connecting hole on the second sideboard and passes in proper order and vertical locking through fossil fragments cross reinforcement.
The structural beam is arranged at 90 degrees on two sides of the structural column, the node non-back panel comprises a left side node side panel and a right side node side panel, the node non-back secondary keel comprises a node side secondary keel corresponding to the node non-back panel, the extension ends of the short limb keels in the triangular belt lug reinforcing keels on two sides exceed the node side secondary keel, the extension ends of the short limb keels on two sides are vertically crossed and propped against the outer sides of the node side secondary keels,
the structural beams at the two sides comprise a child side and a mother side, the additional reinforcing keels are ear-free reinforcing keels of single steel pipes, the ear-free reinforcing keels and the long limb keels of the triangular belt ear reinforcing keels at the mother side are arranged in a one-to-one correspondence group to form the mother side reinforcing keels, the mother side reinforcing keels prop against the outer side 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,
short limb keels of the triangular belt ear reinforcing keels on the female side are propped against the outer side of the joint side secondary keels, two triangular belt ear reinforcing keels on the child side are arranged in pairs, long limb keels of the triangular belt ear reinforcing keels are propped against the outer side of the front main keels of the side beams, short limb keels of the triangular belt ear reinforcing keels are propped against the outer side of the joint side secondary keels of the side beams, short limb keels on the female side are respectively correspondingly clamped on the upper side and the lower side of the short limb keels on the child side and sequentially penetrate through the connecting holes of the side plates through respective first reinforcing ears and keel cross reinforcing members to be fastened,
The lower layer steel pipes of the back side reinforcing keels of the mother side are elongated, the elongated ends of the lower layer steel pipes are also vertically crossed with the elongated ends of the back side reinforcing keels of the son side, the two lower layer steel pipes of the two adjacent groups of back side reinforcing keels of the mother side are respectively correspondingly clamped on the upper side and the lower side of the back side reinforcing keels which are arranged in groups of the son side,
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 the monaural fossil fragments, the third consolidates the ear and is the opening orientation monaural fossil fragments and rather than vertically C type, including two right third sideboards and third backplate from top to bottom, the both ends of third backplate and the outer end fixed connection of third sideboard, the inner of two third sideboards are the cambered surface, this cambered surface suits with the outline that the monaural fossil fragments were consolidated, the cambered surface of two third sideboards centre gripping respectively in the both sides and fixed connection that the monaural was consolidated fossil fragments, the sideboard connecting hole that supplies fossil fragments cross reinforcement to run through is all opened to the outer tip of two third sideboards, the sideboard connecting hole on each third sideboard aligns and passes in proper order and vertical locking through fossil fragments cross reinforcement.
A construction method of a comprehensive beam column template system comprises the following construction steps:
step one, designing the sizes, the numbers and the arrangement positions of a column template system, a beam end template system and a beam bottom template support system according to the sizes of a column structure and a beam structure, and processing in a factory, wherein each bolt hole is formed in a beam side panel;
Step two, firstly, erecting a column standard system of a structural column, reserving a erecting position of a node system of the structural column, and then erecting a beam bottom mould supporting system which is generally a scaffold support;
and thirdly, integrally supporting a node system of the structural column and a beam end template system, and fastening the node system and the beam end template system through a beam column node connecting system.
The structure beam is 180 degrees setting in the structure post both sides, in step three, prop up earlier and establish node system and beam end template system, wherein beam back main joist and node back main joist pass through simultaneously with the long limb fossil fragments of triangular belt ear reinforcement fossil fragments around the aligning dorsal part consolidate fossil fragments roof support, beam end template system passes through cross beam penetrating bolt fastening, the dorsal part of node system part is through cross beam penetrating bolt fastening, the extension end of the short limb fossil fragments of triangular belt ear reinforcement fossil fragments of both sides passes through horizontal standard pull joint spare pull joint fixedly, at last with the short limb fossil fragments with each reinforcement ear alignment of additional reinforcement fossil fragments through fossil fragments cross reinforcement locking.
The structure beam is 90 degrees settings in the structure post both sides, in step three, prop up earlier and establish node system and beam end template system, wherein beam back main joist and node back main joist pass through simultaneously with the long limb fossil fragments of triangular belt ear reinforcement fossil fragments around the aligning dorsal part consolidate fossil fragments prop up, the long limb fossil fragments of every triangular belt ear reinforcement fossil fragments cooperate one no ear to consolidate fossil fragments, beam end template system passes through cross beam penetrating bolt fastening, the dorsal part of node system part passes through the cross and does not pass through stud fastening, each reinforcing ear of the short limb fossil fragments extension end of triangular belt ear reinforcement fossil fragments of both sides passes through fossil fragments cross reinforcement locking, each reinforcing ear of the extension end of fossil fragments is consolidated through fossil fragments cross reinforcement locking with the dorsal part at last.
Compared with the prior art, the invention has the following characteristics and beneficial effects:
the invention cancels the problem of leaving behind bolt holes at the column ends by a whole set of template systems at the positions of connecting joints of the beam columns, and the beam column joint connecting systems are integrally arranged.
The invention realizes the design of the boltless bolt holes of the beam column node template system, realizes the template support aiming at the yin and yang corner parts of beam column nodes with different sizes, simultaneously realizes the recycling of the steel pipe and the reinforcement, reduces the construction cost, avoids the later hole slurry supplementing construction operation, does not need to be provided with the boltholes of the column ends any more in the whole template system, improves the integrity of the node column body, and improves the appearance quality of the column body after the template is removed.
Drawings
The invention is described in further detail below with reference to the accompanying drawings.
Fig. 1 is a schematic diagram of a front structure of a first embodiment of the present invention.
Fig. 2 is an enlarged schematic view of the top front side structure of fig. 1.
Fig. 3 is an enlarged schematic view of the top backside structure of fig. 2.
Fig. 4 is a schematic view of the first embodiment after casting concrete.
Fig. 5 is a schematic view of the beam column formwork system interface position of fig. 4.
Figure 6 is a schematic illustration of the connection of a beam-column node connection system to each main runner in accordance with one embodiment.
Figure 7 is a schematic view of figure 6 with the main runner removed.
Fig. 8 is an enlarged schematic view of the delta-belt ear reinforcing keel of fig. 2.
Fig. 9 is a schematic view of the connection of the delta-strap ear reinforcing keels of fig. 6 to additional reinforcing keels.
Fig. 10 is a schematic diagram of a front structure of a second embodiment of the present invention.
Fig. 11 is a schematic diagram of a backside structure of a second embodiment of the present invention.
Fig. 12 is a schematic view of a side elevation structure of a second embodiment of the present invention.
Fig. 13 is an enlarged top front side structure of fig. 10.
Fig. 14 is a schematic view of the second embodiment after casting concrete.
Figure 15 is a schematic illustration of the connection of the beam-column joint connection system to each main runner in the second embodiment.
Fig. 16 is a schematic view of the backside structure of fig. 15.
Figure 17 is a schematic view of figure 15 with the main runner removed.
Fig. 18 is a split view of the structure of fig. 17.
Figure 19 is a schematic view of the construction of a single ear reinforcing keel.
Fig. 20 is a schematic structural view of a delta-belt ear reinforcing keel.
Fig. 21 is a schematic structural view of a binaural reinforcing keel.
Fig. 22 is a schematic structural view of a standard pull tab.
Fig. 23 is a schematic structural view of a cross-shaped non-penetrating stud.
Figure 24 is a schematic structural view of a keel cross reinforcement.
Fig. 25 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-Liang Ci keels, 21-beam bottom keels, 22-Liang Beici keels, 23-beam front keels,
3-beam main joist, 31-internal corner, 32-beam back main joist, 33-beam front main joist,
4-standard panel, 5-standard secondary joist, 6-standard main joist,
7-node panel, 71-node back panel, 72-node side panel, 73-node front panel,
8-node secondary joist, 81-node back secondary joist, 82-node side secondary joist, 83-node front secondary joist,
9-node main keel,
10-triangular lug reinforcing keels, 101-long limb keels, 102-short limb keels, 103-supporting rods,
14-additional reinforcing joists, 141-double-lug reinforcing joists, 142-no-lug reinforcing joists, 143-single-lug reinforcing joists,
15-a back side reinforcement keel,
16-cross beam penetrating bolt, 161-long screw, 162-beam penetrating mountain type clamp, 163-long screw gasket, 164-long screw nut, 17-cross non-penetrating stud bolt, 171-short screw, 172-non-penetrating mountain type clamp, 173-short screw gasket, 174-short screw outer nut, 175-short screw inner nut,
18-keel cross reinforcement, 181-main bar, 182-operating ring, 183-backing plate, 184-reinforcement spacer, 185-reinforcement nut,
19-a first reinforcing lug, 191-a first side plate, 192-a first back plate,
20-a second reinforcing lug, 201-a second side plate, 202-a second back plate,
24-side plate connecting holes, 25-standard pull connectors, 26-child side, 27-parent side,
28-third reinforcing ears, 281-third side plates, 282-third back plate.
Detailed Description
1-9, an integrated 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 template support system of the structural beam, and a beam-column node connection system.
The beam end template system comprises a beam panel 1, beam false keels 2 and a beam main keel 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 false keels comprise a beam bottom false keel 21, beam back false keels 22 and beam front false keels 23 which are horizontally arranged along the height direction of the structural beam at intervals, the beam main keel 3 comprises a beam bottom die supporting system, beam back main keels 32 and beam front main keels 33 which are vertically arranged along the length direction of the structural beam at intervals, the lower side of the beam bottom panel 11 is propped by the beam bottom false keel 21, the beam bottom false keel 21 is propped by the beam bottom die supporting system, the outer side of the beam back panel 12 is propped by the beam back false keel 22, the beam back false keel 22 is propped by the beam back main keel 32, the outer side of the beam front panel 13 is propped by the beam front false keel 23, and the beam front false keel 23 is propped by the beam front main keel 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 an internal corner 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 in the range of a beam column node and a standard system outside the range of the node. In this embodiment, the structural beams are disposed 180 degrees on either side of the structural columns.
The standard system comprises a standard panel 4, standard cross runners 5 and standard main runners 6, wherein the standard cross runners 5 are arranged along the horizontal direction of the standard panel 4 at intervals in a vertical through manner, the standard main runners 6 are arranged along the height direction of the standard panel 4 at intervals in a horizontal manner, the outer side of the standard panel 4 is propped by the standard cross runners 5, the outer side of the standard cross runners 5 is propped by the standard main runners 6, and the end parts of the adjacent standard main runners 6 on opposite sides are fixedly connected in a pulling manner through standard pull connectors.
The node system comprises a node panel 7, a node secondary joist 8 and a node main joist 9, wherein the node panel 7 comprises a node back panel 71 and a node non-back panel on the back side, the node back panel 71 is formed by upward extending of a standard panel 4 and is in flush joint with a beam back panel 12, the node non-back panel is formed by upward extending of the standard panel 4 and is connected with a beam front panel 13, the node secondary joist 8 comprises a node back secondary joist 81 and a node non-back secondary joist, the node back secondary joist 81 is horizontally arranged and is shared with the beam back secondary joist 22, the node non-back secondary joist is formed by upward extending of the standard secondary joist 5 vertically, the node main joist 9 comprises a node back main joist, and the node back main joist is parallel to the beam back main joist 32 and is vertically arranged at intervals along the length direction of the node back secondary joist 81.
The node non-back panel comprises a left node side panel 72, a right node side panel 72 and a front node front panel 73, and the node non-back secondary joists comprise a node side secondary joist 82 and a node front secondary joist 83 corresponding to the node non-back panel, and the triangular lug reinforcing joists 10 on two sides are arranged in pairs to form a double steel pipe joist.
Referring to fig. 6-9, the beam-column node connection system is arranged opposite to structural columns and on left and right opposite sides in the range of beam-column nodes, and comprises a triangular belt ear reinforcing keel 10, an additional reinforcing keel 14, a back side 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 belt ear reinforcing keel 10 and the additional reinforcing keel 14 are correspondingly arranged.
Referring to fig. 19-25, the triangular reinforcement keels 10 are horizontally arranged at the positions of the internal corners 31 at intervals along the height direction, and comprise long limb keels 101, short limb keels 102 and supporting rods 103, which form a right triangle, wherein the long limb keels 101 are propped against the outer sides of the main keels 33 in front of the beam, the short limb keels 102 are propped against the outer sides of the node non-back-side keels, two ends of the supporting rods 103 are fixedly connected with the outer sides of the long limb keels 101 and the short limb keels 102 respectively, the outer sides of the node non-back-side keels are also propped by the additional reinforcement keels 14 and are vertically crossed with the short limb keels 102, the end parts of the short limb keels 102 and the additional reinforcement keels 14 are respectively extended to form a node non-back-side keel, the first reinforcement lugs 19 are arranged on the extending ends of the short limb keels 102, and the additional reinforcement lugs 14 are arranged on the extending ends of the additional reinforcement lugs 19, and the first reinforcement lugs 19 and the additional reinforcement lugs are vertically aligned and sequentially pass through the keel cross reinforcements 18 and vertically lock.
The extension ends of the short limb keels 102 extend beyond the joint front secondary keels 83, the short limb keels 102 are propped against the outer sides of the joint side secondary keels 82, and the extension ends of the short limb keels 102 on two sides are fixedly connected in a pulling mode through the horizontal standard pull-out connectors 25.
The back side reinforcing keel 15 and the triangular belt ear reinforcing keel 10 are correspondingly arranged from front to back, the back side reinforcing keel 15 is horizontally arranged along the back side of the structural beam and the structural column in a through length mode, and is propped against the outer sides of the beam back main keel 32 and the node back main keel, the cross beam penetrating bolts 16 horizontally penetrate through the structural beam, the long limb keel 101, the beam front main keel 33, the beam back main keel 32 and the back side reinforcing keel 15 are sequentially pulled and connected from front to back, and the cross non-penetrating stud 17 is locked and propped against the outer sides of the node back main keel and the back side reinforcing keel 15.
In this embodiment, liang Ci fossil fragments 2, standard secondary joist 5 and node secondary joist 8 are steel wood Fang Longgu, beam main joist 3, standard main joist 6, node main joist 9 and backside reinforcement fossil fragments 15 are two steel pipe fossil fragments that two steel pipes are constituteed.
All panels are laminated multilayer plates with the thickness of 15mm, the size of the steel wood Fang Longgu is 50mm multiplied by 70mm multiplied by 3mm, the arrangement interval is 250mm, the arrangement interval of the main keels is 450mm, and the distance between the lowest column hoop and the bottom is 200mm. M16 is adopted for the cross non-penetrating stud, and a beam side die is a 15mm laminated multilayer board; the beam side mould is made of 50X 50mm steel clad wood, and the reinforcing keel is a phi 48 double steel pipe; phi 16 split bolts; and the beam column joints are connected with the split bolts through square steel and wood.
Referring to fig. 20, the triangular lug reinforcing keel 10 is a single steel pipe keel, the supporting rods 103 are steel bars or round steel, the first reinforcing lugs 19 are C-shaped with openings facing the short limb keel 102 and vertical to the short limb keel, the triangular lug reinforcing keels comprise two vertically opposite first side plates 191 and a first back plate 192, 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 arc surfaces, the arc surfaces are adapted to the outer contour of the short limb keel 102, the arc surfaces of the two first side plates 191 are respectively clamped on two sides of the short limb keel 102 and are fixedly connected, edge plate connecting holes 24 for the cross reinforcing members 18 to penetrate are formed in the outer ends of the two first side plates 191, and the two triangular lug reinforcing keels 10 form a pair to form a node reinforcing keel, and the set distance is adapted to the cross beam penetrating bolts 16.
Referring to fig. 21, the additional reinforcing keels 14 are single steel pipes, two extension ends of the additional reinforcing keels 14 are respectively provided with additional reinforcing ears corresponding to the first reinforcing ears 19 on two sides, the additional reinforcing ears form double-lug reinforcing keels 141 for the second reinforcing ears 20, the double-lug reinforcing keels prop against the outer sides of the front joint keels 83, the double-lug reinforcing keels are arranged in pairs and respectively correspondingly clamped on the upper and lower sides of the front joint reinforcing keels, and the double-lug reinforcing keels are horizontally arranged at intervals along the height direction of the front joint keels 83 and are vertical to the short limb keels 102 on the horizontal plane.
Referring to fig. 21, the second reinforcing ear 20 is a C-shaped structure with an opening facing the binaural reinforcing keel and perpendicular thereto, and includes two vertically opposite second side plates 201 and a second back plate 202, two ends of the second back plate 202 are fixedly connected with the outer ends of the second side plates 201, inner ends of the two second side plates 201 are cambered surfaces, the cambered surfaces are adapted to the outer contour of the binaural reinforcing keel, the cambered surfaces of the two second side plates 201 are respectively clamped at two sides of the binaural reinforcing keel and fixedly connected with the binaural reinforcing keel, the outer ends of the two second side plates 201 are respectively provided with a side plate connecting hole 24 for the keel cross reinforcement 18 to penetrate, and the side plate connecting holes 24 on the first side plates 191 are aligned with the side plate connecting holes 24 on the second side plates 201 and sequentially penetrate through the keel cross reinforcement 18 and are vertically locked.
In this embodiment, the triangular belt ear is consolidated fossil fragments each side and is set up two totally four, and additional reinforcement fossil fragments are totally set up four, and every group triangular belt ear consolidates fossil fragments and two additional reinforcement fossil fragments and passes through two and insert opposite fossil fragments alternately reinforcement locking about relative direction, corresponds the dorsal part and consolidates fossil fragments and totally set up two totally four, and the cross wears the roof beam bolt and totally set up two rows.
Referring to fig. 24, the keel cross reinforcement 18 includes a threaded main rod 181, an operation ring 182, a base plate 183, a reinforcement spacer 184 and a reinforcement nut 185, the operation ring 182 is fixedly connected to one end of the main rod 181, the base plate 183, the reinforcement spacer 184 and the reinforcement nut 185 are all sleeved on the main rod 181, the thickness of the reinforcement spacer 183 is equal to the setting distance of two triangular belt ear reinforcement keels 10 and is located between two adjacent reinforcement ears in the same group, the reinforcement spacer 183 is further provided with a base plate 183 connecting hole corresponding to the side plate connecting hole 24, 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 operation ring 182, and the tail of the main rod 181 is fastened by the reinforcement spacer 184 and the reinforcement nut 185.
Referring to fig. 25, the cross beam penetrating bolt 16 includes a long screw 161, four beam penetrating mountain-shaped cards 162, a long screw spacer 163 and a long screw nut 164, arc-shaped sleeve openings of the beam penetrating mountain-shaped cards 162 face the center of the long screw 161, the beam penetrating mountain-shaped cards 162 are divided into two groups which are respectively sleeved at two ends of the long screw 161, in each group of two beam penetrating mountain-shaped cards 162, an inner side beam penetrating mountain-shaped card 162 is horizontally arranged, an outer side beam penetrating mountain-shaped card 162 is vertically arranged, the outer side beam penetrating mountain-shaped card 162 tightly pushes the inner side beam penetrating mountain-shaped card 162, the inner side beam penetrating mountain-shaped card 162 props against the outer sides of the beam front main joist 33 and the beam back main joist 32, the outer side beam penetrating mountain-shaped card 162 props against the outer sides of the long limb joist 101 and the back side reinforcing joist 15, and the tail of the long screw 161 is tightly pushed by the long screw spacer 163 and the long screw nut 164.
Referring to fig. 23, the cross non-penetrating stud 17 includes a short screw 171, two non-penetrating stud cards 172, a short screw washer 173, a short screw outer nut 174 and a short screw inner nut 175, the arc-shaped sleeves of the non-penetrating stud cards 172 are opposite, the non-penetrating stud cards 172 are vertically arranged and respectively sleeved at two ends of the short screw 171, the two non-penetrating stud cards 172 are an inner non-penetrating stud card 172 and an outer non-penetrating stud card 172, the arrangement distance between the inner non-penetrating stud cards 172 and the outer non-penetrating stud cards 172 is adapted to the arrangement distance between the node back main keel and the back side reinforcing keel 15, the inner non-penetrating stud cards 172 are horizontally arranged, the outer non-penetrating stud cards 172 are vertically arranged, the inner non-penetrating stud cards 172 are propped against the inner side of the node back main keel, the outer non-penetrating stud cards 172 are propped against the outer side of the back side reinforcing keel 15, the inner end of the short screw 171 is fastened by the short screw 171 washer and the short screw inner nut 175, and the outer end portion 174 of the short screw nut 171 is fastened by the short screw outer nut 174.
The construction method of the comprehensive beam column template system comprises the following construction steps:
step one, designing the sizes, the numbers and the arrangement positions of a column template system, a beam end template system and a beam bottom template support system according to the sizes of a column structure and a beam structure, and processing in a factory, wherein each bolt hole is formed in a beam side panel;
step two, firstly, erecting a column standard system of a structural column, reserving a erecting position of a node system of the structural column, and then erecting a beam bottom mould supporting system which is generally a scaffold support;
and thirdly, integrally supporting a node system of the structural column and a beam end template system, and fastening the node system and the beam end template system through a beam column node connecting system. The node system and the beam end template system are firstly erected, wherein the beam back main joist 32 and the node back main joist are simultaneously supported by a back side reinforcing joist 15 aligned with the long limb joist 101 of the triangular belt ear reinforcing joist 10, the beam end template system is fastened by a cross beam penetrating bolt 16, the back side of the node system part is fastened by a cross non-penetrating bolt 17, the extension ends of the short limb joists 102 of the triangular belt ear reinforcing joists 10 on two sides are fixedly pulled by a horizontal standard pull-in piece, and finally the alignment of the short limb joists 102 and each reinforcing ear of the additional reinforcing joists 14 is locked by a joist cross reinforcing member 18.
10-19, unlike the first embodiment, the structural beams are disposed at 90 degrees on either side of the structural column. The node non-back panel comprises a left node side panel 72 and a right node side panel 72, the node non-back secondary keel comprises a node side secondary keel 82 corresponding to the node non-back panel, the extension ends of the short limb keels 102 in the triangular lug reinforcing keels 10 on two sides exceed the node side secondary keel 82, and the extension ends of the short limb keels 102 on two sides are vertically crossed and propped against the outer sides of the node side secondary keels 82.
The structural beam on both sides comprises a child side 26 and a parent side 27, the additional reinforcing keels 14 are ear-free reinforcing keels 142 of single steel pipes, the ear-free reinforcing keels are arranged in groups corresponding to the long limb keels 101 of the triangular belt ear reinforcing keels 10 on the parent side one by one to form parent side reinforcing keels, the parent side reinforcing keels prop against the outer side of the front main keels 33 of the side beams, and the distance between the two steel pipes of the parent side reinforcing keels is matched with the cross beam penetrating bolts 16.
Short limb keels 102 of the triangular belt ear reinforcing keels 10 on the female side are propped against the outer side of the joint side secondary keels 82, the triangular belt ear reinforcing keels 10 on the child side are arranged in pairs, long limb keels 101 are propped against the outer side of the front main keels 33 of the side beams, short limb keels 102 are propped against the outer side of the joint side secondary keels 82, the short limb keels 102 on the female side are respectively correspondingly clamped on the upper side and the lower side of the short limb keels 102 group on the child side and sequentially penetrate through the side plate connecting holes 24 for fastening through respective first reinforcing lugs 19 and keel cross reinforcing members 18.
The lower layer steel pipes of the back side reinforcing keels 15 of the mother side are elongated, the elongated ends of the lower layer steel pipes are also perpendicularly crossed with the elongated ends of the back side reinforcing keels 15 of the son side, and two lower layer steel pipes of two adjacent back side reinforcing keels 15 of the mother side are respectively correspondingly clamped on the upper side and the lower side of the back side reinforcing keels 15 which are arranged in groups of the son side.
The extension end that the fossil fragments 15 was consolidated to both sides backside all is equipped with the third and consolidates ear 28 and form the monaural and consolidates fossil fragments 143, the third consolidates ear 28 and is the opening orientation monaural and consolidates fossil fragments and rather than vertically C type, including two right third sideboards 281 and third backplate 282 from top to bottom, the both ends of third backplate 282 and the outer end fixed connection of third sideboard 281, the inner of two third sideboards 281 are the cambered surface, this cambered surface suits with the outline that the monaural consolidates fossil fragments, the cambered surface of two third sideboards 281 centre gripping respectively in the both sides and fixed connection that the monaural consolidates fossil fragments, the sideboard connecting hole 24 that supplies fossil fragments cross reinforcement 18 to run through are all opened to the outer tip of two third sideboards 281, the sideboard connecting hole 24 on each third sideboard 281 aligns and passes in proper order and vertical locking through fossil fragments cross reinforcement 18.
In the embodiment, two groups of four reinforcing keels with lugs on the child side are arranged, and two rows of cross beam penetrating bolts on the child side are arranged; two groups of four reinforcing keels are arranged on the triangular belt lug reinforcing keels on the female side, four reinforcing keels are arranged on the additional reinforcing keels, the reinforcing keels correspond to each other one by one, and four rows of cross beam penetrating bolts on the female side are arranged on the reinforcing keels on the female side; the triangular belt ear reinforcing keels of each group of the child side are locked with the triangular belt ear reinforcing keels of the parent side and the triangular belt ear reinforcing keels through two keels which are opposite in upper and lower relative insertion directions, the child side back side reinforcing keels are totally provided with two groups of four, the parent side back side reinforcing keels are totally provided with four groups of eight, wherein the lower layer reinforcing steel bars in each group and the child side back side reinforcing keels sequentially penetrate through and vertically lock through the two keels which are opposite in upper and lower relative insertion directions.
The construction method of the comprehensive beam column template system comprises the following construction steps:
step one, designing the sizes, the numbers and the arrangement positions of a column template system, a beam end template system and a beam bottom template support system according to the sizes of a column structure and a beam structure, and processing in a factory, wherein each bolt hole is formed in a beam side panel;
step two, firstly, erecting a column standard system of a structural column, reserving a erecting position of a node system of the structural column, and then erecting a beam bottom mould supporting system which is generally a scaffold support;
and thirdly, integrally supporting a node system and a beam end template system of the structural column, fastening the node system and the beam end template system through a beam column node connecting system, firstly supporting the node system and the beam end template system, simultaneously supporting a beam back main keel 32 and the beam back main keel by a back side reinforcing keel 15 supporting top which is aligned with a long limb keel 101 of the triangular belt ear reinforcing keel 10, matching the long limb keel 101 of each triangular belt ear reinforcing keel 10 with an ear-free reinforcing keel, fastening the beam end template system through a cross beam penetrating bolt 16, fastening the back side of a node system part through a cross beam penetrating bolt 17, locking each reinforcing ear of the extension ends of short limb keels 102 of the triangular belt ear reinforcing keels 10 at two sides through keel cross reinforcements 18, and finally locking each reinforcing ear of the extension ends of the back side reinforcing keels 15 through keel cross reinforcements 18.
Claims (9)
1. The utility model provides a synthesize beam column template system, includes the post template system of structure post, the beam end template system of structure roof beam and the beam bottom mould braced system of structure roof beam, its characterized in that: also comprises a beam column node connecting system,
the beam end template system comprises a beam panel (1), liang Ci keels (2) and a beam main keel (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 sub-keel comprises a beam bottom sub-keel (21), beam back sub-keels (22) and beam front sub-keels (23) which are horizontally arranged at intervals along the height direction of the structural beam, the beam main keel (3) comprises a beam bottom mold supporting system, beam back main keels (32) and beam front main keels (33) which are vertically arranged at intervals along the length direction of the structural beam, the lower side of the beam bottom panel (11) is propped by the beam bottom sub-keel (21), the beam bottom sub-keel (21) is propped by the beam bottom mold supporting system, the outer side of the beam back panel (12) is propped by the beam back sub-keel (22), the beam back sub-keels (22) are propped by the beam back main keels (32), the outer side of the beam front panel (13) is propped by the beam front sub-keels (23) and the beam front sub-keels (33) are propped by the front sub-keels (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 an internal 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 in the range of the node of the beam column and a standard system outside the range of the node,
the standard system comprises a standard panel (4), standard secondary keels (5) which are arranged along the horizontal direction of the standard panel (4) at intervals in a vertical through length mode and standard main keels (6) which are arranged along the height direction of the standard panel (4) at intervals in a horizontal mode, the outer side of the standard panel (4) is propped by the standard secondary keels (5), the outer side of the standard secondary keels (5) is propped by the standard main keels (6), the end portions of the adjacent opposite side standard main keels (6) are fixedly connected in a pulling mode through standard pull connectors,
the node system comprises a node panel (7), a node secondary joist (8) and a node main joist (9), wherein the node panel (7) comprises a node back panel (71) and a node non-back panel at the back side, the node back panel (71) is formed by upward extending of a standard panel (4) and is flush with a beam back panel (12), the node non-back panel is formed by upward extending of the standard panel (4) and is connected with a beam front panel (13), the node secondary joist (8) comprises a node back secondary joist (81) and a node non-back secondary joist, the node back secondary joist (81) is horizontally arranged and is shared with a beam back secondary joist (22), the node non-back secondary joist is formed by upward extending of a standard secondary joist (5), the node main joist (9) comprises a node back main joist, the node back main joist is parallel to a beam back main joist (32) and is vertically arranged at intervals along the length direction of the node back secondary joist (81),
The beam column node connecting system is arranged opposite to structural columns and on left and right opposite sides in the range of beam column nodes, 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-column penetrating bolt (17) and a keel cross reinforcing member (18), the triangular lug reinforcing keel (10) and the additional reinforcing keel (14) are correspondingly arranged,
the triangular belt ear reinforcing keels (10) are horizontally arranged at the position of the internal corner (31) at intervals along the height direction and comprise long limb keels (101), short limb keels (102) and supporting rods (103), the long limb keels (101) are propped against the outer sides of the main keels (33) in front of the beam, the short limb keels (102) are propped against the outer sides of the non-back secondary keels of the nodes, two ends of the supporting rods (103) are respectively fixedly connected with the outer sides of the long limb keels (101) and the short limb keels (102), the additional reinforcing keels (14) are vertically arranged with the short limb keels (102),
the triangular belt ear reinforcing keel (10) is matched with the additional reinforcing keel (14) to prop up, the end parts of the short limb keels (102) are respectively extended out of the joint non-back secondary keels, the extending ends of the short limb keels (102) are provided with first reinforcing ears (19), the extending ends of the additional reinforcing keels (14) are provided with additional reinforcing ears, the first reinforcing ears (19) and the additional reinforcing ears are vertically aligned to sequentially pass through the keel cross reinforcing members (18) and vertically lock,
The back side reinforcing keels (15) and the triangular belt ear reinforcing keels (10) are arranged in a front-back correspondence manner, the back side reinforcing keels (15) are horizontally arranged along the back sides of the structural beams and the structural columns in a through length manner and prop against the outer sides of the beam back main keels (32) and the node back main keels, the cross beam penetrating bolts (16) horizontally penetrate through the structural beams, the long limb keels (101), the beam front main keels (33), the beam back main keels (32) and the back side reinforcing keels (15) are sequentially pulled in front-back manner, the cross non-penetrating stud bolts (17) are locked and prop against the outer sides of the node back main keels and the back side reinforcing keels (15),
the keel cross reinforcement (18) comprises a main rod (181) with threads, an operation ring (182), a base plate (183), a reinforcement gasket (184) and a reinforcement nut (185), wherein the operation ring (182) is fixedly connected to one end of the main rod (181), the base plate (183), the reinforcement gasket (184) and the reinforcement nut (185) are sleeved on the main rod (181), the thickness of the reinforcement base plate (183) is equal to the setting distance of two triangular belt ear reinforcement keels (10) and is located between two adjacent reinforcement ears from top to bottom in the same group, the base plate (183) is further provided with a base plate (183) connecting hole corresponding to the side plate connecting hole (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 through the operation ring (182), and the tail of the main rod (181) is fastened through the reinforcement gasket (184) and the reinforcement nut (185).
2. The composite beam column formwork system as claimed in claim 1, wherein: liang Ci fossil fragments (2), standard secondary joist (5) and node secondary joist (8) are steel wood Fang Longgu, roof beam main joist (3), standard main joist (6), node main joist (9) and dorsal part consolidate fossil fragments (15) and are the double steel pipe fossil fragments that two steel pipes constitute.
3. The composite beam column formwork system as claimed in claim 2, wherein: the triangular belt ear reinforcing keel (10) is a single steel pipe keel, the supporting rods (103) are steel bars or round steel, the first reinforcing ears (19) are open towards the short limb keels (102) and are vertical to the short limb keels, the triangular belt ear reinforcing keels comprise two first side plates (191) and a first back plate (192) which are opposite from top to bottom, 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 arc surfaces, the arc surfaces are matched with the outer outline of the short limb keels (102), the arc surfaces of the two first side plates (191) are respectively clamped on two sides of the short limb keels (102) and are fixedly connected, and the outer ends of the two first side plates (191) are provided with side plate connecting holes (24) for the keel cross reinforcing members (18) to penetrate through.
4. The composite beam column formwork system as claimed in claim 1, wherein: the cross beam penetrating bolt (16) comprises a long screw (161), four beam penetrating mountain-shaped clamps (162), a long screw gasket (163) and a long screw nut (164), arc sleeve openings of the beam penetrating mountain-shaped clamps (162) face the center of the long screw (161), the beam penetrating mountain-shaped clamps (162) are divided into two groups which are respectively sleeved at two ends of the long screw (161), in each group of 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 push the inner side beam penetrating mountain-shaped clamps (162), the inner side beam penetrating mountain-shaped clamps (162) prop against the outer sides of the beam front main keels (33) and the beam back main keels (32), the outer side beam penetrating mountain-shaped clamps (162) prop against the outer sides of the long limb keels (101) and the back side reinforcing keels (15), the tail parts of the long screw (161) are tightly fixed by the long screw (163) and the long screw nut (164),
the cross non-penetrating stud (17) comprises a short screw (171), two non-penetrating stud clamps (172), a short screw gasket (173), a short screw outer nut (174) and a short screw inner nut (175), arc-shaped sleeve openings of the non-penetrating stud clamps (172) are opposite, the non-penetrating stud clamps (172) are vertically arranged and respectively sleeved at two ends of the short screw (171), the two non-penetrating stud clamps (172) are respectively an inner side non-penetrating stud clamp (172) and an outer side non-penetrating stud clamp (172), the arrangement distance between the inner side non-penetrating stud clamps (172) and the outer side non-penetrating stud clamps (172) is matched with the arrangement distance of the node back main keel and the back side reinforcing keel (15), the inner side non-penetrating stud clamps (172) are horizontally arranged, the outer side non-penetrating stud clamps (172) are vertically arranged, the inner side non-penetrating stud clamps (172) are propped against the inner side of the node back main keel, the outer side non-penetrating stud clamps (172) are propped against the inner side of the back side main keel, and the inner side non-penetrating stud clamps (172) are fastened on the inner side of the back side of the node back main keel, and the short screw (171) are fastened through the short screw gasket (174) and the short screw inner side non-penetrating stud clamps (172).
5. The composite beam column formwork system as claimed in claim 4, wherein: the structure beam is arranged at 180 degrees on two sides of the structure column, the node non-back panel comprises a node side panel (72) on the left side and the right side and a node front panel (73) on the front side, the node non-back secondary keel comprises a node side secondary keel (82) and a node front secondary keel (83) corresponding to the node non-back panel, the triangular belt ear reinforcement keels (10) on two sides are arranged in pairs to form a double steel pipe keel, the extension ends of the short limb keels (102) exceed the node front secondary keel (83), the short limb keels (102) prop against the outer side of the node side secondary keel (82), the extension ends of the short limb keels (102) on two sides are fixed by being pulled by a horizontal standard pull connector (25),
the additional reinforcing keels (14) are single steel pipes, the setting distance of the two triangular belt ear reinforcing keels (10) is matched with the cross beam penetrating bolts (16), the two extension ends of the additional reinforcing keels (14) are respectively provided with additional reinforcing ears corresponding to the first reinforcing ears (19) on two sides to form double-ear reinforcing keels (141), the additional reinforcing ears are second reinforcing ears (20), the double-ear reinforcing keels prop against the outer sides of the front joint keels (83), the double-ear reinforcing keels are arranged in pairs and respectively correspondingly clamped on the upper side and the lower side of the front joint reinforcing keels, the double-ear reinforcing keels are horizontally arranged at intervals along the height direction of the front joint keels (83) and are vertical to the short limb keels (102) on the horizontal plane,
The second reinforcing lug (20) is a C-shaped structure with an opening facing the double-lug reinforcing keel and vertical to the double-lug reinforcing keel, the C-shaped structure comprises two second side plates (201) and a second back plate (202) which are opposite to each other from top to bottom, two ends of the second back plate (202) are fixedly connected with the outer ends of the second side plates (201), the inner ends of the two second side plates (201) are cambered surfaces, the cambered surfaces are matched with the outer contour of the double-lug reinforcing keel, the cambered surfaces of the two second side plates (201) are respectively clamped on two sides of the double-lug reinforcing keel and are fixedly connected, the outer ends of the two second side plates (201) are respectively provided with side plate connecting holes (24) for the keel cross reinforcing members (18) to penetrate through, and the side plate connecting holes (24) on the first side plates (191) are aligned with the side plate connecting holes (24) on the second side plates (201) and sequentially penetrate through the keel cross reinforcing members (18) and are vertically locked.
6. The composite beam column formwork system as claimed in claim 5, wherein: the structural beam is arranged at 90 degrees on two sides of the structural column, the node non-back panel comprises a left node side panel and a right node side panel (72), the node non-back secondary keel comprises a node side secondary keel (82) corresponding to the node non-back panel, the extension ends of the short limb keels (102) in the triangular lug reinforcing keels (10) on two sides exceed the node side secondary keel (82), the extension ends of the short limb keels (102) on two sides are vertically and crosswise arranged and prop up on the outer side of the node side secondary keel (82),
The structural beams at two sides comprise a child side (26) and a parent side (27), the additional reinforcing keels (14) are ear-free reinforcing keels (142) of single steel pipes, the ear-free reinforcing keels and the long limb keels (101) of the triangular belt ear reinforcing keels (10) at the parent side are arranged in a one-to-one correspondence group to form the parent side reinforcing keels, the parent side reinforcing keels prop against the outer side of the front main keels (33) of the side beams, the distance between the two steel pipes of the parent side reinforcing keels is matched with a cross beam penetrating bolt (16),
short limb keels (102) of the triangular lug reinforcing keels (10) on the female side are propped against the outer side of the joint side secondary keels (82), the triangular lug reinforcing keels (10) on the child side are arranged in pairs, the long limb keels (101) are propped against the outer side of the front main keels (33) of the side beams, the short limb keels (102) are propped against the outer side of the joint side secondary keels (82), the short limb keels (102) on the female side are respectively correspondingly clamped on the upper side and the lower side of the short limb keels (102) on the child side and are sequentially fastened through the respective first reinforcing lugs (19) and the keel cross reinforcements (18) through the connecting holes (24) of each side plate,
the lower layer steel pipes of the back side reinforcing keels (15) of the mother side are elongated, the elongated ends of the lower layer steel pipes are also vertically and alternately arranged with the elongated ends of the back side reinforcing keels (15) of the son side, two lower layer steel pipes of two adjacent groups of back side reinforcing keels (15) of the mother side are respectively correspondingly clamped on the upper side and the lower side of the back side reinforcing keels (15) which are arranged in groups of the son side,
The extension end that fossil fragments (15) were consolidated to both sides backside all is equipped with third and consolidates ear (28) and form single ear and consolidates fossil fragments (143), third consolidates ear (28) and be the opening and consolidate fossil fragments and rather than vertically C type, including two right third sideboard (281) and third backplate (282) from top to bottom, the both ends and the outer fixed connection of third sideboard (281) of third backplate (282), the inner of two third sideboard (281) are the cambered surface, and this cambered surface suits with the outline that the fossil fragments were consolidated to single ear, and the cambered surface of two third sideboard (281) centre gripping respectively is in the both sides and fixed connection of single ear and consolidates fossil fragments, and the sideboard connecting hole (24) that supply fossil fragments cross reinforcement (18) run through are all opened to the outer tip of two third sideboard (281), and sideboard connecting hole (24) on each third sideboard (281) align and pass in proper order and vertical locking through fossil fragments cross reinforcement (18).
7. A method of constructing the composite beam column formwork system of claim 5 or 6, wherein the construction steps are as follows:
step one, designing the sizes, the numbers and the arrangement positions of a column template system, a beam end template system and a beam bottom template support system according to the sizes of a column structure and a beam structure, and processing in a factory, wherein each bolt hole is formed in a beam side panel;
Step two, firstly, erecting a column standard system of a structural column, reserving a erecting position of a node system of the structural column, and then erecting a beam bottom mould supporting system which is generally a scaffold support;
and thirdly, integrally supporting a node system of the structural column and a beam end template system, and fastening the node system and the beam end template system through a beam column node connecting system.
8. The method of constructing an integrated beam column form system according to claim 7, wherein: the structure beam is 180 degrees setting in the structure post both sides, in the step three, prop up earlier and establish node system and beam end template system, wherein beam back main joist (32) and node back main joist are simultaneously through the back side reinforcing joist (15) prop up with the long limb fossil fragments (101) of triangular belt ear reinforcing joist (10) alignment, beam end template system passes through cross beam penetrating bolt (16) fastening, the backside of node system part passes through cross non-penetrating stud (17) fastening, the extension end of the short limb fossil fragments (102) of triangular belt ear reinforcing joist (10) of both sides passes through horizontal standard pull joint spare pull joint to be fixed, finally with each anchor ear alignment of short limb fossil fragments (102) and additional reinforcing fossil fragments (14) through fossil fragments cross reinforcement (18) locking.
9. The method of constructing an integrated beam column form system according to claim 7, wherein: the structure beam is 90 degrees settings in the structure post both sides, in step three, prop up earlier and establish node system and beam end template system, wherein roof beam back main joist (32) and node back main joist pass through simultaneously with the long limb fossil fragments (101) of triangular belt ear reinforcement fossil fragments (10) alignment back side reinforcement fossil fragments (15) prop up, long limb fossil fragments (101) of every triangular belt ear reinforcement fossil fragments (10) cooperate one no ear reinforcement fossil fragments, beam end template system passes through cross beam penetrating bolt (16) fastening, the backside of node system part passes through cross no stud (17) fastening, each reinforcing ear of the short limb fossil fragments (102) extension end of triangular belt ear reinforcement fossil fragments (10) of both sides passes through fossil fragments cross reinforcement (18) locking, each reinforcing ear of the extension end of back side reinforcement fossil fragments (15) is passed through fossil fragments cross reinforcement (18) locking at last.
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| Application Number | Priority Date | Filing Date | Title |
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| KR950011795A (en) * | 1993-10-11 | 1995-05-16 | 하정훈 | Prefabricated iron formwork for concrete column structure |
| WO2014053905A2 (en) * | 2012-10-05 | 2014-04-10 | Hengy Jacques | Structured beam and modular construction element made using said beam |
| CN205894670U (en) * | 2016-04-22 | 2017-01-18 | 中国建筑第二工程局有限公司 | Concrete connects template structure of stubble construction between floor |
| CN107288218A (en) * | 2017-08-15 | 2017-10-24 | 姚伟华 | A kind of assembled steel tendon concrete frame structure bean column node and preparation method thereof |
| CN214575661U (en) * | 2021-01-28 | 2021-11-02 | 中铁十六局集团城市建设发展有限公司 | A template system that is used for frame post and door and window opening wall buttress integral casting |
| CN113605694A (en) * | 2021-08-06 | 2021-11-05 | 中国二十二冶集团有限公司 | Method for reinforcing short-limb shear wall template |
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2022
- 2022-01-06 CN CN202210010370.8A patent/CN114352008B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR950011795A (en) * | 1993-10-11 | 1995-05-16 | 하정훈 | Prefabricated iron formwork for concrete column structure |
| WO2014053905A2 (en) * | 2012-10-05 | 2014-04-10 | Hengy Jacques | Structured beam and modular construction element made using said beam |
| CN205894670U (en) * | 2016-04-22 | 2017-01-18 | 中国建筑第二工程局有限公司 | Concrete connects template structure of stubble construction between floor |
| CN107288218A (en) * | 2017-08-15 | 2017-10-24 | 姚伟华 | A kind of assembled steel tendon concrete frame structure bean column node and preparation method thereof |
| CN214575661U (en) * | 2021-01-28 | 2021-11-02 | 中铁十六局集团城市建设发展有限公司 | A template system that is used for frame post and door and window opening wall buttress integral casting |
| CN113605694A (en) * | 2021-08-06 | 2021-11-05 | 中国二十二冶集团有限公司 | Method for reinforcing short-limb shear wall template |
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| CN114352008A (en) | 2022-04-15 |
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