CN206144109U - Wear muscle line box precasting structure - Google Patents
Wear muscle line box precasting structure Download PDFInfo
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- CN206144109U CN206144109U CN201621185682.9U CN201621185682U CN206144109U CN 206144109 U CN206144109 U CN 206144109U CN 201621185682 U CN201621185682 U CN 201621185682U CN 206144109 U CN206144109 U CN 206144109U
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- short circuit
- reinforcing bar
- circuit reinforcing
- vertical
- line box
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Abstract
The utility model discloses a wear muscle line box precasting structure locates the last one side towards shear wall template of steel bars of the shear wall, including first horizontal short circuit reinforcing bar, be located its below the horizontal short circuit reinforcing bar of second, with the equal perpendicular first vertical short circuit reinforcing bar of being connected and hold all vertical short circuit reinforcing bars of the perpendicular second of being connected with second first and the horizontal short circuit reinforcing bar of second of the first end of the first and horizontal short circuit reinforcing bar of second, it wears to locate on the first horizontal short circuit reinforcing bar to wear the last journal stirrup of muscle line box, it wears to locate on the horizontal short circuit reinforcing bar of second to wear the lower journal stirrup of muscle line box to make its box body be located firstly and the horizontal short circuit reinforcing bar of second, the first and vertical short circuit reinforcing bar of second enclose the square frame that closes, and wear the opening face and the shear wall template in close contact with of muscle line box, the upper end of the vertical short circuit reinforcing bar of first and second and perpendicular a connection of transverse reinforcement that corresponds, the lower extreme of the vertical short circuit reinforcing bar of first and second and perpendicular connection of another transverse reinforcement that corresponds.
Description
Technical field
This utility model is related to that a kind of muscle line box is pre-buried to wear muscle line box pre-buried structure into xoncrete structure for wearing.
Background technology
Find in work progress management at the scene, for the muscle box of electric set aside pre-embedded on parts of shear wall structure wall body is often deposited
In such a case：After the completion of walls concrete pours form removal, the line box of many electrically set aside pre-embeddeds is after form removable
Can not being found for the very first time come, this will result in waste and more manually goes to look for line box according to electric pre-buried positioning figure, and
And line box is found during coming and needs to pick chisel concrete wall surface, causes concrete quality perception bad.Cause such feelings
The problem of condition is：Wear muscle line box to be directly fixed on the transverse steel or vertical reinforcement of shear force wall reinforcing steel bar, shear force wall reinforcing steel bar by
Longer in vertical reinforcement, easy off normal inwards, after concreting, causes the pre-buried mistake of line box of the bind on shear force wall reinforcing steel bar
It is deep, it is impossible to which that, with template proximate, be open the problems such as easily being blocked sealing by concrete.
Utility model content
For above-mentioned the deficiencies in the prior art, technical problem to be solved in the utility model is：There is provided one kind to prevent
Only wear that muscle line box is pre-buried with shear force wall reinforcing steel bar off normal too deep to wear muscle line box pre-buried structure.
To solve above-mentioned technical problem, the technical scheme that this utility model is adopted is：It is pre- that offer one kind wears muscle line box
Structure being buried, shear force wall reinforcing steel bar being fixed on for muscle line box will be worn, the shear force wall reinforcing steel bar is by some crisscross horizontal steel
Muscle and vertical reinforcement composition, it is described to wear muscle line box pre-buried structure one side towards shear wall formwork on shear force wall reinforcing steel bar, bag
Include the first horizontal short circuit reinforcing bar and the first horizontal short circuit parallel reinforced steel bar and be disposed below the second horizontal short circuit reinforcing bar,
First vertical short circuit reinforcing bar connected vertically with the first end of the first horizontal short circuit reinforcing bar and the second horizontal short circuit reinforcing bar and
Second vertical short circuit reinforcing bar connected vertically with the second end of the first horizontal short circuit reinforcing bar and the second horizontal short circuit reinforcing bar, it is described
The upper journal for wearing muscle line box is arranged on the first horizontal short circuit reinforcing bar, and it is laterally short that the down journal for wearing muscle line box is arranged in second
Connect on reinforcing bar so that its box body be located at the first horizontal short circuit reinforcing bar, the second horizontal short circuit reinforcing bar, the first vertical short circuit reinforcing bar, the
In the square frame that two vertical short circuit reinforcing bars are enclosed, and the opening surface for wearing muscle line box is in close contact with shear wall formwork；It is described
The upper end of the first vertical short circuit reinforcing bar and the second vertical short circuit reinforcing bar is vertical with a corresponding transverse steel to be connected, and described first
The lower end of vertical short circuit reinforcing bar and the second vertical short circuit reinforcing bar is vertical with corresponding another transverse steel to be connected.
As optimization, the first horizontal short circuit reinforcing bar and the second horizontal short circuit reinforcing bar stage casing also with corresponding one
Vertical reinforcement vertically connects.
As optimization, also including two first adjusting rods, two second adjusting rods, the outer end of described two first adjusting rods respectively with
First vertical short circuit reinforcing bar and the second vertical short circuit reinforcing bar upper end are detachably connected, and inner end is towards described corresponding one horizontal steel
Muscle is simultaneously connected thereto；The outer end of described two second adjusting rods respectively with the first vertical short circuit reinforcing bar and the second vertical short circuit reinforcing bar
Lower end is detachably connected, and inner end is towards the corresponding another transverse steel and is connected thereto.
External screw thread is respectively provided with as the outer end of optimization, first adjusting rod and the second adjusting rod；It is vertical described first
The upper end of short circuit reinforcing bar and the second vertical short circuit reinforcing bar corresponds to and is opened up at the position of a corresponding transverse steel respectively
There is the outer end for first adjusting rod to be arranged in the first perforation therein；It is vertical in the described first vertical short circuit reinforcing bar and second
The lower end of short circuit reinforcing bar corresponds to and is offered for second adjusting rod respectively at the position of corresponding another transverse steel
Outer end be arranged in it is therein second perforation；The outer end of two first adjusting rods is passed from two first perforation respectively, by two the
One nut check, the outer end of two second adjusting rods are passed from the second perforation respectively, by the second nut check.
It is of the present utility model to wear muscle line box pre-buried structure, for when measuring shear force wall reinforcing steel bar and having off normal, being worn by this
Muscle line box pre-buried structure will wear muscle line box 3 installed in the position for having off normal, and the pre-buried structure is located at shear force wall reinforcing steel bar towards shearing
The one side of wall form, distance of its distance with template far below off normal part and shear wall formwork, therefore, it is possible to make to wear muscle line
The opening surface of box is close to template, and the pre-buried too deep, concrete of the line box caused due to off-position of steel reinforcing bar in solving prior art is hidden
Cover opening, it is difficult to find out line box position, need the problems such as picking chisel, reduce unnecessary work, greatly reduce work strong
Degree, raising work efficiency.Originally wear muscle line box and need not change the position for wearing muscle line box journal stirrup, it is possible to use the discarded reinforcing bar system in scene
Make, Production Time is fast, with low cost, effect is significant.
Description of the drawings
Fig. 1 is the structural representation that this utility model wears one embodiment of muscle line box pre-buried structure.
Specific embodiment
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only this utility model a part of embodiment, rather than whole
Embodiment.Based on the embodiment in this utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment for being obtained, belongs to the scope of this utility model protection.
Fig. 1 is referred to, Fig. 1 is the structural representation that this utility model wears one embodiment of muscle line box pre-buried structure.This enforcement
Example wears muscle line box pre-buried structure, is fixed on shear force wall reinforcing steel bar for wearing muscle line box 3, and the shear force wall reinforcing steel bar is by some vertical
The wrong transverse steel 10 of traversed by and vertical reinforcement 12 are constituted, and muscle line box pre-buried structure direction on shear force wall reinforcing steel bar of wearing is cut
Power wall form（It is not shown）One side, it is including the first horizontal short circuit reinforcing bar 20, parallel with the described first horizontal short circuit reinforcing bar 20
And be disposed below the second horizontal short circuit reinforcing bar 21, and the first horizontal short circuit reinforcing bar 20 and the second horizontal short circuit reinforcing bar 21
One end the first vertical short circuit reinforcing bar 22 connected vertically, and with the first horizontal short circuit reinforcing bar 20 and the second horizontal short circuit reinforcing bar
21 the second end the second vertical short circuit reinforcing bar connected vertically,, in " well " shape, the upper journal for wearing muscle line box 3 wears for they
On the first horizontal short circuit reinforcing bar 20, the down journal for wearing muscle line box 3 is arranged on the second horizontal short circuit reinforcing bar 21, so that its
Box body is located at the first horizontal short circuit reinforcing bar 20, the second horizontal short circuit reinforcing bar 21, the first vertical short circuit reinforcing bar 22, the second vertical short circuit
In the square frame that reinforcing bar 23 is enclosed, and the opening surface for wearing muscle line box 3 is in close contact with shear wall formwork；Described first is vertical
The upper end of short circuit reinforcing bar 22 and the second vertical short circuit reinforcing bar 23 and the 10 vertical connection of a corresponding transverse steel, described first erects
To lower end and the 10 vertical connection of corresponding another transverse steel of short circuit reinforcing bar 22 and the second vertical short circuit reinforcing bar 23.
In the present embodiment, the stage casing of the first horizontal short circuit reinforcing bar 20 and the second horizontal short circuit reinforcing bar 21 also with it is corresponding
A vertical reinforcement 12 vertical connect.The bonding strength of pre-buried structure and shear force wall reinforcing steel bar can so be increased so as to it is perpendicular
It is connected to reinforcing bar 12 with transverse steel 10, it is to avoid easily loosened off normal etc. by the gravity of concrete in concreting process
Situation, it is ensured that wear muscle line box 3 and be close to shear wall formwork all the time.
In certain embodiments, it is larger for shear force wall reinforcing steel bar off normal, can not make to wear muscle line box 3 only with short circuit reinforcing bar
When opening surface is close to the situation of shear wall formwork, wears muscle line box pre-buried structure and may also include two first adjusting rods, two second tune
Pole, the outer end of described two first adjusting rods respectively can with the first vertical short circuit reinforcing bar 22 and the second vertical 23 upper end of short circuit reinforcing bar
Dismounting connection, inner end is towards a corresponding transverse steel 10 and is connected thereto；The outer end of described two second adjusting rods point
It is not detachably connected with the lower end of the first vertical short circuit reinforcing bar 22 and the second vertical short circuit reinforcing bar 23, inner end is towards described corresponding
Another transverse steel 10 is simultaneously connected thereto.Two first adjusting rods, two second adjusting rods are vertical with corresponding short circuit reinforcing bar, and two
The inner end of the first adjusting rod and two second adjusting rods can directly with 12 bind of corresponding vertical reinforcement, welding etc..
The outer end of first adjusting rod and the second adjusting rod is respectively provided with external screw thread；In the described first vertical short circuit reinforcing bar 22
And second vertical short circuit reinforcing bar 23 upper end corresponding to a corresponding transverse steel 10 position at offer confession respectively
The outer end of first adjusting rod is arranged in the first perforation therein；It is vertical short in the described first vertical short circuit reinforcing bar 22 and second
The lower end for connecing reinforcing bar 23 is adjusted for described second corresponding to being offered at the position of corresponding another transverse steel 10 respectively
The outer end of bar is arranged in the second perforation therein；The outer end of two first adjusting rods is passed from two first perforation respectively, by two
First nut check, the outer end of two second adjusting rods are passed from the second perforation respectively, by the second nut check.
The mounting distance of pre-buried structure and shear force wall reinforcing steel bar is adjusted using the adjusting rod, can be according to shear force wall reinforcing steel bar
Off normal degree is finally close to shear wall formwork making pre-buried structure be installed to rational position.
It is of the present utility model to wear muscle line box pre-buried structure, for when measuring shear force wall reinforcing steel bar and having off normal, being worn by this
Muscle line box pre-buried structure will wear muscle line box 3 installed in the position for having off normal, and the pre-buried structure is located at shear force wall reinforcing steel bar towards shearing
The one side of wall form, distance of its distance with template far below off normal part and shear wall formwork, therefore, it is possible to make to wear muscle line
The opening surface of box 3 is close to template, and the pre-buried too deep, concrete of the line box caused due to off-position of steel reinforcing bar in solving prior art is hidden
Cover opening, it is difficult to find out line box position, need the problems such as picking chisel, reduce unnecessary work, greatly reduce work strong
Degree, raising work efficiency.Originally wear muscle line box 3 and need not change the position for wearing muscle line box journal stirrup, it is possible to use the discarded reinforcing bar in scene
Make, Production Time is fast, with low cost, effect is significant.
Using the present embodiment to wear the step of muscle line box pre-buried structure is pre-buried to wear muscle line box 3 as follows：
1st, determine shear force wall reinforcing steel bar whether off normal：After the template line of civil engineering shear wall is ejected, shear wall vertical steel is differentiated
Muscle whether off normal；
2nd, when body of wall vertical reinforcement off normal is found, with two waste material reinforcing bar pipe nipple transverse bindings or it is welded on shear wall pair
On the vertical reinforcement answered；
3rd, on last shear wall body, electric set aside pre-embedded is worn after muscle line box 3 put on reinforcing bar, and line box is fixed on first
And second on horizontal short circuit reinforcing bar, the two horizontal short circuit reinforcing bars for so increasing can make line box front be close to wall form face,
Notch distortion in line box is prevented, the situation for causing the laggard wall of form removal too deep.
Embodiment of the present utility model is these are only, the scope of the claims of the present utility model, every profit is not thereby limited
The equivalent structure made with this utility model description and accompanying drawing content or equivalent flow conversion, or directly or indirectly it is used in which
The technical field of his correlation, is included in scope of patent protection of the present utility model in the same manner.
Claims (4)
1. one kind wears muscle line box pre-buried structure, is fixed on shear force wall reinforcing steel bar for wearing muscle line box, the shear force wall reinforcing steel bar by
Some crisscross transverse steels and vertical reinforcement composition, it is characterised in that：The muscle line box pre-buried structure of wearing is located at shearing
On wall reinforcing bar towards shear wall formwork one side, including the first horizontal short circuit reinforcing bar and the first horizontal short circuit parallel reinforced steel bar
And the first end of the second horizontal short circuit reinforcing bar for being disposed below and the first horizontal short circuit reinforcing bar and the second horizontal short circuit reinforcing bar is equal
First vertical short circuit reinforcing bar connected vertically and equal with the second end of the first horizontal short circuit reinforcing bar and the second horizontal short circuit reinforcing bar
Second vertical short circuit reinforcing bar connected vertically, the upper journal for wearing muscle line box is arranged on the first horizontal short circuit reinforcing bar, described
The down journal for wearing muscle line box is arranged on the second horizontal short circuit reinforcing bar so that its box body be located at the first horizontal short circuit reinforcing bar, second
In the square frame that laterally short circuit reinforcing bar, the first vertical short circuit reinforcing bar, the second vertical short circuit reinforcing bar are enclosed, and the muscle line box of wearing
Opening surface is in close contact with shear wall formwork；The upper end of the first vertical short circuit reinforcing bar and the second vertical short circuit reinforcing bar with it is corresponding
A transverse steel vertically connect, the lower end of the first vertical short circuit reinforcing bar and the second vertical short circuit reinforcing bar is another with corresponding
A piece transverse steel vertically connects.
2. muscle line box pre-buried structure is worn as claimed in claim 1, it is characterised in that：The first horizontal short circuit reinforcing bar and second
Laterally the stage casing of short circuit reinforcing bar is also vertical with a corresponding vertical reinforcement connects.
3. muscle line box pre-buried structure is worn as claimed in claim 2, it is characterised in that：Also include two first adjusting rods, two second
Adjusting rod, the outer end of described two first adjusting rods are removable with the first vertical short circuit reinforcing bar and the second vertical short circuit reinforcing bar upper end respectively
Connection is unloaded, inner end is towards a corresponding transverse steel and is connected thereto；The outer end of described two second adjusting rods respectively with
The lower end of the first vertical short circuit reinforcing bar and the second vertical short circuit reinforcing bar is detachably connected, and inner end is horizontal towards described corresponding another
To reinforcing bar and it is connected thereto.
4. muscle line box pre-buried structure is worn as claimed in claim 3, it is characterised in that：First adjusting rod and the second adjusting rod
Outer end be respectively provided with external screw thread；In the upper end of the described first vertical short circuit reinforcing bar and the second vertical short circuit reinforcing bar corresponding to described right
Offer the outer end for first adjusting rod at the position of the transverse steel answered respectively and be arranged in the first perforation therein；
In the lower end of the described first vertical short circuit reinforcing bar and the second vertical short circuit reinforcing bar corresponding to corresponding another transverse steel
Offer the outer end for second adjusting rod at position respectively and be arranged in the second perforation therein；The outer end of two first adjusting rods
Pass from two first perforation respectively, by two first nut checks, during the outer end of two second adjusting rods is bored a hole from second respectively
Pass, by the second nut check.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621185682.9U CN206144109U (en) | 2016-11-04 | 2016-11-04 | Wear muscle line box precasting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621185682.9U CN206144109U (en) | 2016-11-04 | 2016-11-04 | Wear muscle line box precasting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206144109U true CN206144109U (en) | 2017-05-03 |
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ID=58624227
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621185682.9U Active CN206144109U (en) | 2016-11-04 | 2016-11-04 | Wear muscle line box precasting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206144109U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060329A (en) * | 2017-05-24 | 2017-08-18 | 中建四局第三建筑工程有限公司 | A kind of line box for being easy to be close to vertical formwork and its installation method |
| CN108797954A (en) * | 2018-07-12 | 2018-11-13 | 江苏南通三建集团股份有限公司 | The limit construction method of the pre-buried wire box of structure |
| CN112177220A (en) * | 2020-09-28 | 2021-01-05 | 威海玉全新型建筑材料股份有限公司 | Energy-conserving stable form superimposed sheet |
-
2016
- 2016-11-04 CN CN201621185682.9U patent/CN206144109U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060329A (en) * | 2017-05-24 | 2017-08-18 | 中建四局第三建筑工程有限公司 | A kind of line box for being easy to be close to vertical formwork and its installation method |
| CN108797954A (en) * | 2018-07-12 | 2018-11-13 | 江苏南通三建集团股份有限公司 | The limit construction method of the pre-buried wire box of structure |
| CN112177220A (en) * | 2020-09-28 | 2021-01-05 | 威海玉全新型建筑材料股份有限公司 | Energy-conserving stable form superimposed sheet |
| CN112177220B (en) * | 2020-09-28 | 2022-03-08 | 威海玉全新型建筑材料股份有限公司 | Energy-conserving stable form superimposed sheet |
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