CN209686862U - Stiffness structure bean column node formwork system - Google Patents
Stiffness structure bean column node formwork system Download PDFInfo
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- CN209686862U CN209686862U CN201920050622.3U CN201920050622U CN209686862U CN 209686862 U CN209686862 U CN 209686862U CN 201920050622 U CN201920050622 U CN 201920050622U CN 209686862 U CN209686862 U CN 209686862U
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- side form
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Abstract
The utility model discloses a kind of stiffness structure bean column node formwork system, for steel pier node area formwork, including joint cores formwork system, section steel beam reinforces bed die, section steel beam reinforces side form and steel column reinforces side form, wherein section steel beam reinforces side form, the steel column reinforces side form and the section steel beam is reinforced bed die and is placed on whole dropping place platform board, whole dropping place platform board is shelved on the joint cores formwork system, the section steel beam reinforces the outside that side form is placed in the section steel beam, the steel column reinforces the outside that side form is placed in the steel column, moulding bed is bound using monoblock type stirrup frame cylinder regularization, guarantee that beam column node area reinforcing bar binds quality, simultaneously with the stirrup of annulus steel plate equal strength substitution beam column node area, improve traditional stirrup construction technology, reduce stirrup difficulty of construction, template is also reduced simultaneously, Concrete construction difficulty.
Description
Technical field
The utility model relates to field of civil engineering, in particular to a kind of stiffness structure bean column node formwork system, especially
Suitable for stiffness structure beam column node area formwork construction.
Background technique
It is continued to bring out for various new structures in China's building field, the mode of structure design also gradually becomes
Diversification.From the angle of design, it should guarantee entity structure " safety is firm " while also to guarantee the " function of molding building
Using, it is beautiful exquisite ", undoubtedly, with the continuous development of Building Trade in China, the biggish Commercial Complex project of the scale of construction is to the latter's
Expecting degree is also continuously improved, that is to say, that under the premise of satisfaction " ultimate limit state ", user is to the " normal of building
Ultimate service state " has deeper understanding and requirement.
For the development trend for catering to this building structure, structure designs the forms such as medium-sized steel member, prestressing force, more beams intersection
It is frequently occurred in each large-scale Commercial Complex project.Not only have for steel reinforced concrete structure opposite concrete structure and " holds
It is good to carry power height, anti-seismic performance " the advantages of, while the work of " reducing sectional dimension of members, increase space utilization rate " can be played
With.Prestressed concrete can guarantee building tool while can playing " rigidity, crack resistance and the durability that improve concrete component "
There is " large span space ".
Steel reinforced concrete and prestressed appear in realize that effect protrudes in terms of " large span space " for building structure, so
And when intersecting while occurring containing section steel beam, steel column, prestressing force, even more beams, complicated construction technique, difficulty of construction is big,
The formwork construction quality of especially such complicated beam column node core area is even more to be difficult to obtain due guarantee.
Utility model content
The purpose of this utility model is to provide a kind of stiffness structure bean column node formwork systems, are fallen on frame using monoblock type
By force to formwork system is drawn, novel in structural design, template assembly and disassembly are convenient, solve the difficulty of beam column node core area template formwork in portion
Topic, improve the construction quality of template, while greatly speeding up speed of application, this exterior sheathing can be realized and be recycled, saved at
This.
In order to realize any of the above purpose of utility model, the utility model discloses a stiffness structure bean column node branch die body
System is used for steel pier node area formwork, and the steel pier includes fashioned iron column web and fashioned iron web, fashioned iron column web
Two sides be arranged steel column wing plate, form the steel column of cross structure, the two sides of fashioned iron web are provided with section steel beam wing plate, shape
At the section steel beam of I-shaped structure, including joint cores formwork system, section steel beam reinforces side form and steel column reinforces side form,
Described in section steel beam reinforces side form, the steel column reinforces side form and section steel beam and reinforce bed die being placed in whole dropping place platform board
On, whole dropping place platform board is shelved on the joint cores formwork system, and the section steel beam reinforces side form and is placed in the type
The outside of girder steel, the steel column reinforce the outside that side form is placed in the steel column；The wherein section steel beam web and described
The avris of fashioned iron column web be welded with split two sides to otic placode is drawn, described pair of drawings otic placode is equipped with removable side form to pull rod, institute
It states steel column reinforcement side form and the steel column reinforces side form and is strained and fixed by removable side form to pull rod；The type
Steel column reinforces being equipped with that the support of side form top is tried to stop people from fighting each other and the vertical tall and slender ear of side form, the side form top support are tried to stop people from fighting each other across two at the top of side form
The steel column of side reinforces side form, and vertically tall and slender ear is strained and fixed with the side form.
In some embodiments, the section steel beam reinforces side form and the steel column is reinforced being equipped with modular steel on the outside of side form
Pipe support, the modular steel pipe frame and the section steel beam reinforce side form and the steel column is reinforced being equipped with frame linking side between side form
Wood.
In some embodiments, the modular steel pipe frame reinforces side form with the section steel beam and/or the steel column adds
To pull rod and pull rod fixture nut is fixed between strong side form with removable side form, the removable side form to pull rod be by
Removable side form forms pull rod, PVC casing.
In some embodiments, side form reinforcing support frame, the side are symmetrically laid in the two sides of the modular steel pipe frame
Modular steel pipe frame described in mould reinforcing support frame inclined shore is placed on the whole dropping place platform board.
In some embodiments, the joint cores formwork system includes whole dropping place platform board and lower part steel pipe support
Frame, wherein the entirety dropping place platform board is supported by the lower part steel tube frame, the entirety dropping place platform board top is equipped with
Side mould limiting part, the side mould limiting part are placed in the outside of the modular steel pipe frame.
In some embodiments, the section steel beam reinforcement bed die rides upon at the top of whole dropping place platform board, and is placed in two sides
Section steel beam reinforce between side form, the section steel beam is reinforced bed die and is tensed by bed die sunpender, and protective layer thickness is not being influenced
In the case of, wherein the bed die sunpender is fixed on the removable side form on pull rod or Vierendeel girder, wherein the Vierendeel girder is set
It sets at the top of the modular steel pipe frame.
In some embodiments, the lower part steel tube frame includes vertical upright bar, longitudinal steel pipe, oblique bridging, cross
To steel pipe, wherein the vertical upright bar and the lateral steel pipe vertically connect, the longitudinal direction steel pipe is laid in vertical upright bar and cross
To steel pipe intersection, vertical upright bar described in the oblique bridging inclined shore and the lateral steel pipe.
In some embodiments, the whole dropping place platform board lower part is described vertical according to equidistant laying steel pipe fixing piece
Upright bar is arranged perpendicular to whole dropping place platform board, and is fixed on the steel pipe fixing piece.
Compared with prior art, the utility model have the characteristics that it is following and the utility model has the advantages that
1 the utility model relates to monoblock type fall frame top by force to draw formwork system, structure is simple, remove flexibly, improve
Construction efficiency is recycled by force in addition, monoblock type falls frame top, has saved cost to drawing the template of formwork system that can realize.
2 the utility model relates to monoblock type fall frame top side form and steel column reinforced to the section steel beam for drawing formwork system by force
Reinforce the particularity that side form has fully considered structure itself, by solving steel column to pull rod to drawing otic placode and removable side form
Beam column node area inconvenience uses the problem of split bolt, and template installation quality has been effectively ensured.
3 the utility model relates to monoblock type fall frame top by force to draw formwork system side form top support try to stop people from fighting each other, it can be achieved that
The tension of die head, avoids template from loosening, and improves the pouring quality of concrete, and concrete perception is good, yin-yang angle side
Just, corner angle are clearly demarcated.
4 the utility model relates to monoblock type fall frame top by force to draw formwork system side form reinforcing support frame, it can be achieved that
The stability of template entirety, when avoiding concreting and vibrating, template run-off the straight loosens, it is ensured that and concrete perception is good,
Yin-yang angle is upright, corner angle are clearly demarcated, and mass effect is significant.
Detailed description of the invention
Fig. 1 is that the monoblock type of an embodiment according to the present utility model falls installation signal of the frame top by force to formwork system is drawn
Figure.
Fig. 2 is organigram of the removable side form to pull rod of an embodiment according to the present utility model.
Fig. 3 is the schematic diagram of the stiffness structure beam column node core area formwork of an embodiment according to the present utility model.
In figure: 1- fashioned iron column web, 4- steel column wing plate, 7- fashioned iron web, 8- section steel beam wing plate, 33- joint core
Area's formwork system, 34- entirety dropping place platform board, 35- reinforce bed die, 37- side mould limiting part, 38- to drawing otic placode, 36- section steel beam
Section steel beam reinforce side form, 39- bed die sunpender, the removable side form of 40- to pull rod, the modular steel pipe frame of 41-, the 42- frame linking lumps of wood,
43- side form vertically tall and slender ear, 44- side form top support try to stop people from fighting each other, 45- side form reinforcing support frame, 61- steel column reinforce side form, 62- pairs
Pull rod fixture nut, 63- steel column area casting concrete, 64- section steel beam area casting concrete, 65-PVC casing, 66- frame
Beam, 67- steel pipe fixing piece, the vertical upright bar of 68-, the longitudinal direction 69- steel pipe, the oblique bridging of 70-, 72- transverse direction steel pipe.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art's every other embodiment obtained, all belongs to
In the range of the utility model protection.
It will be understood by those skilled in the art that in the exposure of the utility model, term " longitudinal direction ", " transverse direction ", "upper",
The orientation of the instructions such as "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom" "inner", "outside" or position are closed
System is to be based on the orientation or positional relationship shown in the drawings, and is merely for convenience of describing the present invention and simplifying the description, without
It is that the device of indication or suggestion meaning or element must have a particular orientation, be constructed and operated in a specific orientation, therefore on
Stating term should not be understood as limiting the present invention.
It is understood that term " one " is interpreted as " at least one " or " one or more ", i.e., in one embodiment,
The quantity of one element can be one, and in a further embodiment, the quantity of the element can be it is multiple, term " one " is no
It can be interpreted as the limitation to quantity.
As shown in FIG. 1 to 3, the knot of the stiffness structure bean column node formwork system of an embodiment according to the present utility model
Structure is demonstrated, and specifically includes that joint cores formwork system (33), whole dropping place platform board (34), to drawing otic placode (35), fashioned iron
Beam reinforces bed die (36), side mould limiting part (37), section steel beam reinforcement side form (38), bed die sunpender (39), removable side form to drawing
Vertically try to stop people from fighting each other (44), side are supportted in tall and slender ear (43), side form top for bar (40), modular steel pipe frame (41), the frame linking lumps of wood (42), side form
Mould reinforcing support frame (45), steel column reinforce side form (61), Vierendeel girder (66).
Stiffness structure bean column node formwork system is used for steel pier node area formwork, and the steel pier includes fashioned iron
Steel column wing plate (4) are arranged in the two sides of column web (1) and fashioned iron web (7), fashioned iron column web (1), form cross structure
Steel column, the two sides of fashioned iron web (7) are also equipped with section steel beam wing plate (8), form the section steel beam of I-shaped structure, section steel beam
Web (7) is placed in the two sides of steel column wing plate (4):
Stiffness structure bean column node formwork system includes: joint cores formwork system (33), whole dropping place platform board
(34), section steel beam reinforces bed die (36), section steel beam reinforces side form (38) and steel column reinforces side form (61), and wherein section steel beam adds
Strong side form (38), steel column reinforce side form (61) and section steel beam is reinforced bed die (36) and is placed on whole dropping place platform board (34),
Section steel beam reinforces the outside that side form (38) are placed in section steel beam, and steel column reinforces the outside that side form (61) are placed in steel column, steel column
Reinforce filled-type steel column area casting concrete (63) between side form (61) and steel column, section steel beam reinforces side form (38) and section steel beam
Between filled-type girder steel area casting concrete (64), fully considered the particularity of structure itself by this method, by draw ear
Plate (35) and removable side form solve the problems, such as the inconvenience of steel column beam column node area using split bolt, effectively to pull rod (40)
It ensure that template installation quality.
The avris of fashioned iron web (7) be welded with split two sides to draw otic placode (35), to draw otic placode (35) be equipped with it is removable
Formula side form to pull rod (40), reinforce side form (38) and be strained and fixed by removable side form to pull rod (40) by steel column.
It tries to stop people from fighting each other (44) and the vertical tall and slender ear of side form in addition, steel column reinforces being equipped with the support of side form top at the top of side form (38)
(43), for steel column reinforce side form (38) at the top of being strained and fixed, side form top support try to stop people from fighting each other (44) pass through two sides steel column
Reinforce side form (38), and vertically tall and slender ear (43) is strained and fixed with side form, so that the fixed steel column that is strained and fixed reinforces side form
(38) top, vertically tall and slender ear (43) connection steel column reinforces side form (38) to side form and (44) connection of trying to stop people from fighting each other is supportted on side form top
Place.
In addition, as shown in figure 3, being welded on fashioned iron column web (1) to otic placode (35) are drawn, being equipped with to drawing otic placode (35) can
Formula side form is torn open to pull rod (40), steel column reinforces side form (61) and is strained and fixed by removable side form to pull rod (40), can
The tension for realizing die head, avoids template from loosening, improves the pouring quality of concrete, concrete perception is good, yin-yang
Angle is upright, corner angle are clearly demarcated.
As shown in figures 1 and 3, section steel beam reinforces side form (38) and steel column is reinforced being equipped with modular steel on the outside of side form (61)
Pipe support (41), modular steel pipe frame (41) and section steel beam reinforce side form (38) and steel column is reinforced being equipped with frame linking between side form (61)
The lumps of wood (42) reinforces side form (38) and steel column reinforcement side form (61) for compressing girder steel, so that section steel beam reinforces side form
(38) reinforce side form (61) with steel column and realize tension and compression fastening.Modular steel pipe frame (41) and section steel beam reinforce side form (38) and/
Or steel column is reinforced to pull rod (40) and pull rod fixture nut (62) being fixed between side form (61) with removable side form,
That is, removable side form passes through pull rod (40), section steel beam reinforces side form (38) and/or steel column reinforces side form (61) and with to drawing
Bar fixture nut (62) is fixed.
It is symmetrical in the two sides of modular steel pipe frame (41) in order to further guarantee that steel column reinforces the firm of side form (38)
It lays side form reinforcing support frame (45), the modular steel pipe frame of side form reinforcing support frame (45) inclined shore (41) is placed in entirety
On dropping place platform board (34), reinforcement steel column reinforce side form (38) structural stability, it can be achieved that template entirety stability, keep away
When exempting from concreting and vibrating, template run-off the straight loosens, it is ensured that and concrete perception is good, and yin-yang angle is upright, corner angle are clearly demarcated,
Mass effect is significant.
As shown in Fig. 2, removable side form is to PVC casing (65) are additionally provided on pull rod (40), removable side form is to drawing
It is nested on bar (40) to pull rod fixture nut (62) fixed cell formula steel pipe frame (41).
As shown in Figure 1, joint cores formwork system (33) is made of lower part steel tube frame, whole dropping place platform board
(34) top is equipped with side mould limiting part (37), and side mould limiting part (37) is placed in the outside of modular steel pipe frame (41), prevents from fixing
Modular steel pipe frame (41) is pulled through restriction.
Section steel beam is reinforced bed die (36) and is ridden upon at the top of whole dropping place platform board (34), and is drawn by bed die sunpender (39)
Tightly.Section steel beam is reinforced bed die (36) and is placed between section steel beam reinforcement side form (38) of two sides, in the feelings for not influencing protective layer thickness
Under condition, bed die sunpender (39), which is fixed on, sets a roof beam in place (66) to pull rod (40) or top frame to the removable side form in drawing otic placode (35)
On, wherein Vierendeel girder (66) setting is at the top of modular steel pipe frame (41).
Lower part steel tube frame is by vertical upright bar (68), longitudinal steel pipe (69), oblique bridging (70), lateral steel pipe
(72) it forms, wherein vertical upright bar (68) and lateral steel pipe (72) vertically connect, constitutes overall skeleton, longitudinal steel pipe (69) is laid
Oblique bridging is additionally provided in vertical upright bar (68) and lateral steel pipe (72) intersection in order to guarantee skeleton overall stability
(70), the vertical upright bar of oblique bridging (70) inclined shore (68) and lateral steel pipe (72).
Steel pipe fixing piece (67) are laid according to equidistant in whole dropping place platform board (34) lower part, wherein fixing vertical upright bar (68)
Perpendicular to whole dropping place platform board (34), and it is fixed on steel pipe fixing piece (67).
The utility model is not limited to above-mentioned preferred forms, anyone can obtain under the enlightenment of the utility model
Other various forms of products, however, make any variation in its shape or structure, it is all that there is same as the present application or phase
Approximate technical solution, all falls within the protection scope of the utility model.
Claims (8)
1. stiffness structure bean column node formwork system is used for steel pier node area formwork, the steel pier includes steel column
Steel column wing plate (4) are arranged in the two sides of web (1) and fashioned iron web (7), fashioned iron column web (1), form cross structure
Steel column, the two sides of fashioned iron web (7) are provided with section steel beam wing plate (8), form the section steel beam of I-shaped structure, and feature exists
In, comprising:
Whole dropping place platform board (34), joint cores formwork system (33), section steel beam reinforces side form (38), section steel beam reinforces bottom
Mould (36) and steel column reinforce side form (61), wherein the section steel beam reinforces side form (38), the steel column reinforces side form
(61) and the section steel beam is reinforced bed die (36) and is placed on the whole dropping place platform board (34), the entirety dropping place platform board
(34) it is shelved on the joint cores formwork system (33), the section steel beam reinforces side form (38) and is placed in the section steel beam
Outside, the steel column reinforce the outside that side form (61) are placed in the steel column；
Wherein the avris of the section steel beam web (7) and the fashioned iron column web (1) be welded with split two sides to draw otic placode
(35), described pair of drawing otic placode (35) is equipped with removable side form to pull rod (40), and the steel column reinforces side form (61) and institute
Steel column reinforcement side form (61) is stated to be strained and fixed to pull rod (40) by removable side form；And
The steel column reinforces being equipped with the support of side form top at the top of side form (61) and tries to stop people from fighting each other (44) and the vertical tall and slender ear (43) of side form, institute
It states the side form top support steel column of (44) across two sides of trying to stop people from fighting each other and reinforces side form (38), and with the side form vertically tall and slender ear (43) drawing
It fastens.
2. stiffness structure bean column node formwork system according to claim 1, which is characterized in that the section steel beam reinforces side
Mould (38) and the steel column are reinforced being equipped with modular steel pipe frame (41) on the outside of side form (61), the modular steel pipe frame (41) with
The section steel beam reinforces side form (38) and the steel column is reinforced being equipped with the frame linking lumps of wood (42) between side form (61).
3. stiffness structure bean column node formwork system according to claim 2, which is characterized in that the modular steel pipe frame
(41) and the section steel beam reinforces side form (38) and/or the steel column is reinforced between side form (61) with removable side form to drawing
Bar (40) and pull rod fixture nut (62) is fixed, the removable side form includes removable side form to drawing to pull rod (40)
Bar (40), PVC casing (65).
4. stiffness structure bean column node formwork system according to claim 2, which is characterized in that in the modular steel pipe
Symmetrically lay side form reinforcing support frame (45), unit described in side form reinforcing support frame (45) inclined shore in the two sides of frame (41)
Formula steel pipe frame (41) is placed on the whole dropping place platform board (34).
5. according to any stiffness structure bean column node formwork system of claim 2 to 4, which is characterized in that the node
Core space formwork system (33) includes lower part steel tube frame, wherein the entirety dropping place platform board (34) is by the lower part steel pipe
Support frame support, entirety dropping place platform board (34) top are equipped with side mould limiting part (37), and the side mould limiting part (37) is set
In the outside of the modular steel pipe frame (41).
6. stiffness structure bean column node formwork system according to claim 5, which is characterized in that the section steel beam reinforces bottom
Mould (36) rides upon at the top of the whole dropping place platform board (34), and the section steel beam for being placed in two sides is reinforced between side form (38), institute
It states section steel beam and reinforces bed die (36) by bed die sunpender (39) tension, in the case where not influencing protective layer thickness, wherein described
Bed die sunpender (39) is fixed on the removable side form on pull rod (40) or Vierendeel girder (66), wherein the Vierendeel girder (66) is set
It sets at the top of the modular steel pipe frame (41).
7. stiffness structure bean column node formwork system according to claim 5, which is characterized in that the lower part steel pipe support
Frame includes vertical upright bar (68), longitudinal steel pipe (69), oblique bridging (70), lateral steel pipe (72), wherein the vertical upright bar
(68) it is vertically connected with the lateral steel pipe (72), the longitudinal direction steel pipe (69) is laid in vertical upright bar (68) and lateral steel pipe
(72) intersection, vertical upright bar (68) and the transverse direction steel pipe (72) described in oblique bridging (70) inclined shore.
8. stiffness structure bean column node formwork system according to claim 7, which is characterized in that the entirety dropping place platform
Steel pipe fixing piece (67) are laid according to equidistant in plate (34) lower part, and the vertical upright bar (68) is perpendicular to whole dropping place platform board (34)
Setting, and be fixed on the steel pipe fixing piece (67).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920050622.3U CN209686862U (en) | 2019-01-11 | 2019-01-11 | Stiffness structure bean column node formwork system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920050622.3U CN209686862U (en) | 2019-01-11 | 2019-01-11 | Stiffness structure bean column node formwork system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209686862U true CN209686862U (en) | 2019-11-26 |
Family
ID=68598796
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920050622.3U Active CN209686862U (en) | 2019-01-11 | 2019-01-11 | Stiffness structure bean column node formwork system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209686862U (en) |
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2019
- 2019-01-11 CN CN201920050622.3U patent/CN209686862U/en active Active
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Effective date of registration: 20191230 Address after: 610045 8/F, Huigu 1 Building, 11 East Fourth Road, Wuke District, Chengdu City, Sichuan Province Patentee after: Road and Waterway Construction Engineering Co., Ltd. Address before: 310003 room 1901, unit 3, 3 Wanda Commercial Center, Gongshu District, Hangzhou, Zhejiang. Patentee before: Hangzhou Jiang Run Science and Technology Ltd. |