CN215907392U - Combined post-cast strip independent support system - Google Patents
Combined post-cast strip independent support system Download PDFInfo
- Publication number
- CN215907392U CN215907392U CN202121312195.5U CN202121312195U CN215907392U CN 215907392 U CN215907392 U CN 215907392U CN 202121312195 U CN202121312195 U CN 202121312195U CN 215907392 U CN215907392 U CN 215907392U
- Authority
- CN
- China
- Prior art keywords
- post
- cast strip
- formwork
- template
- support system
- 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
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A combined post-cast strip independent support system, comprising: the horizontal cross bar is used for mounting each part; the post-cast strip supporting system is used for post-cast strip construction; the post-cast strip supporting system is arranged on the water balance rod; the post-cast strip side supporting system is used for forming supporting barriers at two sides of the post-cast strip supporting system; the two post-cast strip side supporting systems are arranged on the horizontal cross rod and are respectively arranged on two sides of the post-cast strip supporting system. The application provides a pair of independent braced system of combined post-cast strip can effectively reduce the erosion and the destruction of building rubbish to the post-cast strip template, and the post-cast strip position can make things convenient for building tools such as transmission frame pipe because of not setting up the template at main part construction stage, also can regard as rubbish clearance mouth, clears up daily building rubbish, and convenient construction improves the efficiency of construction.
Description
Technical Field
The utility model belongs to the technical field of building construction, and particularly relates to a combined post-cast strip independent support system.
Background
At present, most of residential projects are large residential districts, a plurality of post-cast strips are generally arranged to stabilize the structural balance, and the traditional post-cast strip independent support system inevitably has the following problems:
(1) the template is supported for a long time to cause surface corrosion and damage;
(2) and the two sides of the post-cast strip are not uniformly settled, so that the template is cracked and the support is unstable.
Therefore, the post-cast strip independent support system capable of supporting the formwork for the second time is urgently needed by construction personnel.
SUMMERY OF THE UTILITY MODEL
In order to solve the above problems, the present invention provides a combined post-cast strip independent support system, comprising:
the horizontal cross bar is used for mounting each part;
the post-cast strip supporting system is used for post-cast strip construction; the post-cast strip supporting system is arranged on the water balance rod;
the post-cast strip side supporting system is used for forming supporting barriers at two sides of the post-cast strip supporting system; the two post-cast strip side supporting systems are arranged on the horizontal cross rod and are respectively arranged on two sides of the post-cast strip supporting system.
Preferably, the post-cast strip support system comprises: the formwork erecting device comprises a formwork erecting reinforcing batten, a formwork erecting pipe, a formwork erecting template and a formwork erecting rod, wherein the formwork erecting pipe is arranged right above a horizontal cross rod and is connected with the horizontal cross rod through the formwork erecting rod, and the formwork erecting template is arranged right above the formwork erecting pipe and is supported through the formwork reinforcing batten.
Preferably, the primary formwork template is provided with a template slit.
Preferably, the post-cast strip side support system comprises: the secondary formwork is supported and is consolidated flitch, secondary formwork girder frame pipe, secondary formwork pole setting and secondary formwork template, wherein, secondary formwork girder frame pipe set up in directly over the horizontal cross rod, and pass through between the two the secondary formwork pole setting is connected, secondary formwork template set up in directly over secondary formwork girder frame pipe, and pass through between the two the secondary formwork is consolidated the flitch and is supported.
Preferably, floor slab reinforcing steel bars are arranged on the secondary formwork templates.
The application provides a pair of independent braced system of combined post-cast strip can effectively reduce the erosion and the destruction of building rubbish to the post-cast strip template, and the post-cast strip position can make things convenient for building tools such as transmission frame pipe because of not setting up the template at main part construction stage, also can regard as rubbish clearance mouth, clears up daily building rubbish, and convenient construction improves the efficiency of construction.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
FIG. 1 is a schematic structural diagram of a combined post-cast strip independent support system provided by the utility model.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention will be described in further detail with reference to the accompanying drawings in conjunction with the following detailed description. It should be understood that the description is intended to be exemplary only, and is not intended to limit the scope of the present invention. Moreover, in the following description, descriptions of well-known structures and techniques are omitted so as to not unnecessarily obscure the concepts of the present invention.
Referring to fig. 1, in an embodiment of the present application, the present invention provides a combined post-cast strip independent support system, including:
the horizontal cross bar 7 is used for mounting each part;
the post-cast strip supporting system is used for post-cast strip construction; the post-cast strip supporting system is arranged on the water balance rod;
the post-cast strip side supporting system is used for forming supporting barriers at two sides of the post-cast strip supporting system; the two post-cast strip side supporting systems are arranged on the horizontal cross rod 7 and are respectively arranged on two sides of the post-cast strip supporting system.
When the post-cast strip is poured, firstly, two post-cast strip side supporting systems are arranged on the horizontal cross rod 7, a reserved space between the two post-cast strip side supporting systems is used for arranging the post-cast strip side supporting systems, and then, the post-cast strip is arranged on the post-cast strip side supporting systems.
As shown in fig. 1, in the embodiment of the present application, the post-cast strip support system includes: the formwork is once supported and is consolidated flitch 2, a formwork girder frame pipe 3, a formwork template 4 and a formwork pole setting 6, wherein, a formwork girder frame pipe 3 set up in directly over horizontal pole 7, and pass through between the two a formwork pole setting 6 is connected, a formwork template 4 set up in directly over a formwork girder frame pipe 3, and pass through between the two a formwork is once consolidated the flitch 2 and is supported.
In this application embodiment, when carrying out post-cast strip main part construction, 1 floor reinforcing bar link up the setting in post-cast strip region, sets up 6 a formwork pole settings, and 7 horizontal cross bars link up 6 a formwork pole settings, and 6 a formwork pole setting upper portion installation 4 a formwork template and reinforcement 2 a formwork reinforcement flitch and 3 a formwork girder frame pipe, 4 a formwork template will set up 5 template parting during the installation and separate with the main building template, accomplish a formwork system.
In the embodiment of the present application, as shown in fig. 1, the primary formwork template 4 is provided with a template slit 5.
In the embodiment of the application, when carrying out post-cast strip main part construction, link up the setting with floor reinforcing bar 1 at the post-cast strip region, set up a formwork pole setting 6, horizontal cross bar 7 link up a formwork pole setting 6, a formwork template 4 and reinforcement wood square 2 and a formwork girder frame pipe 3 are once propped up to 6 upper portion installations of a formwork pole setting, and a formwork template 4 will set up template parting 5 and separates with the main building template during the installation, accomplishes post-cast strip support system.
As shown in fig. 1, in the embodiment of the present application, the post-cast strip side support system includes: the secondary formwork is propped up and is consolidated flitch 8, secondary formwork girder frame pipe 9, secondary formwork pole setting 10 and secondary formwork template 11, wherein, secondary formwork girder frame pipe 9 set up in directly over horizontal pole 7, and pass through between the two secondary formwork pole setting 10 is connected, secondary formwork template 11 set up in directly over secondary formwork girder frame pipe 9, and pass through between the two the secondary formwork is consolidated the flitch 8 and is supported.
Referring to fig. 1, in the embodiment of the present application, a floor slab reinforcement 1 is disposed on the secondary formwork template 11.
In this application embodiment, when carrying out the post-cast strip construction stage, set up secondary formwork pole setting 10 and be connected with horizontal pole 7, secondary formwork template 11 is installed and the secondary is consolidated to secondary formwork and is consolidated flitch 8 and secondary formwork girder frame pipe 9 to secondary formwork pole setting 10 top, accomplishes post-cast strip side support system, concreting.
The application provides a pair of independent braced system of combined post-cast strip can effectively reduce the erosion and the destruction of building rubbish to the post-cast strip template, and the post-cast strip position can make things convenient for building tools such as transmission frame pipe because of not setting up the template at main part construction stage, also can regard as rubbish clearance mouth, clears up daily building rubbish, and convenient construction improves the efficiency of construction.
It is to be understood that the above-described embodiments of the present invention are merely illustrative of or explaining the principles of the utility model and are not to be construed as limiting the utility model. Therefore, any modification, equivalent replacement, improvement and the like made without departing from the spirit and scope of the present invention should be included in the protection scope of the present invention. Further, it is intended that the appended claims cover all such variations and modifications as fall within the scope and boundaries of the appended claims or the equivalents of such scope and boundaries.
Claims (5)
1. The utility model provides a combined post-cast strip independent support system which characterized in that includes:
the horizontal cross bar is used for mounting each part;
the post-cast strip supporting system is used for post-cast strip construction; the post-cast strip supporting system is arranged on the water balance rod;
the post-cast strip side supporting system is used for forming supporting barriers at two sides of the post-cast strip supporting system; the two post-cast strip side supporting systems are arranged on the horizontal cross rod and are respectively arranged on two sides of the post-cast strip supporting system.
2. The combined post-cast strip independent support system according to claim 1, comprising: the formwork erecting device comprises a formwork erecting reinforcing batten, a formwork erecting pipe, a formwork erecting template and a formwork erecting rod, wherein the formwork erecting pipe is arranged right above a horizontal cross rod and is connected with the horizontal cross rod through the formwork erecting rod, and the formwork erecting template is arranged right above the formwork erecting pipe and is supported through the formwork reinforcing batten.
3. The combined post-cast strip independent support system according to claim 2, wherein the primary formwork panel is provided with a panel slit.
4. The combined post-cast strip independent support system according to claim 1, characterized in that the post-cast strip side support system comprises: the secondary formwork is supported and is consolidated flitch, secondary formwork girder frame pipe, secondary formwork pole setting and secondary formwork template, wherein, secondary formwork girder frame pipe set up in directly over the horizontal cross rod, and pass through between the two the secondary formwork pole setting is connected, secondary formwork template set up in directly over secondary formwork girder frame pipe, and pass through between the two the secondary formwork is consolidated the flitch and is supported.
5. The combined post-cast strip independent support system according to claim 4, wherein floor slab reinforcing steel bars are arranged on the secondary formwork.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121312195.5U CN215907392U (en) | 2021-06-11 | 2021-06-11 | Combined post-cast strip independent support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121312195.5U CN215907392U (en) | 2021-06-11 | 2021-06-11 | Combined post-cast strip independent support system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215907392U true CN215907392U (en) | 2022-02-25 |
Family
ID=80287843
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121312195.5U Active CN215907392U (en) | 2021-06-11 | 2021-06-11 | Combined post-cast strip independent support system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215907392U (en) |
-
2021
- 2021-06-11 CN CN202121312195.5U patent/CN215907392U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204098313U (en) | Two-way mixing cross wise reinforcement truss self-supporting hollowcore slab | |
| CN214575640U (en) | U-shaped synchronous construction formwork system for vertical and horizontal structures of cast concrete | |
| CN206428968U (en) | A kind of steel bar girder formula is without supporting template system | |
| CN214329487U (en) | Fireproof vertical plate and interlayer plugging integrated structure | |
| CN105625566A (en) | Fabricated concrete orthogonal-diagonal lattice space grid box type tube-in-tube structure and making method thereof | |
| CN111549951A (en) | Profiled steel assembled composite floor and construction method thereof | |
| CN110409811A (en) | Exempt to split into type column template, formwork structure and construction process containing steel reinforcement cage | |
| CN210976328U (en) | Secondary structure capable of being assembled for construction | |
| CN212154127U (en) | Roof post-cast strip quick detach bearing structure | |
| CN204825965U (en) | Support system for basement roof subsides post -cast strip department | |
| CN113846746A (en) | Basement structure beneficial to efficient construction and construction method | |
| CN215907392U (en) | Combined post-cast strip independent support system | |
| CN215977664U (en) | Basement structure beneficial to efficient construction | |
| CN206570922U (en) | Assembled integral armored concrete grid type framework | |
| CN211949131U (en) | Combined upper-chord corrugated web ribbed secondary beam floor system | |
| CN211973582U (en) | Basement template system | |
| CN211286650U (en) | Foot-supported split heads for suspending high and large wall formworks | |
| CN103628673B (en) | A kind of floor aluminum alloy pattern plate splicing formwork erecting structure system | |
| CN214220083U (en) | Prefabricated shear wall of assembled | |
| CN203603461U (en) | Floor aluminum shuttering splicing formwork structure system | |
| CN208830462U (en) | A kind of prefabricated assembled balcony constructing structure of residential building | |
| CN205444891U (en) | Building carrier plate cast in situ concrete truss support system | |
| CN216196579U (en) | Design support suitable for board department falls | |
| CN214739845U (en) | Aluminum alloy template supports maintains structure | |
| CN220814602U (en) | Wall cornice structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |