CN209384527U - A kind of positioning card for indulging muscle positioning applied to wall beam node annular - Google Patents
A kind of positioning card for indulging muscle positioning applied to wall beam node annular Download PDFInfo
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- CN209384527U CN209384527U CN201821998582.7U CN201821998582U CN209384527U CN 209384527 U CN209384527 U CN 209384527U CN 201821998582 U CN201821998582 U CN 201821998582U CN 209384527 U CN209384527 U CN 209384527U
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Abstract
The utility model discloses a kind of positioning cards that muscle positioning is indulged applied to wall beam node annular, solve the technical issues of existing beam wall connecting node annular indulges muscle spacing unevenness and not can guarantee framework of steel reinforcement periphery concreting thickness.The utility model includes the positioning card of strip, the corresponding groove of a column or more is offered along the length direction of positioning card, the side of positioning card is arranged in groove, the size of groove is adapted with the diameter of the vertical muscle of annular, and the width of the slot bottom of groove is no more than the vertical range between the vertical muscle of annular and formwork for placing in the horizontal direction.The annular that the utility model is suitable for all kinds of abnormity components simultaneously indulges being fixed temporarily for muscle, not only eliminate the troublesome operation of traditional tied silk binding, and avoid the problems such as horizontal vertical muscle occurs relative displacement and causes bonding strength insufficient, the globality of connecting node is improved simultaneously, it is easy to use, easy to spread.
Description
Technical field
The annular that the utility model relates to shear wall node indulges muscle field of locating technology, particularly relates to a kind of applied to wall beam section
The positioning card of the vertical muscle positioning of point annular.
Background technique
The connection of shear wall and beam in construction projects is a common operational procedure, traditional side in the operational procedure
Formula is as shown in Figure 1 and Figure 2, as shown in Figure 1, being fixed temporarily the vertical muscle of annular in the shear wall vertical bar 2 for being higher by formwork for placing 1 first
3, for the globality and connection structure intensity for guaranteeing connecting node, need vertical muscle 3 of several annulars etc. being temporarily fixed at shear wall
In vertical bar 2.As shown in Fig. 2, operation horizontal beam 4 is inserted between the vertical muscle 3 of several annulars after the vertical muscle 3 of annular is fixed temporarily,
Then horizontal beam 4 is transferred, the vertical muscle 3 of several annulars being fixed temporarily can be pushed down into during horizontal beam 4 is transferred and pour mould
In plate 1, but the annular being arranged at equal intervals indulges muscle 3 and can change spacing during being pressed down, and causes to press together or incline
Tiltedly the problem of being extruded in side, indulging the annular at connecting node, muscle spacing is excessive, not can guarantee connecting node globality and
Bonding strength.In addition, the problems such as tilting caused by being extruded as the vertical muscle of annular, not can guarantee framework of steel reinforcement periphery concrete
Thickness is poured, concrete is easy to produce crack and reveals muscle herein after the completion of subsequent concreting.It is more outstanding to be, it is special-shaped
The annular of shear wall confined boundary member indulges that muscle is complex-shaped, and above-mentioned traditional operation will will lead to that the vertical muscle of annular is even more serious to be squeezed
Pressure inclination, not can guarantee the globality of bonding strength and connection structure.
Utility model content
For the deficiency in above-mentioned background technique, it is applied to wall beam node annular the utility model proposes one kind and indulges muscle positioning
Positioning card, solving existing beam wall connecting node annular, to indulge muscle spacing uneven and not can guarantee framework of steel reinforcement periphery concrete and pour
The technical issues of building thickness.
The technical solution of the utility model is achieved in that a kind of positioning that muscle positioning is indulged applied to wall beam node annular
Card, the positioning card including strip offer the corresponding groove of a column or more along the length direction of positioning card, and groove is arranged flat
The side of steel plate, the size of groove are adapted with the diameter of the vertical muscle of annular, the width of the slot bottom of groove no more than the vertical muscle of annular with
Vertical range between formwork for placing in the horizontal direction.The positioning card of this programme can be vertical to the annular at wall beam connecting node
Muscle is fixed temporarily, and each vertical muscle of annular at connecting node is made to be connected as an entirety, discharge water instantly flat-topped ridge when, can keep away
The displacement for exempting from the vertical muscle of annular falls to the vertical muscle of several annulars in formwork for placing fully while at equal intervals；Meanwhile positioning card
The overall stability that wall beam connecting node reinforcing bar can be enhanced is not susceptible to deform when reinforcing bar when casting concrete vibrates, into one
Step ensure that the structural strength of wall beam connecting node；In addition, the slot bottom of groove, that is, positioning card do not open up the side of groove can
With with formwork for placing phase apical grafting, can be used as shear force wall reinforcing steel bar skeleton concrete protective layer and positioned, effectively control shear wall
The thickness of joint reinforcing bar protective layer.
Further, in the corresponding groove up and down, the distance between adjacent grooves are equal to adjacent ring at wall beam node
Shape indulges the minimum spacing of muscle.Because of different buildings, there is different construction criterias, the distance between adjacent grooves are carried out most
Positioning card can be made as standard component by small standard setting, can satisfy the positioning that annular at any wall beam connecting node indulges muscle
It is required that.
Further, the positioning card is band steel, and the groove is provided with the side of the length direction of band steel, and band steel has
The advantages that rigidity is big, material easily obtains.
Further, the positioning card includes the band steel that at least two panels is arranged side by side, and each band steel side-by-side parallel is connected, described recessed
Slot is provided with the side of the length direction of band steel, and the groove on each band steel is successively horizontal corresponding.It is arranged side by side that two panels or more is set
Band steel may further ensure that support strength and connection integrity as positioning card, while corresponding recessed on band steel arranged side by side
Slot can fully ensure that the locating effect to the vertical muscle of annular.
The positioning card is channel steel, and the groove is provided on the two panels cell wall of channel steel, recessed on two cell walls of channel steel
Slot is successively horizontal corresponding.Channel steel is set as positioning card, both can guarantee support strength, connection integrity and locating effect, and
Ready-made channel steel material can be used to be made, not only convenient but also saving cost.
Further, the width of the slot bottom of the groove is equal between the vertical muscle of annular and formwork for placing in the horizontal direction
Vertical range not only may further ensure that the stability to the vertical muscle clamping of annular, but also may further ensure that concrete shakes
Smash the reliability poured.
The utility model can indulge muscle to the annular at wall beam connecting node and be fixed temporarily, and make each at connecting node
A vertical muscle of annular is connected as an entirety, discharge water instantly flat-topped ridge when, relative displacement can occur to avoid the vertical muscle of each annular, make to count
A vertical muscle of annular is fully fallen in formwork for placing simultaneously at equal intervals；Meanwhile positioning card can also enhance wall beam connecting node steel
The overall stability of muscle is not susceptible to deform when reinforcing bar when casting concrete vibrates, and further ensures wall beam connecting node
Structural strength；In addition, the slot bottom of groove, that is, positioning card do not open up groove side can with formwork for placing phase apical grafting,
It can be used as shear force wall reinforcing steel bar skeleton concrete protective layer to be positioned, the effective thickness for controlling shear wall node cover to reinforcement
Degree.The annular that the utility model is suitable for all kinds of abnormity components simultaneously indulges being fixed temporarily for muscle, eliminates traditional tied silk binding
Troublesome operation, it is practical convenient, easy to spread.
Detailed description of the invention
It, below will be to attached drawing needed in embodiment description in order to illustrate more clearly of the utility model embodiment
It is briefly described, it should be apparent that, the drawings in the following description are merely some embodiments of the present invention, for ability
For the those of ordinary skill of domain, without creative efforts, it can also be obtained according to these attached drawings other attached
Figure.
Fig. 1 is the preparation schematic diagram before the construction of conventional wall girder connection；
Schematic diagram after the construction of Fig. 2 figure conventional wall girder connection；
Fig. 3 is the scheme of installation of the utility model；
Fig. 4 is the schematic diagram that the utility model is installed in place together with the vertical muscle of annular；
Fig. 5 is the top view of Fig. 4；
Fig. 6 is the structural schematic diagram of the utility model.
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 are under that premise of not paying creative labor
Every other embodiment obtained, fall within the protection scope of the utility model.
Embodiment 1, a kind of positioning card for indulging muscle positioning applied to wall beam node annular, as shown in fig. 6, including strip
Positioning card 5 offers the corresponding groove 6 of a column or more along the length direction of positioning card 5, and the one of positioning card 5 is arranged in groove 6
Side.The size of the groove 6 is adapted with the diameter of the vertical muscle 3 of annular, as shown in figure 3, needing to face at equal intervals in shear wall vertical bar 2
When fixed annular indulge muscle 3 and can be connected in groove 6,
The width of the slot bottom 6-1 of groove 6 is no more than annular vertical the distance between muscle 3 and formwork for placing 1.
The use process of this programme as shown in figure 3, the vertical muscle 3 of each annular to be set in the periphery of shear wall vertical bar 2 first,
The vertical muscle 3 of annular is higher by template 1 at this time, then positioning card 5 is connected to the outside of the vertical muscle 3 of each annular, makes the vertical muscle 3 of each annular
An entirety is constituted with positioning card 5, it then will be between the vertical muscle 3 of each annular of end insertion of horizontal beam 4.Subsequent process such as Fig. 4,
Shown in Fig. 5, annular as a whole is indulged muscle 3 to 4 horizontal beam 4 of horizontal beam of decentralization and positioning card 5 presses to formwork for placing 1 together
It is interior.
The positioning card 5 of this programme can indulge muscle 3 to the annular at wall beam connecting node and be fixed temporarily, and make connecting node
Each vertical muscle 3 of annular at place is connected as an entirety, discharge water instantly flat-topped ridge 4 when, opposite position can occur to avoid the vertical muscle 3 of annular
It moves, falls to several vertical muscle 3 of annular in formwork for placing 1 fully while at equal intervals；Meanwhile positioning card 5 can also enhance wall beam
The overall stability of connecting node reinforcing bar is not susceptible to deform when reinforcing bar when casting concrete vibrates, further ensures wall
The structural strength of beam connecting node；In addition, the slot bottom 6-1 of groove 6, that is, positioning card do not open up groove side can with pour
1 phase apical grafting of building mould can be used as shear force wall reinforcing steel bar skeleton concrete protective layer and be positioned, effective to control shear wall node steel
The thickness of tendon protective layer.
Embodiment 2, a kind of positioning card for indulging muscle positioning applied to wall beam node annular is described up and down in corresponding groove 6,
The distance between adjacent grooves 6 are equal to the minimum spacing that adjacent annular at wall beam node indulges muscle 3.Because different buildings, has
The distance between adjacent grooves are carried out minimum sandards setting, positioning card can be made as standard component by different construction criterias,
It can satisfy the positioning requirements that annular at any wall beam connecting node indulges muscle.
The other structures of the present embodiment are same as Example 1.
Embodiment 3, a kind of positioning card for indulging muscle positioning applied to wall beam node annular, the positioning card 5 is band steel, described
Groove 6 is provided with the side of the length direction of band steel, and band steel has many advantages, such as that rigidity is big, material easily obtains.
The other structures of the present embodiment are same as Example 2.
Embodiment 4, a kind of positioning card for indulging muscle positioning applied to wall beam node annular, the positioning card 5 include at least two
Piece band steel arranged side by side, each band steel side-by-side parallel are connected, and the groove 6 is provided with the side of the length direction of band steel, and each flat
Groove 6 on steel is successively horizontal corresponding.Two panels or more band steel arranged side by side is set as positioning card, may further ensure that support is strong
Degree and connection integrity, while the corresponding groove on band steel arranged side by side can fully ensure that the locating effect to the vertical muscle of annular.
The other structures of the present embodiment are same as Example 2.
Embodiment 4, a kind of positioning card for indulging muscle positioning applied to wall beam node annular, the positioning card 5 is channel steel, described
Groove 6 is provided on the two panels cell wall of channel steel, and the groove on two cell walls of channel steel is successively horizontal corresponding.Channel steel is set as fixed
Position card, both can guarantee support strength, connection integrity and locating effect, and ready-made channel steel material system can be used
Make, not only convenient but also saving cost.
The other structures of the present embodiment are same as Example 2.
Embodiment 5, a kind of positioning card for indulging muscle positioning applied to wall beam node annular, the width of the slot bottom 6-1 of the groove 6
Degree is equal to annular vertical the distance between muscle 3 and formwork for placing 1, not only may further ensure that the stabilization being clamped to the vertical muscle 3 of annular
Property, and may further ensure that the reliability that concrete vibrating pours.
The other structures of the present embodiment can be identical as any of the above one embodiment.
The not detailed place of the utility model is conventional technical means known in those skilled in the art.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Within the spirit and principle of utility model, any modification, equivalent replacement, improvement and so on should be included in the utility model
Protection scope within.
Claims (6)
1. a kind of positioning card for indulging muscle positioning applied to wall beam node annular, it is characterised in that: the positioning card including strip
(5), the length direction along positioning card (5) offers the corresponding groove of a column or more (6), and groove (6) is arranged in positioning card (5)
The size of side, groove (6) is adapted with the diameter of annular vertical muscle (3), and the width of the slot bottom (6-1) of groove (6) is not more than ring
Shape indulges the vertical range between muscle (3) and formwork for placing (1) in the horizontal direction.
2. the positioning card according to claim 1 for indulging muscle positioning applied to wall beam node annular, it is characterised in that: adjacent
The distance between groove (6) is equal to the minimum spacing that adjacent annular at wall beam node indulges muscle (3).
3. the positioning card according to claim 2 for indulging muscle positioning applied to wall beam node annular, it is characterised in that: described fixed
Position card (5) is band steel, and the groove (6) is provided with the side of the length direction of band steel.
4. the positioning card according to claim 2 for indulging muscle positioning applied to wall beam node annular, it is characterised in that: described fixed
Position card (5) includes the band steel that at least two panels is arranged side by side, and each band steel side-by-side parallel is connected, and the groove (6) is provided with the length of band steel
The side in direction is spent, the groove (6) on each band steel is successively horizontal corresponding.
5. the positioning card according to claim 2 for indulging muscle positioning applied to wall beam node annular, it is characterised in that: described fixed
Position card (5) is channel steel, and the groove (6) is provided on the two panels cell wall of channel steel, and the groove (6) on two cell walls of channel steel is successively
Level is corresponding.
6. the positioning card according to claim 1-5 for indulging muscle positioning applied to wall beam node annular, feature exist
It is equal between annular vertical muscle (3) and formwork for placing (1) in the horizontal direction in: the width of the slot bottom (6-1) of the groove (6)
Vertical range.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821998582.7U CN209384527U (en) | 2018-11-30 | 2018-11-30 | A kind of positioning card for indulging muscle positioning applied to wall beam node annular |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821998582.7U CN209384527U (en) | 2018-11-30 | 2018-11-30 | A kind of positioning card for indulging muscle positioning applied to wall beam node annular |
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| Publication Number | Publication Date |
|---|---|
| CN209384527U true CN209384527U (en) | 2019-09-13 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201821998582.7U Active CN209384527U (en) | 2018-11-30 | 2018-11-30 | A kind of positioning card for indulging muscle positioning applied to wall beam node annular |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111764399A (en) * | 2020-06-10 | 2020-10-13 | 北京万兴建筑集团有限公司 | Wall protection reinforcing steel bar for underground pipe gallery foundation pit slope protection engineering and construction method thereof |
| CN113550496A (en) * | 2021-06-23 | 2021-10-26 | 中国五冶集团有限公司 | Template positioning rib of cast-in-place structure wall column |
-
2018
- 2018-11-30 CN CN201821998582.7U patent/CN209384527U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111764399A (en) * | 2020-06-10 | 2020-10-13 | 北京万兴建筑集团有限公司 | Wall protection reinforcing steel bar for underground pipe gallery foundation pit slope protection engineering and construction method thereof |
| CN113550496A (en) * | 2021-06-23 | 2021-10-26 | 中国五冶集团有限公司 | Template positioning rib of cast-in-place structure wall column |
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