CN209653442U - Bracket for service sleeve - Google Patents
Bracket for service sleeve Download PDFInfo
- Publication number
- CN209653442U CN209653442U CN201920074119.1U CN201920074119U CN209653442U CN 209653442 U CN209653442 U CN 209653442U CN 201920074119 U CN201920074119 U CN 201920074119U CN 209653442 U CN209653442 U CN 209653442U
- Authority
- CN
- China
- Prior art keywords
- service sleeve
- bracket
- framework
- steel reinforcement
- frame body
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Abstract
The utility model relates to a kind of brackets for service sleeve, the service sleeve is embedded in structural beams, and the structural beams are internally provided with framework of steel reinforcement, the bracket includes a pair of of the frame body being oppositely arranged, the space for setting up service sleeve is formed on the frame body, and the spacing between two frame bodies adapts to the width of framework of steel reinforcement;And it is connected to the connecting rod at the top of the frame body, corresponding frame body is fixed at the both ends of the connecting rod, it is placed in the top of the framework of steel reinforcement by the connecting rod, so that the bracket is set up in the framework of steel reinforcement, and the frame body is made to be sandwiched in the two sides of the framework of steel reinforcement.The utility model sets up service sleeve using the frame body being set up on framework of steel reinforcement, to support and limit to service sleeve, avoids service sleeve positional shift due to vibrated concrete.
Description
Technical field
The utility model relates to technical field of building construction, refer in particular to a kind of bracket for service sleeve.
Background technique
Outrigger is overhang in construction at present using pull-up gaily decorated basket screw the shaped steel suspension scaffolding mode, as shown in Figure 1,
The upper end of gaily decorated basket reinforcing pull rod 22 ' is fixed in structural beams 10 ' by connecting plate 31 ' and high-strength bolt 32 ', gaily decorated basket reinforcing pull rod 22 '
Lower end and fashioned iron Cantilever Beams 21 ' be connected to hang pull-up steel Cantilever Beams 21 ', fashioned iron overhanging far from one end of structural beams 10 '
21 ' the other end of beam is fixed in structural beams 10 ' by connecting plate 31 ' and high-strength bolt 32 ', and the setting of high-strength bolt 32 ' needs
Shift to an earlier date the service sleeve in structural beams 10 ', but service sleeve would generally lead to positional shift due to vibrating during concrete placings.
Utility model content
The purpose of the utility model is to overcome the defects of the prior art, provide a kind of bracket for service sleeve, can
To solve the problems, such as service sleeve because vibrating due to positional shift.
Realizing the technical solution of above-mentioned purpose is:
The utility model provides a kind of bracket for service sleeve, and the service sleeve is embedded in structural beams, and
The structural beams are internally provided with framework of steel reinforcement, and the bracket includes:
A pair of of the frame body being oppositely arranged forms the space for setting up service sleeve on the frame body, and between two frame bodies
Spacing adapt to the width of framework of steel reinforcement;And
The connecting rod being connected at the top of the frame body, corresponding frame body is fixed at the both ends of the connecting rod, by described
Connecting rod is placed in the top of the framework of steel reinforcement, so that the bracket is set up in the framework of steel reinforcement, and the frame body is pressed from both sides
In the two sides of the framework of steel reinforcement.
The utility model has the beneficial effects that service sleeve is set up using the frame body being set up on framework of steel reinforcement, thus
It supports and limits to service sleeve, avoid service sleeve positional shift due to vibrated concrete.
The utility model for service sleeve bracket further improvement lies in that, the frame body includes two vertical bars and sets
Support rod between vertical bar, the both ends of the service sleeve are set up on corresponding support rod.
The utility model for service sleeve bracket further improvement lies in that, the support rod is set to the vertical bar
Middle part.
The utility model for service sleeve bracket further improvement lies in that, limit is installed on the support rod
Bar divides the space on the support rod by the gag lever post, so that forming at least two adaptations on the support rod
In the limit space of described sleeve pipe.
The utility model for service sleeve bracket further improvement lies in that, the quantity of the gag lever post is two,
The service sleeve is fixedly clamped between the gag lever post and corresponding vertical bar.
The utility model for service sleeve bracket further improvement lies in that, the company of being fixedly provided at the top of the frame body
The cross bar of two vertical bars is connect, the both ends of the cross bar are resisted against the stirrup of the framework of steel reinforcement.
The utility model for service sleeve bracket further improvement lies in that, the side of the vertical bar is convexly equipped with protection
Bar, one end of the guard bar is fixedly arranged on the vertical bar, the other end is resisted against the surface of the side template positioned at framework of steel reinforcement side.
The utility model for service sleeve bracket further improvement lies in that, the both ends of the connecting rod are resisted against pair
The surface for the side template answered.
Detailed description of the invention
Fig. 1 is the schematic diagram using gaily decorated basket reinforcing pull rod and fashioned iron Cantilever Beams setting overhanging outrigger.
Fig. 2 is structural schematic diagram of the utility model for the bracket of service sleeve.
Fig. 3 is the structural schematic diagram of framework of steel reinforcement and beam forms.
Fig. 4 is the schematic diagram that the utility model is set up in framework of steel reinforcement for the bracket of service sleeve from top.
Fig. 5 is that bracket of the utility model for service sleeve is set up in framework of steel reinforcement and service sleeve is erected at bracket
Side view.
Fig. 6 is that bracket of the utility model for service sleeve is set up in framework of steel reinforcement and service sleeve is erected at bracket
Other direction side view.
Description of symbols:
10 '-structural beams;22 '-gaily decorated basket reinforcing pull rods;21 '-fashioned iron Cantilever Beams;31 '-connecting plates;32 '-high-strength bolts;
11- framework of steel reinforcement;111- stirrup;112- main reinforcement;12- side template;
41- frame body;411- vertical bar;412- support rod;413- cross bar;414- gag lever post;415- limit space;416- protection
Bar;42- connecting rod;50- service sleeve.
Specific embodiment
The utility model is described in further detail in the following with reference to the drawings and specific embodiments.
Refering to Fig. 2 to Fig. 6, the utility model provides a kind of bracket for service sleeve, is set up on framework of steel reinforcement
And for support and limit casing, have the characteristics that be easy to production, good stability, solve service sleeve can due to vibrating position it is inclined
The problem of shifting.
Service sleeve needs to be embedded in structural beams.As shown in figure 3, structural beams can utilize end template and side form when pouring
Plate 12 surrounds casting space, and framework of steel reinforcement 11 is arranged in casting space, and framework of steel reinforcement 11 includes setting along the direction of structural beams
The main reinforcement 112 and hoop set are in the stirrup 111 in 112 outside of main reinforcement.After the completion of concreting, framework of steel reinforcement is buried with service sleeve
Inside structural beams.The bracket to the utility model for service sleeve is illustrated with reference to the accompanying drawing.
As shown in Figures 2 to 6, before pouring structure beam concrete, the utility model is used for the bracket of service sleeve along Fig. 4
Shown in arrow direction be inserted on the framework of steel reinforcement from the top of framework of steel reinforcement 11.The bracket of the utility model includes opposite sets
A pair of of the frame body 41 set and the connecting rod 42 being connected at the top of frame body.Wherein, it is formed on frame body 41 for setting up service sleeve 50
Space, and the spacing between two frame bodies 41 adapts to the width of framework of steel reinforcement 11, the both ends of connecting rod 42 are fixed on corresponding
Frame body 41 is placed in the top of framework of steel reinforcement by connecting rod 42, so that the bracket is set up in framework of steel reinforcement 11, and makes frame body 41
The two sides of framework of steel reinforcement 11 are sandwiched in, connecting rod 42 is placed in the top of frame body, prevents bracket from shaking.
Specifically, as shown in Figure 2 and Figure 6, frame body 41 includes two vertical bars 411 and the support rod 412 between vertical bar,
Support rod 412 is arranged perpendicular to vertical bar 411.Preferably, support rod 412 is set to the middle part of vertical bar 411, so that under vertical bar 411
End extends to the lower part of framework of steel reinforcement 11, thus the stability of lifting bracket.
Gag lever post 414 is installed on support rod 412, gag lever post 414 is arranged perpendicular to support rod 412, passes through gag lever post
Space on 414 segmentation support rods 412, so that forming at least two limits for adapting to service sleeve 50 on support rod 412
Bit space 415.Service sleeve 50 passes through framework of steel reinforcement, and the both ends of service sleeve are protruded into corresponding limit space 415 and frame
On corresponding support rod 412.In the present embodiment, the quantity of gag lever post 414 is two, and service sleeve 50 is fixedly clamped
Between gag lever post 414 and corresponding vertical bar 411, prevent service sleeve 50 from moving left and right.Limit space 415 by gag lever post 414,
The vertical bar 411 of support rod 412 and close gag lever post is enclosed.
The top of frame body 41 is fixedly provided with the cross bar 413 of two vertical bars 411 of connection, and the both ends of cross bar 413 are resisted against reinforcing bar
The stirrup 111 of skeleton prevents the bracket to be moved forward and backward along the direction of structural beams, the stability of lifting bracket.
In addition, as shown in Figure 2 and Figure 5, the side of vertical bar 411 is convexly equipped with guard bar 416, and one end of guard bar 416 is fixed
The surface of the side template 12 positioned at framework of steel reinforcement side is resisted against in vertical bar 411, the other end.And one end of connecting rod 42 is also supported
It is against the surface of corresponding side template.By the setting of guard bar 416 and connecting rod 42, play the role of making instead of protection block
It obtains and forms a fixed spacing between framework of steel reinforcement and side template, framework of steel reinforcement is prevented to be exposed to concrete surface;Simultaneously but also side form
Plate 12 and framework of steel reinforcement clamp frame body 41, play the role of support bracket fastened, prevent bracket from shaking or displacement, the stabilization of lifting bracket
Property.
Preferably, vertical bar 411, support rod 412, cross bar 413, gag lever post 414, guard bar 416 and connecting rod 42 are adopted
With 8 reinforcing bar of Φ, and the connection between reinforcing bar passes through and is welded and fixed.And service sleeve 50 uses 25 metal sleeve of Φ, pre-buried set
The both ends of pipe 50 are resisted against side template 12 so that the end face of service sleeve is exposed to concrete surface.
The use process to the utility model for the bracket of service sleeve is illustrated below.
Before pouring structure beam concrete, by the good bracket of pre-production from top to bottom frame on framework of steel reinforcement, making to connect
Bar is placed in the top surface of framework of steel reinforcement, and vertical bar is sandwiched in the side of framework of steel reinforcement, and the both ends of cross bar are resisted against the side of adjacent both ends stirrup
Face, and the end of guard bar is resisted against corresponding side template side, it is ensured that bracket will not move in the horizontal direction, and will place
The main reinforcement of bracket and framework of steel reinforcement in place is bound.Then service sleeve is penetrated into framework of steel reinforcement and stretches the both ends of service sleeve
Enter in corresponding limit space, is placed on corresponding support rod.When pouring with vibrated concrete, since support rod is to casing
Support and position-limiting action, casing will not shift.
The utility model is used for having the beneficial effect that for the bracket of service sleeve
The utility model sets up service sleeve using the frame body being set up on framework of steel reinforcement, to support to service sleeve
And limit, avoid service sleeve positional shift due to vibrated concrete.In addition, passing through the setting of vertical bar, cross bar, guard bar, really
Protecting bracket will not shake or shift on framework of steel reinforcement, and by the setting of vertical bar and gag lever post come limit casing, it is ensured that casing
It will not be shifted on bracket.
Combine figure embodiment that the utility model is described in detail above, those skilled in the art can root
Many variations example is made to the utility model according to above description.Thus, certain details in embodiment should not constitute practical to this
Novel restriction, the utility model will be using the ranges that the appended claims define as the protection scope of the utility model.
Claims (8)
1. a kind of bracket for service sleeve, the service sleeve are embedded in structural beams, and setting inside the structural beams
There is framework of steel reinforcement, which is characterized in that the bracket includes:
A pair of of the frame body being oppositely arranged forms the space for setting up service sleeve on the frame body, and between two frame bodies between
Away from the width for adapting to framework of steel reinforcement;And
Corresponding frame body is fixed at the connecting rod being connected at the top of the frame body, the both ends of the connecting rod, passes through the connection
Bar is placed in the top of the framework of steel reinforcement, so that the bracket is set up in the framework of steel reinforcement, and the frame body is made to be sandwiched in institute
State the two sides of framework of steel reinforcement.
2. being used for the bracket of service sleeve as described in claim 1, which is characterized in that the frame body includes two vertical bars and sets
Support rod between vertical bar, the both ends of the service sleeve are set up on corresponding support rod.
3. being used for the bracket of service sleeve as claimed in claim 2, which is characterized in that the support rod is set to the vertical bar
Middle part.
4. being used for the bracket of service sleeve as claimed in claim 2, which is characterized in that be installed with limit on the support rod
Bar divides the space on the support rod by the gag lever post, so that forming at least two adaptations on the support rod
In the limit space of described sleeve pipe.
5. being used for the bracket of service sleeve as claimed in claim 4, which is characterized in that the quantity of the gag lever post is two,
The service sleeve is fixedly clamped between the gag lever post and corresponding vertical bar.
6. being used for the bracket of service sleeve as claimed in claim 2, which is characterized in that the company of being fixedly provided at the top of the frame body
The cross bar of two vertical bars is connect, the both ends of the cross bar are resisted against the stirrup of the framework of steel reinforcement.
7. being used for the bracket of service sleeve as claimed in claim 2, which is characterized in that the side of the vertical bar is convexly equipped with protection
Bar, one end of the guard bar is fixedly arranged on the vertical bar, the other end is resisted against the surface of the side template positioned at framework of steel reinforcement side.
8. being used for the bracket of service sleeve as claimed in claim 7, which is characterized in that one end of the connecting rod is resisted against pair
The surface for the side template answered.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201920074119.1U CN209653442U (en) | 2019-01-16 | 2019-01-16 | Bracket for service sleeve |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201920074119.1U CN209653442U (en) | 2019-01-16 | 2019-01-16 | Bracket for service sleeve |
Publications (1)
Publication Number | Publication Date |
---|---|
CN209653442U true CN209653442U (en) | 2019-11-19 |
Family
ID=68521376
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201920074119.1U Active CN209653442U (en) | 2019-01-16 | 2019-01-16 | Bracket for service sleeve |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN209653442U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114412205A (en) * | 2021-11-30 | 2022-04-29 | 成都建工集团有限公司 | Method and structure for embedding bolt steel sleeve |
-
2019
- 2019-01-16 CN CN201920074119.1U patent/CN209653442U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114412205A (en) * | 2021-11-30 | 2022-04-29 | 成都建工集团有限公司 | Method and structure for embedding bolt steel sleeve |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN208251132U (en) | Cup-shaped foundation internal model formwork and cup foundation build device | |
CN209653442U (en) | Bracket for service sleeve | |
CN212200879U (en) | Connect reliable prefabricated assembled shear force wall | |
CN103669720A (en) | Precast beam and reinforced concrete structure with tenon anchor system | |
CN209482709U (en) | A kind of in-situ concrete wall subsiding crack typified form | |
CN210918296U (en) | Square steel pipe sleeve fixing device | |
CN206859684U (en) | A kind of support frame structure of reinforcing template connection | |
CN215241609U (en) | Height-adjustable combined template for manufacturing precast beam laying gap | |
CN207277800U (en) | Non- built-in type the shaped steel suspension scaffolding | |
CN105317146A (en) | Steel structure earthquake-resistant floor for construction and manufacturing method | |
CN210530084U (en) | Open type steel reinforced concrete composite truss floor | |
CN211473348U (en) | Scaffold wall connecting piece | |
CN104831815A (en) | Beam side embedded part and installation method thereof | |
CN211286650U (en) | Foot-supported split heads for suspending high and large wall formworks | |
CN212265804U (en) | Prefabricated wall component piling bin | |
CN209114883U (en) | Column reinforcing bar, position apparatus for form | |
CN203924484U (en) | A kind of precast beam and there is the reinforced concrete structure of tenon anchor system | |
CN203347110U (en) | Section steel stirrup applied to high-rise building raft foundation construction | |
CN208455656U (en) | A kind of anchor ear support device | |
CN208168349U (en) | A kind of profile steel concrete column template reinforcing device | |
CN207331733U (en) | A kind of concrete column leg structure | |
CN205976480U (en) | Gearshift is prevented to steel framework template | |
CN104674679A (en) | Downward supporting type prestressed strengthened puling rod reinforcing method | |
CN216196716U (en) | High wall concrete auxiliary device that vibrates | |
CN204252289U (en) | A kind of bracket steel plate for connecting-type steel column and beam steel |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |