CN220848697U - Self-supporting floor side die - Google Patents
Self-supporting floor side die Download PDFInfo
- Publication number
- CN220848697U CN220848697U CN202322673880.6U CN202322673880U CN220848697U CN 220848697 U CN220848697 U CN 220848697U CN 202322673880 U CN202322673880 U CN 202322673880U CN 220848697 U CN220848697 U CN 220848697U
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- template
- self
- supporting floor
- connecting rod
- sideform
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 30
- 239000010959 steel Substances 0.000 claims abstract description 30
- 229910001335 Galvanized steel Inorganic materials 0.000 claims abstract description 9
- 239000008397 galvanized steel Substances 0.000 claims abstract description 9
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 10
- 238000010079 rubber tapping Methods 0.000 claims description 9
- 229910052742 iron Inorganic materials 0.000 claims description 5
- 238000007789 sealing Methods 0.000 claims description 4
- 238000000034 method Methods 0.000 abstract description 7
- 238000010276 construction Methods 0.000 abstract description 6
- 238000004064 recycling Methods 0.000 abstract description 4
- 238000009434 installation Methods 0.000 description 10
- 239000007788 liquid Substances 0.000 description 7
- 238000009415 formwork Methods 0.000 description 3
- 238000010030 laminating Methods 0.000 description 3
- 239000002002 slurry Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000013519 translation Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to the technical field of buildings, in particular to a self-supporting floor side die, which comprises: the first template is suitable for being horizontally arranged on the support frame; the steel bar truss is arranged at the top of the first template; the second template is vertically arranged along the side edge of the first template, and is provided with a plurality of connecting rods which are L-shaped; one end of the connecting rod is connected with the steel bar truss, and the other end of the connecting rod vertically penetrates through the second template; nuts are connected to the two sides of the connecting rod, which are located on the second template, through threads. The technical problems that the construction process is complex, the cost is high, the disassembly and assembly are inconvenient, and the recycling rate is low due to the fact that the galvanized steel sheet is welded on site to serve as a side template are solved.
Description
Technical Field
The utility model relates to the technical field of buildings, in particular to a self-supporting floor side die.
Background
With the rapid development of the fabricated building, the fabricated steel structure building forms become the main structure forms of public buildings. The floor system commonly adopts the steel bar truss floor carrier plate in the steel structure assembly type building, and has the advantages of convenience in transportation, convenience in installation, high construction speed, no support of the bottom die, convenience in connection with the steel beam, safety, reliability and the like. The galvanized steel plate of the steel bar truss floor carrier plate serves as a bottom plate template of a conventional cast-in-situ concrete plate, but the side templates still need to be processed and manufactured in the construction process so as to ensure that concrete is compact and slurry leakage is avoided during pouring and vibrating.
In the prior art, galvanized steel sheets are welded on site to serve as side templates, the construction process is complex, the cost is high, the disassembly and assembly are inconvenient, and the recycling rate is low.
Disclosure of utility model
The utility model provides a self-supporting floor side die, which solves the technical problems of complex construction process, high cost, inconvenient disassembly and assembly and low recycling rate of a galvanized steel sheet welded on site as a side die plate.
In view of the above, the present utility model provides a self-supporting floor side form mold, comprising:
the first template is suitable for being horizontally arranged on the support frame;
The steel bar truss is arranged at the top of the first template;
The second template is vertically arranged along the side edge of the first template, and is provided with a plurality of connecting rods which are L-shaped; one end of the connecting rod is connected with the steel bar truss, and the other end of the connecting rod vertically penetrates through the second template; nuts are connected to the two sides of the connecting rod, which are located on the second template, through threads.
Optionally, the steel bar truss is provided with fixing rods parallel to the side edges of the first template, the connecting rods are arranged on the second template at intervals corresponding to the fixing rods, and the connecting rods are connected with the fixing rods.
Optionally, the first template and the second template are galvanized steel sheets.
Optionally, a plurality of fixing pieces are arranged at the top end of the second template, and the fixing pieces are connected with the steel bar truss through binding pieces.
Optionally, the fixing piece is a self-tapping screw, and the self-tapping screw is in threaded connection with the second template.
Optionally, the binding is an iron wire.
Optionally, a tongue-and-groove is arranged on one side of the second template, and the other side is matched with the tongue-and-groove.
Optionally, the cross section of the tongue-and-groove is L-shaped, and towards one side of the second template, which faces away from the first template, the tongue-and-groove is arranged in a protruding manner.
Optionally, the second template is L-shaped, and the bottom of second template with first template seals laminating.
Optionally, the connecting rod is welded with the steel bar truss.
The technical scheme of the utility model has the following advantages:
According to the utility model, the first template is arranged on the support frame and is used as a floor support plate at the bottom, the second template is arranged along the side edge of the first template so as to be supported on the peripheral side, so that compaction and no slurry leakage are ensured when concrete pouring and vibrating, before the second template is installed, one end of the connecting rod is vertically arranged on the second template in a penetrating way, the fixing position of the connecting rod on the second template is adjusted through two nuts and is fixed, the connecting rod is L-shaped, one end of the connecting rod positioned on the inner side of the second template is a right-angle edge bent at 90 degrees, the second template can be conveniently lapped on a steel bar truss through the right-angle edge, so that the second template can be fixedly connected through other modes such as tightening nuts or binding, the connection mode is simple, the installation mode is convenient, the bottom end of the second template is tightly attached to the side edge of the first template, and the liquid leakage is prevented, after concrete pouring is completed, the nuts positioned on the outer side of the second template are screwed out of the connecting rod, and the second template can be horizontally moved out along the connecting rod to be detached so that the second template is convenient to use again, the disassembly mode is simple, the repeated use is convenient, the efficiency is improved, and the cost is lowered.
Drawings
In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the drawings that are needed in the description of the embodiments or the prior art will be briefly described, and it is obvious that the drawings in the description below are some embodiments of the present utility model, and other drawings can be obtained according to the drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic diagram of a self-supporting floor side form mold according to the present utility model;
FIG. 2 is an enlarged view of FIG. 1 at A;
FIG. 3 is a front view of a self-supporting floor side form mold according to the present utility model;
fig. 4 is a front view of a second template provided by the present utility model.
Reference numerals illustrate:
1. a first template; 2. a support frame; 3. steel bar truss; 4. a second template; 5. a connecting rod; 6. a nut; 7. a fixed rod; 8. a binding member; 9. a fixing member; 10. a tongue-and-groove; 11. and a through hole.
Detailed Description
The following description of the embodiments of the present utility model will be made apparent and fully in view of the accompanying drawings, in which some, but not all embodiments of the utility model are shown. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
In the description of the present utility model, it should be noted that the directions or positional relationships indicated by the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc. are based on the directions or positional relationships shown in the drawings, are merely for convenience of describing the present utility model and simplifying the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present utility model, it should be noted that, unless explicitly specified and limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be either fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present utility model can be understood by those of ordinary skill in the art according to the specific circumstances.
In addition, the technical features of the different embodiments of the present utility model described below may be combined with each other as long as they do not collide with each other.
Example 1
Referring to fig. 1 to 4, a self-supporting floor side mold provided in this embodiment includes: the first template 1 is suitable for being horizontally arranged on the support frame 2; the steel bar truss 3 is arranged at the top of the first template 1; the second template 4 is vertically arranged along the side edge of the first template 1, a plurality of connecting rods 5 are arranged on the second template 4, and the connecting rods 5 are L-shaped; one end of the connecting rod 5 is connected with the steel bar truss 3, and the other end of the connecting rod vertically penetrates through the second template 4; nuts 6 are connected to the connecting rods 5 on two sides of the second template 4 in a threaded mode.
The connecting rod 5 is slidably disposed on the second template 4.
In this embodiment, set up on support frame 2 through first template 1, and as the building carrier plate in the bottom, set up second template 4 along the side of first template 1, so support in order to carry out fixed connection in week side, in order to guarantee closely knit when concrete placement vibrates, not leak thick liquid, before installing second template 4, at first wear to establish the one end of connecting rod 5 perpendicularly on second template 4, adjust the fixed position of connecting rod 5 on second template 4 through two nuts 6 and fix, because connecting rod 5 is L shape, be located the inboard one end of second template 4 for being 90 right-angle edges that degree was buckled, can be convenient for carry out fixed connection with second template 4 overlap joint on steel bar truss 3 through the right-angle edges, so as to carry out fixed connection through other modes such as screw up nut 6 or binding, the connected mode is simple, and installation effectiveness has been improved, and the installation effectiveness is convenient, simultaneously, the bottom of second template 4 is closely laminated with the side of first template 1, prevent liquid leakage, after concrete placement is accomplished, screw out connecting rod 5 with the nut 6 that is located the second template 4 outside, then can move second template 4 along the connecting rod 5, the translation efficiency is removed, can be convenient for use again, convenient for dismantlement mode, convenient for use, and easy cost is reduced.
Example 2
As a further improvement to embodiment 1, as shown in fig. 1, fixing rods 7 parallel to the side edges of the first formwork 1 are provided on the steel bar truss 3, a plurality of connecting rods 5 are provided on the second formwork 4 at intervals corresponding to the fixing rods 7, and the connecting rods 5 are connected with the fixing rods 7.
In this embodiment, be convenient for cooperate with connecting rod 5 through setting up dead lever 7 and be connected, connecting rod 5 position is corresponding with dead lever 7 on second template 4 simultaneously, when needs install second template 4 at first template 1 side, only need be after installing connecting rod 5, with the right-angle limit of buckling of connecting rod 5 downwards, can accomplish on the dead lever 7 through the right-angle limit overlap joint of connecting rod 5 when the installation and be connected with steel bar truss 3, can fix again and improve stability.
In particular, as shown in fig. 4, the second formwork 4 is provided with through holes 11 suitable for the passage of the tie bars 5, preferably the through holes 11 are sized to fit the tie bars 5, preventing the outflow of concrete through the gap.
Specifically, as shown in fig. 3, the height of the second template 4 is the same as the thickness of the concrete floor slab, and the specific height can be set according to practical situations, so that the thickness of the concrete floor slab can be ensured to meet the requirements during pouring, and meanwhile, the thickness of the pouring can be determined conveniently through the second template 4.
In a specific embodiment, the first and second templates 1 and 4 are galvanized steel plates, based on the above embodiment.
In this embodiment, the first and second templates 1 and 4 are preferably galvanized steel plates, which have excellent corrosion resistance, long service life, and excellent formability, and facilitate cutting, bending, and other processing techniques.
On the basis of the above embodiment, in a specific embodiment, as shown in fig. 3, the top end of the second template 4 is provided with a plurality of fixing members 9, and the fixing members 9 are connected to the steel bar truss 3 through binding members 8.
In this embodiment, through set up mounting 9 on the top of second template 4, be convenient for be connected the top of second template 4 with steel bar truss 3 through tie 8, further improve stability, prevent to pour the in-process because vibration or extrusion appear the gap or lead to breaking away from under the effect, improve steadiness, can cut tie 8 after pouring the completion concrete drying simultaneously and be convenient for dismantle second template 4.
In a specific embodiment, as shown in fig. 3, the fixing member 9 is a self-tapping screw, which is screwed with the second die plate 4.
In this embodiment, the structure of the fixing member 9 is not limited, preferably a self-tapping screw, which is convenient for disassembly and installation, and is suitable for the binding member 8 to connect, however, in other embodiments, the fixing member 9 may be a fixing block or a hook fixedly connected to the second template 4.
Specifically, as shown in fig. 3, the second template 4 is provided with a plurality of threaded holes which are in threaded connection with self-tapping screws. The self-tapping screw is convenient to install and detach.
Based on the above embodiment, in one specific embodiment, the binding 8 is an iron wire.
In this embodiment, the binding 8 is made of iron wire, so that the binding has high connection strength and is convenient to connect. In other embodiments, the binding 8 may also be made of aluminum wire.
On the basis of the above embodiment, in a specific embodiment, as shown in fig. 1, 2 and 4, one side of the second template 4 is provided with a tongue-and-groove 10, and the other side is adapted to the tongue-and-groove 10.
In this embodiment, the tongue-and-groove 10 is disposed on one side of the second template 4, so that a plurality of second templates 4 are installed along the side edge of the first template 1 to splice, improving the sealing performance of the splice, and preventing liquid leakage. Preferably, the number of the second templates 4 can be selected according to actual requirements, and can be 1, 2, 3, 4 or more.
On the basis of the above embodiment, in a specific embodiment, as shown in fig. 2, the cross section of the tongue-and-groove 10 is L-shaped, and is convexly disposed toward the side of the second template 4 facing away from the first template 1, that is, the open end of the tongue-and-groove 10 faces toward the side of the first template 1.
In this embodiment, the cross section of the tongue-and-groove 10 is L-shaped, and then the other side of the second template 4 is a straight edge adapted to the tongue-and-groove 10, so that installation and splicing are facilitated, and sealing performance is improved.
In a specific embodiment, as shown in fig. 3, the second mold plate 4 is L-shaped, and the bottom end of the second mold plate 4 is sealed and attached to the first mold plate 1.
In this embodiment, the second template 4 is L-shaped, and when in installation, the horizontal section at the bottom end of the second template 4 faces one side of the first template 1 and is tightly attached to the first template 1, so as to achieve the sealing effect and prevent leakage of liquid and slurry.
On the basis of the above embodiment, in a specific embodiment, the tie bars 5 are welded to the steel bar trusses 3.
In this embodiment, after the connecting rod 5 is lapped on the steel bar truss 3, the connecting rod is connected by welding, so that the stability is further improved.
The installation working principle of the self-supporting floor side die provided by the embodiment is as follows: through first template 1 setting on support frame 2 to as the building carrier plate in the bottom, before installing second template 4, wear to establish the one end of connecting rod 5 perpendicularly on second template 4 at first, adjust the fixed position of connecting rod 5 on second template 4 through two nuts 6 and fix, screw self-tapping screw to second template 4 simultaneously, set up second template 4 along the side of first template 1 then, a plurality of second templates 4 are assembled in proper order through the tongue-and-groove 10 of second template 4, so that support at the week side, closely knit, leak-proof thick liquid when guaranteeing concrete placement vibration, because connecting rod 5 is L shape, be located the inboard one end of second template 4 for being 90 right-angle limit that bends, can be convenient for carry out welded fastening connection again on bar 7 of second template 4 overlap joint steel bar truss 3, connect self-tapping screw and steel bar truss 3 through the iron wire simultaneously, the connected mode is simple, and the installation effectiveness is improved, and the side laminating of a plurality of second templates 4 is assembled in proper order to be convenient for the side of second template 4 is pour, prevent that the side laminating of second template 1 from leaking liquid, can be removed the second template 4 again in order to take advantage of convenience, the side joint bar 5 is convenient for carrying out the side joint, the second template is convenient for use 4 is removed again in the side, the side is convenient for use of the connecting rod is easy to take out the side, the side is convenient for use 4 to take out the side, and is convenient for take out the side. The technical problems that the construction process is complex, the cost is high, the disassembly and assembly are inconvenient, and the recycling rate is low due to the fact that the galvanized steel sheet is welded on site to serve as a side template are solved.
It is apparent that the above examples are given by way of illustration only and are not limiting of the embodiments. Other variations or modifications of the above teachings will be apparent to those of ordinary skill in the art. It is not necessary here nor is it exhaustive of all embodiments. While still being apparent from variations or modifications that may be made by those skilled in the art are within the scope of the utility model.
Claims (10)
1. A self-supporting floor sideform mold, comprising:
the first template (1) is suitable for being horizontally arranged on the support frame (2);
The steel bar truss (3) is arranged at the top of the first template (1);
The second template (4) is vertically arranged along the side edge of the first template (1), a plurality of connecting rods (5) are arranged on the second template (4), and the connecting rods (5) are L-shaped; one end of the connecting rod (5) is connected with the steel bar truss (3), and the other end of the connecting rod vertically penetrates through the second template (4); the two sides of the connecting rod (5) located on the second template (4) are connected with nuts (6) in a threaded mode.
2. The self-supporting floor side form die according to claim 1, wherein the steel bar truss (3) is provided with fixing rods (7) parallel to the side edges of the first form (1), a plurality of connecting rods (5) are arranged on the second form (4) at intervals corresponding to the fixing rods (7), and the connecting rods (5) are connected with the fixing rods (7).
3. Self-supporting floor sideform mould according to claim 1, wherein said first (1) and second (4) templates are galvanized steel sheets.
4. The self-supporting floor side form mold according to claim 1, wherein a plurality of fixing pieces (9) are arranged at the top end of the second form (4), and the fixing pieces (9) are connected with the steel bar truss (3) through binding pieces (8).
5. Self-supporting floor side form mould according to claim 4, characterized in that the fixing element (9) is a self-tapping screw which is screwed with the second form (4).
6. Self-supporting floor sideform mould according to claim 4, wherein said tie (8) is an iron wire.
7. A self-supporting floor sideform mould according to any one of claims 1-6, wherein one side of said second mould plate (4) is provided with a tongue-and-groove (10) and the other side is adapted to said tongue-and-groove (10).
8. Self-supporting floor sideform mould according to claim 7, wherein the tongue-and-groove (10) is L-shaped in cross section and is arranged protruding towards the side of the second mould plate (4) facing away from the first mould plate (1).
9. A self-supporting floor sideform mould according to claim 1, wherein the second mould plate (4) is L-shaped and the bottom end of the second mould plate (4) is in sealing engagement with the first mould plate (1).
10. Self-supporting floor sideform mould according to claim 1, wherein said connecting rods (5) are welded to said steel trusses (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322673880.6U CN220848697U (en) | 2023-09-28 | 2023-09-28 | Self-supporting floor side die |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322673880.6U CN220848697U (en) | 2023-09-28 | 2023-09-28 | Self-supporting floor side die |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220848697U true CN220848697U (en) | 2024-04-26 |
Family
ID=90771117
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322673880.6U Active CN220848697U (en) | 2023-09-28 | 2023-09-28 | Self-supporting floor side die |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220848697U (en) |
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2023
- 2023-09-28 CN CN202322673880.6U patent/CN220848697U/en active Active
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