CN220580519U - Novel steel construction building cast in situ concrete floor quick assembly disassembly template - Google Patents
Novel steel construction building cast in situ concrete floor quick assembly disassembly template Download PDFInfo
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- CN220580519U CN220580519U CN202321863746.6U CN202321863746U CN220580519U CN 220580519 U CN220580519 U CN 220580519U CN 202321863746 U CN202321863746 U CN 202321863746U CN 220580519 U CN220580519 U CN 220580519U
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- fixedly connected
- concrete floor
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 32
- 239000010959 steel Substances 0.000 title claims abstract description 32
- 238000010276 construction Methods 0.000 title claims description 10
- 238000011065 in-situ storage Methods 0.000 title claims description 7
- 230000000694 effects Effects 0.000 claims description 8
- 230000007246 mechanism Effects 0.000 claims description 6
- 230000008878 coupling Effects 0.000 claims description 3
- 238000010168 coupling process Methods 0.000 claims description 3
- 238000005859 coupling reaction Methods 0.000 claims description 3
- 238000000034 method Methods 0.000 abstract description 19
- 230000008569 process Effects 0.000 abstract description 16
- 230000003111 delayed effect Effects 0.000 abstract description 5
- 230000009471 action Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000012559 user support system Methods 0.000 description 1
Abstract
The utility model discloses a novel steel structure building cast-in-place concrete floor slab quick assembly disassembly template, which comprises a rod body, wherein the top of the rod body is fixedly connected with a plate body, the top of the plate body is attached with a template, the inner side of a U-shaped plate is movably connected with a transverse plate, rubber blocks are respectively arranged on the upper side and the lower side of the transverse plate, the upper side and the lower side of the outer wall of each rubber block are respectively movably connected with two grooves on the inner side of the U-shaped plate, two sides of the outer wall of the transverse plate are respectively movably connected with a block, and the tops of the two blocks are fixedly connected with the bottom of the plate body. The utility model relates to the technical field of concrete templates, and aims to solve the problems that the existing template and a supporting rod are complex in connection process, workers are inconvenient to operate on site in a binding mode, the dismounting time is delayed in the binding mode, and the working efficiency is reduced.
Description
Technical Field
The utility model relates to the technical field of concrete templates, in particular to a novel steel structure building cast-in-place concrete floor slab quick assembly disassembly template.
Background
The concrete form is a set of construction system for forming cast-in-place concrete form and supporting form, the form is classified into two kinds of form of plane form and curved form according to the form, and is divided into bearing form and non-bearing form according to the stress condition, the construction form structure for construction mainly consists of three portions of panel, supporting structure and connecting piece,
the panel is the bearing plate of direct contact cast in situ concrete, and bearing structure then is the temporary structure of supporting panel, concrete and construction load, guarantees that building templates structure firmly makes up, accomplishes non-deformable, not destroys, and the connecting piece is the accessory that connects into holistic with panel and bearing structure, in order to guarantee the stability of template, current mode fixed stay pole that adopts the ligature supports the template.
But the connection process of current template and supporting rod is loaded down with trivial details, adopts the mode of ligature inconvenient workman at the field operation, and the mode of ligature has delayed the dismouting time, has reduced work efficiency.
Disclosure of Invention
Aiming at the defects of the prior art, the utility model provides a novel steel structure building cast-in-place concrete floor slab quick assembly and disassembly template, which solves the problems that the existing template and a supporting rod are complex in connection process, workers are inconvenient to operate on site by adopting a binding mode, the assembly and disassembly time is delayed by adopting the binding mode, and the working efficiency is reduced.
In order to achieve the above purpose, the present utility model is realized by the following technical scheme: the utility model provides a novel steel construction building cast in situ concrete floor quick assembly disassembly template, includes the body of rod, the top rigid coupling of the body of rod has the plate body, the top laminating of plate body has the template, the below of deciding the plate body is rotated through the round pin axle and is linked to each other has the bracing piece, the below of template is provided with connects positioning mechanism, and connecting position mechanism includes location arch, U template, diaphragm, block and rubber piece, the bellied top of location and the bottom fixed connection of template, the bellied outer wall of location links to each other with the through-hole activity of plate body, the bellied bottom rigid coupling of location has the U template, the inboard activity of U template links to each other there is the diaphragm, the rubber piece is all installed to the upper and lower both sides of the outer wall of rubber piece link to each other with the inboard activity of U template respectively, the outer wall both sides of diaphragm all activity link to each other has the block, two the top of block and the bottom fixed connection of plate body.
Preferably, the inner side of the supporting rod is connected with a first screw rod in a threaded manner, and the bottom of the screw rod is fixedly connected with a bottom plate.
Preferably, one side of the rod body and one side of the supporting rod are fixedly connected with a second straight plate and a first straight plate respectively, and through holes and grooves of the second straight plate and the first straight plate are movably connected with inserting rods.
Preferably, positioning blocks are fixedly connected to two sides of the bottom of the template, straight rods are movably connected to the inner sides of the two positioning blocks, and lifting cylinders are fixedly connected to the bottoms of the straight rods.
Preferably, clamping grooves are formed in two sides of the template, clamping blocks are movably connected to the inner sides of the clamping grooves on one side, first steel sleeves are fixedly connected to the inner sides of the clamping blocks, second steel sleeves are processed above the inner sides of the clamping grooves on one side, second screw rods are connected to the inner side threads of the first steel sleeves, and the outer walls of the second screw rods are movably connected with bottom through holes of the template.
Advantageous effects
The utility model provides a novel rapid disassembly and assembly template for a cast-in-place concrete floor slab of a steel structure building. The beneficial effects are as follows: this novel steel construction building cast in situ concrete floor quick assembly disassembly template passes through the cooperation between plate body, location arch and the template, has realized the location and the installation of template and bearing structure, and convenient to use person carries out the dismouting work subsequently, has solved current template and the connection process of supporting rod loaded down with trivial details, adopts the mode of ligature to be inconvenient for the workman at the field operation, and the dismouting time has been deferred to the mode of ligature, has reduced work efficiency's problem.
Through the cooperation between template, fixture block and the first screw rod, realized spacing between a plurality of templates, make between a plurality of templates relatively smooth, avoid appearing the uneven condition of height between the adjacent template.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a schematic view of the present utility model;
FIG. 3 is a schematic view of the plate body, positioning projections and template of FIG. 1;
fig. 4 is a schematic structural view of the die plate, the clamping block and the first screw in fig. 1.
In the figure: 1. the lifting device comprises a bottom plate, 2, a first screw rod, 3, a supporting rod, 4, a rod body, 5, a plate body, 6, a positioning protrusion, 7, a template, 8, a positioning block, 9, a U-shaped plate, 10, a rubber block, 11, a transverse plate, 12, a block, 13, a second steel sleeve, 14, a clamping block, 15, a first steel sleeve, 16, a second screw rod, 17, a clamping groove, 18, a first straight plate, 19, a second straight plate, 20, an inserting rod, 21, a straight rod, 22 and a lifting oil cylinder.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. 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.
The existing template and the supporting rod are complex in connection process, workers are inconvenient to operate on site in a binding mode, the dismounting time is delayed in the binding mode, and the working efficiency is reduced.
In view of the above, the quick assembly disassembly template for the cast-in-place concrete floor of the novel steel structure building is provided, the positioning and the installation of the template and the supporting structure are realized through the cooperation among the plate body, the positioning protrusions and the template, the subsequent assembly and disassembly work of a convenient user is realized, the problems that the connection process of the existing template and the supporting rod is complex, workers are inconvenient to operate on site in a binding mode, the assembly and disassembly time is prolonged in a binding mode, and the working efficiency is reduced are solved.
The components in the present case are sequentially connected by a person skilled in the art, and specific connection and operation sequence should be referred to the following working principle, and the detailed connection means thereof are known in the art, and the following working principle and process are mainly described.
Embodiment one: as can be seen from fig. 1-3, a novel steel structure building cast-in-place concrete floor quick assembly disassembly template comprises a rod body 4, a plate body 5 is fixedly connected to the top of the rod body 4, a template 7 is attached to the top of the plate body 5, support rods 3 are connected to the lower side of the plate body 5 through pin shafts in a rotating manner, the support rods 3 can rotate through pin shafts, a connecting and positioning mechanism is arranged below the template 7, the connecting and positioning mechanism comprises positioning protrusions 6, a U-shaped plate 9, a transverse plate 11, a block 12 and rubber blocks 10, the top of the positioning protrusions 6 is fixedly connected with the bottom of the template 7, the outer wall of the positioning protrusions 6 is movably connected with through holes of the plate body 5, the plate body 5 can move outside the positioning protrusions 6, a transverse plate 11 is fixedly connected to the inner side of the positioning protrusions 6, rubber blocks 10 are respectively and movably connected with two grooves on the upper side and lower side of the outer wall of the transverse plate 10, the two outer wall sides of the transverse plate 11 are movably connected with block 12, the transverse plate 11 can move in openings of the two block 12, and the top of the two block 12 is fixedly connected with the bottom of the plate 5;
in the specific implementation process, it is worth particularly pointing out that the transverse plate 11 can move in the front openings of the two blocks 12, and the positioning and the installation of the template and the supporting structure are realized through the cooperation among the transverse plate 11, the blocks 12 and the rubber blocks 10, so that the subsequent disassembly and assembly work of a user is facilitated, the problems that the connecting process of the existing template and the supporting rod is complicated, the on-site operation of workers is inconvenient due to the adoption of a binding mode, the disassembly and assembly time is delayed due to the adoption of the binding mode, and the working efficiency is reduced are solved;
further, the inner side of the supporting rod 3 is connected with a first screw rod 2 in a threaded manner, and the bottom of the first screw rod 2 is fixedly connected with a bottom plate 1;
in the specific implementation process, it is worth particularly pointing out that the user can rotate the bottom plate 1 to change the extension length of the first screw 2, so as to support the ground with different heights;
further, one side of the rod body 4 and one side of the support rod 3 are fixedly connected with a second straight plate 19 and a first straight plate 18 respectively, through holes and grooves of the second straight plate 19 and the first straight plate 18 are movably connected with a plug rod 20, and the plug rod 20 can move in the through holes and grooves of the second straight plate 19 and the first straight plate 18;
in the specific implementation process, it should be noted that the user may rotate the support rod 3 to a position in line with the rod body 4, and then limit the support rod 3 and the rod body 4 by using the insert rod 20;
furthermore, positioning blocks 8 are fixedly connected to two sides of the bottom of the template 7, straight rods 21 are movably connected to the inner sides of the two positioning blocks 8, lifting oil cylinders 22 are fixedly connected to the bottom of the straight rods 21, and the type of the lifting oil cylinders 22 is not limited;
in the specific implementation process, it is worth particularly pointing out that the lifting cylinder 22 can lift the template 7 to move up and down, so that the user does not need to climb to operate;
specifically, when using this novel steel construction building cast in situ concrete floor quick assembly disassembly template, the user can aim at the protruding 6 of location with plate body 5 and put into, then the user can put into the front opening of two blocks 12 and the inboard spacing of U template 9 with diaphragm 11, and two rubber blocks 10 joint on the diaphragm 11 have guaranteed the stability of diaphragm 11 in two recesses of inboard of U template 9 simultaneously to realized the connection between template 7 and the bracing piece 3.
Embodiment two: as can be seen from fig. 1, 2 and 4, clamping grooves 17 are formed on two sides of the template 7, clamping blocks 14 are movably connected to the inner side of one clamping groove 17, the clamping blocks 14 can move inside the clamping grooves 17, two adjacent templates 7 can be mutually inserted and positioned, a first steel sleeve 15 is fixedly connected to the inner side of the clamping blocks 14, a second steel sleeve 13 is formed above the inner side of one clamping groove 17, a second screw 16 is connected to the inner side of the first steel sleeve 15 in a threaded manner, the outer wall of the second screw 16 is movably connected with a through hole at the bottom of the template 7, and threads are formed on the inner side of the second steel sleeve 13 and have the same size as the second screw 16;
in the specific implementation process, it is worth particularly pointing out that threads are machined on the inner side of the second steel sleeve 13, the threads are the same as the second screw rod 16 in size, and the limit among the templates 7 is realized through the cooperation among the second steel sleeve 13, the first steel sleeve 15 and the clamping groove 17, so that the templates 7 are relatively flat, and the condition of uneven height among the adjacent templates 7 is avoided;
specifically, on the basis of the first embodiment, after the user supports the template 7, the clamping block 14 can be pulled to move transversely, the clamping block 14 is inserted into the clamping groove 17 of the adjacent template 7, and at this time, the second screw 16 can be rotated to the inner side of the second steel sleeve 13 to position, so that the limiting among a plurality of templates 7 is realized, and the structure can be respectively arranged on the four outer sides of the template 7, so that the limiting can be performed in four directions.
It is noted that relational terms such as first and second, and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Moreover, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation. The term "comprising" an element defined by the term "comprising" does not exclude the presence of other identical elements in a process, method, article or apparatus that comprises the element.
In the present utility model, unless explicitly specified and limited otherwise, the terms "mounted," "configured," "connected," "secured," "screwed," and the like are to be construed broadly and may be, for example, fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; either directly or indirectly through intermediaries, or in communication with each other or in interaction with each other, unless explicitly defined otherwise, the meaning of the terms described above in this application will be understood by those of ordinary skill in the art in view of the specific circumstances.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (5)
1. Novel steel construction building cast in situ concrete floor quick assembly disassembly template, including body of rod (4), its characterized in that: the top of the rod body (4) is fixedly connected with a plate body (5), a template (7) is attached to the top of the plate body (5), a supporting rod (3) is connected below the plate body (5) through a pin shaft in a rotating mode, and a connecting and positioning mechanism is arranged below the template (7);
the connecting and positioning mechanism comprises a positioning bulge (6), a U-shaped plate (9), a transverse plate (11), a block body (12) and a rubber block (10);
the top of location arch (6) and the bottom fixed connection of template (7), the outer wall of location arch (6) links to each other with the through-hole activity of plate body (5), the bottom rigid coupling of location arch (6) has U template (9), the inboard activity of U template (9) links to each other has diaphragm (11), rubber piece (10) are all installed to the upper and lower both sides of diaphragm (11), two the outer wall upper and lower both sides of rubber piece (10) link to each other with the activity of the inboard two recesses of U template (9) respectively, the outer wall both sides of diaphragm (11) all link to each other with block (12), two the top of block (12) and the bottom fixed connection of plate body (5).
2. The novel steel structure building cast-in-place concrete floor quick assembly disassembly template of claim 1, wherein: the inner side of the supporting rod (3) is connected with a first screw rod (2) in a threaded mode, and a bottom plate (1) is fixedly connected to the bottom of the first screw rod (2).
3. The novel steel structure building cast-in-place concrete floor quick assembly disassembly template of claim 1, wherein: one side of the rod body (4) and one side of the supporting rod (3) are fixedly connected with a second straight plate (19) and a first straight plate (18) respectively, and through holes and grooves of the second straight plate (19) and the first straight plate (18) are movably connected with inserting rods (20).
4. The novel steel structure building cast-in-place concrete floor quick assembly disassembly template of claim 1, wherein: the two sides of the bottom of the template (7) are fixedly connected with positioning blocks (8), the inner sides of the two positioning blocks (8) are movably connected with a straight rod (21), and the bottom of the straight rod (21) is fixedly connected with a lifting oil cylinder (22).
5. The novel steel structure building cast-in-place concrete floor quick assembly disassembly template of claim 1, wherein: clamping grooves (17) are formed in two sides of the template (7), clamping blocks (14) are movably connected to the inner sides of the clamping grooves (17) on one side, first steel sleeves (15) are fixedly connected to the inner sides of the clamping blocks (14), second steel sleeves (13) are processed above the inner sides of the clamping grooves (17) on one side, second screw rods (16) are connected to inner side threads of the first steel sleeves (15), and outer walls of the second screw rods (16) are movably connected with bottom through holes of the template (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321863746.6U CN220580519U (en) | 2023-07-14 | 2023-07-14 | Novel steel construction building cast in situ concrete floor quick assembly disassembly template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321863746.6U CN220580519U (en) | 2023-07-14 | 2023-07-14 | Novel steel construction building cast in situ concrete floor quick assembly disassembly template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220580519U true CN220580519U (en) | 2024-03-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321863746.6U Active CN220580519U (en) | 2023-07-14 | 2023-07-14 | Novel steel construction building cast in situ concrete floor quick assembly disassembly template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220580519U (en) |
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2023
- 2023-07-14 CN CN202321863746.6U patent/CN220580519U/en active Active
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