CN218952817U - Building pull rod template system - Google Patents
Building pull rod template system Download PDFInfo
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- CN218952817U CN218952817U CN202221681157.1U CN202221681157U CN218952817U CN 218952817 U CN218952817 U CN 218952817U CN 202221681157 U CN202221681157 U CN 202221681157U CN 218952817 U CN218952817 U CN 218952817U
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- template
- pressing plate
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- threaded rod
- pull rod
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- 238000003825 pressing Methods 0.000 claims abstract description 50
- 230000000149 penetrating effect Effects 0.000 claims abstract description 7
- 238000010276 construction Methods 0.000 claims description 32
- 238000009415 formwork Methods 0.000 claims description 32
- 238000000034 method Methods 0.000 abstract description 11
- 239000000463 material Substances 0.000 abstract description 5
- 238000009434 installation Methods 0.000 abstract description 4
- 230000003014 reinforcing effect Effects 0.000 abstract description 4
- 238000010586 diagram Methods 0.000 description 3
- 229910000838 Al alloy Inorganic materials 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 239000000758 substrate Substances 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
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000994 depressogenic effect Effects 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
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Abstract
The utility model discloses a building pull rod template system, which comprises a template unit and a leveling unit, wherein the leveling unit is used for limiting the template unit; the installation method of the building pull rod template system comprises the steps of building wallboards on two sides based on a first template and a second template, putting a sleeve in the middle, and penetrating a threaded rod; based on the pressing plate structure, selecting whether to lock the first template or the second template by using a first nut; and placing a square adjusting through and a pressing plate, and locking the square adjusting through and the pressing plate through a second nut. According to the template system and the installation method, the first protruding parts and the first recessed parts are matched with each other, so that the connection strength is higher, deformation is not easy to occur, a reinforcing plate is not required to be welded, or a gasket is added for fixing, and through the structure of the pressing plate, the material and the installation time are greatly saved, the cost is reduced, and meanwhile, the working efficiency is also improved.
Description
Technical Field
The utility model relates to the technical field of building pull rod templates, in particular to a building pull rod template system.
Background
The aluminum alloy building aluminum template is mainly used for forming the main body wall and the floor, the traditional aluminum alloy template is a split screw system, and is generally provided with a hole directly on an extruded section, so that the strength of the template is greatly influenced, and the rigidity and the strength of the whole template are obviously insufficient because the plate surface is only about 4mm, so that a large number of double back ridges are required to be used for reinforcing the template (the inner side and the outer side are five), the use of materials is greatly increased, and the labor intensity is also increased. And the panel surface open pore leads to the template bulk strength not enough, need weld the reinforcing plate again on the template, perhaps add the spacer fixed, prevent that panel department from producing big deformation. Even so, in the in-service use, a plurality of pull rods can generate larger deformation to influence the molding quality of the concrete wall.
Disclosure of Invention
This section is intended to outline some aspects of embodiments of the utility model and to briefly introduce some preferred embodiments. Some simplifications or omissions may be made in this section as well as in the description summary and in the title of the application, to avoid obscuring the purpose of this section, the description summary and the title of the utility model, which should not be used to limit the scope of the utility model.
The present utility model has been made in view of the above and/or problems associated with existing construction tie rod formwork systems and methods of installing same.
Accordingly, the problem addressed by the present utility model is how to provide a construction tie rod formwork system.
In order to solve the technical problems, the utility model provides the following technical scheme: the building pull rod template system comprises a template unit, a first template and a second template, wherein a first protruding part is arranged on one side surface of the first template, a first recessed part is arranged on one side surface of the second template, and the first protruding part is matched with the first recessed part; the leveling unit comprises a pressing plate, a leveling square tube and a pull rod, wherein the pressing plate is arranged on the leveling square tube in a building mode, and the pull rod penetrates through the pressing plate and locks the pressing plate.
As a preferred embodiment of the construction tie bar formwork system of the present utility model, wherein: the first protruding portion is internally provided with a first limiting cylinder, the first recessed portion is internally provided with a second limiting cylinder, and the first limiting cylinder is matched with the second limiting cylinder.
As a preferred embodiment of the construction tie bar formwork system of the present utility model, wherein: the clamp plate includes first diaphragm and riser, first diaphragm and riser set up perpendicularly to laminate mutually with two faces that the square of adjusting leads to.
As a preferred embodiment of the construction tie bar formwork system of the present utility model, wherein: the pull rod comprises a threaded rod penetrating through the template unit and the pressing plate, a sleeve arranged between the two template units and sleeved on the threaded rod, a first nut matched with the threaded rod and used for fixing the template unit, and a second nut matched with the threaded rod and used for fixing the pressing plate.
As a preferred embodiment of the construction tie bar formwork system of the present utility model, wherein: the clamp plate includes first diaphragm, riser and second diaphragm, first diaphragm and riser are laminated mutually with the leveling side way.
As a preferred embodiment of the construction tie bar formwork system of the present utility model, wherein: the pull rod comprises a threaded rod penetrating through the template unit and the pressing plate, a sleeve arranged between the two template units and sleeved on the threaded rod, and a second nut matched with the threaded rod and used for fixing the pressing plate.
As a preferred embodiment of the construction tie bar formwork system of the present utility model, wherein: the end face of the second transverse plate is provided with a bearing surface, and the bearing surface is propped against the first template or the second template.
As a preferred embodiment of the construction tie bar formwork system of the present utility model, wherein: a support rib is disposed between the bearing surface and the first cross plate.
As a preferred embodiment of the construction tie bar formwork system of the present utility model, wherein: the riser is provided with a first hole through which the threaded rod passes.
Another object of the present utility model is to provide a method for installing a formwork system of a building tie rod, so as to solve the problems of complex installation process, more materials and insufficient overall strength of the formwork when the prior art is adopted.
In order to solve the technical problems, the utility model provides the following technical scheme: a method for installing a building pull rod template system comprises the following steps,
building wallboards on two sides based on a first template and a second template, putting a sleeve in the middle, and penetrating a threaded rod;
based on the pressing plate structure, selecting whether to lock the first template or the second template by using a first nut;
and placing a square adjusting through and a pressing plate, and locking the square adjusting through and the pressing plate through a second nut.
The utility model has the beneficial effects that: through the cooperation of first bellying and first depressed part between the vertical template for joint strength is higher, is difficult for appearing warping, need not to weld the reinforcing plate again, perhaps adds the gasket fixed, and through the structure of clamp plate, has saved material and installation time greatly, has also accelerated work efficiency in the time of the reduction cost.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings that are needed in the description of the embodiments will be briefly described below, it being obvious that the drawings in the following description are only some embodiments of the present utility model, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art. Wherein:
FIG. 1 is a schematic diagram of the construction tie template system of example 1.
Fig. 2 is a first form construction diagram of the construction tie-bar form system of example 1.
Fig. 3 is a second form construction diagram of the construction tie form system of example 1.
FIG. 4 is a cross-sectional view of the platen assembly of the construction tie bar formwork system of example 1.
Fig. 5 is a press-plate assembly cross-sectional view of the construction tie bar formwork system of example 2.
Fig. 6 is a schematic view of the platen structure without support ribs of the construction tie bar formwork system of example 2.
Fig. 7 is a schematic view of the structure of a platen with support ribs of the construction tie bar formwork system of example 2.
FIG. 8 is a flow chart of a method of installing a construction tie template system in example 3.
Detailed Description
In order that the above-recited objects, features and advantages of the present utility model will become more readily apparent, a more particular description of the utility model will be rendered by reference to specific embodiments thereof which are illustrated in the appended drawings.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present utility model, but the present utility model may be practiced in other ways other than those described herein, and persons skilled in the art will readily appreciate that the present utility model is not limited to the specific embodiments disclosed below.
Further, reference herein to "one embodiment" or "an embodiment" means that a particular feature, structure, or characteristic can be included in at least one implementation of the utility model. The appearances of the phrase "in one embodiment" in various places in the specification are not necessarily all referring to the same embodiment, nor are separate or alternative embodiments mutually exclusive of other embodiments.
Example 1
Referring to fig. 1 to 4, for a first embodiment of the present utility model, there is provided a construction tie bar formwork system including a formwork unit 100 and a leveling unit 200 for limiting the formwork unit 100.
Specifically, the template unit 100 includes a first template 101 and a second template 102, a first protruding portion 101a is disposed on a side surface of the first template 101, a first recessed portion 102a is disposed on a side surface of the second template 102, and the first protruding portion 101a is matched with the first recessed portion 102 a.
The leveling unit 200 comprises a pressing plate 201, a leveling square tube 202 and a pull rod 203, wherein the pressing plate 201 is arranged on the leveling square tube 202, and the pull rod 203 penetrates through the pressing plate 201 and locks the pressing plate 201.
The first template 101 and the second template 102 have the following two forms:
1. one side surface of the first template 101 and one side surface of the second template 102 are provided with a first protruding part 101a or a first recessed part 102a, and the other opposite side surface is flat, and when the first template 101 and the second template 102 are clamped with each other, the first template and the second template can be fixed in a bolt connection mode;
2. the first protruding portion 101a and the first recessed portion 102a are respectively disposed on two sides of the first template 101 and the second template 102, and at this time, the first template 101 and the second template 102 are substantially identical in structure, and the templates can be used as intermediate layers to increase the overall height.
Further, a first limiting cylinder 101a-1 is disposed in the first protruding portion 101a, a second limiting cylinder 102a-1 is disposed in the first recessed portion 102a, the first limiting cylinder 101a-1 is matched with the second limiting cylinder 102a-1, and the second limiting cylinder 102a-1 is inserted into the first limiting cylinder 101a-1 and is mutually attached, so that positioning can be formed, dislocation of two templates can be prevented, and on the other hand, connection strength can be increased. Preferably, the first limiting cylinder 101a-1 and the second limiting cylinder 102a-1 are both disposed at the middle position.
In this embodiment, the pressing plate 201 includes a first transverse plate a and a vertical plate B, which are vertically disposed and are attached to both surfaces of the square adjusting channel 202. The tie rod 203 includes a threaded rod 203a passing through the die plate unit 100 and the pressing plate 201, a sleeve 203b disposed between the two die plate units 100 and fitted over the threaded rod 203a, a first nut 203c engaged with the threaded rod 203a and fixing the die plate unit 100, and a second nut 203d engaged with the threaded rod 203a and fixing the pressing plate 201.
In this embodiment, the pressing plate 201 has an L-shaped structure, the first transverse plate a has a short side, the vertical plate B has a long side, the first transverse plate a is attached to the top surface of the leveling square 202, and the vertical plate B is attached to the side surface of the leveling square 202. Preferably, the vertical plate B is provided with a first hole B-1, the first hole B-1 is a slotted hole, the threaded rod 203a passes through the slotted hole, and the slotted hole is configured to facilitate adjustment of the position of the pressing plate 201, so that the first transverse plate a is attached to the top surface of the leveling square 202.
The second nut 203d is a mountain-shaped nut, and is provided with a circular surface that can be bonded to the platen 201 to increase the bonding area with the platen 201, and can be directly pressed against the leveling square 202 to reduce the shearing force applied to the platen 201.
It should be noted that, the side surfaces of the first template 101 and the second template 102 are provided with bolt holes, when the first template 101 and the second template 102 are clamped and screwed by the first protruding portion 101a and the first recessed portion 102a, a template substrate is formed, and a plurality of template substrates are combined together to form a single-side wallboard.
Example 2
Referring to fig. 1 to 3 and 5 to 7, a second embodiment of the present utility model is provided with a construction tie bar formwork system including a formwork unit 100 and a leveling unit 200 for limiting the formwork unit 100.
Specifically, the template unit 100 includes a first template 101 and a second template 102, a first protruding portion 101a is disposed on a side surface of the first template 101, a first recessed portion 102a is disposed on a side surface of the second template 102, and the first protruding portion 101a is matched with the first recessed portion 102 a.
The leveling unit 200 comprises a pressing plate 201, a leveling square tube 202 and a pull rod 203, wherein the pressing plate 201 is arranged on the leveling square tube 202, and the pull rod 203 penetrates through the pressing plate 201 and locks the pressing plate 201.
The first template 101 and the second template 102 have the following two forms:
3. one side surface of the first template 101 and one side surface of the second template 102 are provided with a first protruding part 101a or a first recessed part 102a, and the other opposite side surface is flat, and when the first template 101 and the second template 102 are clamped with each other, the first template and the second template can be fixed in a bolt connection mode;
4. the first protruding portion 101a and the first recessed portion 102a are respectively disposed on two sides of the first template 101 and the second template 102, and at this time, the first template 101 and the second template 102 are substantially identical in structure, and the templates can be used as intermediate layers to increase the overall height.
Further, a first limiting cylinder 101a-1 is disposed in the first protruding portion 101a, a second limiting cylinder 102a-1 is disposed in the first recessed portion 102a, the first limiting cylinder 101a-1 is matched with the second limiting cylinder 102a-1, and the second limiting cylinder 102a-1 is inserted into the first limiting cylinder 101a-1 and is mutually attached, so that positioning can be formed, dislocation of two templates can be prevented, and on the other hand, connection strength can be increased. Preferably, the first limiting cylinder 101a-1 and the second limiting cylinder 102a-1 are both disposed at the middle position.
In this embodiment, the pressing plate 201 includes a first transverse plate a, a vertical plate B and a second transverse plate C, where the first transverse plate a and the vertical plate B are attached to the leveling square 202. The tie rod 203 includes a threaded rod 203a passing through the die plate unit 100 and the pressing plate 201, a sleeve 203b disposed between the two die plate units 100 and sleeved on the threaded rod 203a, and a second nut 203d engaged with the threaded rod 203a and fixing the pressing plate 201. Compared with embodiment 1, the first nut 203c is not needed, fewer parts are used, and the process is simpler.
The end face of the second transverse plate C is provided with a bearing surface D, and the bearing surface D is propped against the first template 101 or the second template 102.
In this embodiment, the pressing plate 201 is of a C-shaped structure, the first transverse plate a is a short side, the vertical plate B is a long side, the second transverse plate C is a long side, the first transverse plate a is attached to the top surface of the leveling square 202, the vertical plate B is attached to the side surface of the leveling square 202, preferably, the length of the second transverse plate C is the same as the width of the leveling square 202, that is, when the vertical plate B is attached to the side surface of the leveling square 202, the end surface of the second transverse plate C is just abutted against the template. Preferably, the vertical plate B is provided with a first hole B-1, the first hole B-1 is a oblong hole, the threaded rod 203a passes through the oblong hole, and the oblong hole is configured to facilitate adjustment of the position of the pressing plate 201, so that the first transverse plate a is attached to the top surface of the leveling square 202.
The second nut 203d is a mountain-shaped nut, and is provided with a circular surface that can be bonded to the platen 201 to increase the bonding area with the platen 201, and can be directly pressed against the leveling square 202 to reduce the shearing force applied to the platen 201.
Preferably, as shown in fig. 6, the leveling square 202 is disposed between the first transverse plate a and the threaded rod 203a, the end surface of the second transverse plate C is provided with a bearing surface D, the bearing surface D abuts against the template 300, the pressing plate 201 can be manufactured by directly bending, and through testing, the strength of the pressing plate 201 with such a structure meets the field use requirement.
In another embodiment, as shown in fig. 7, a supporting rib E is disposed between the bearing surface D and the first transverse plate a, and the strength of the pressing plate 201 is higher.
Example 3
Referring to fig. 1 to 8, in order to provide a third embodiment of the present utility model, the present embodiment provides a method for installing a construction tie bar formwork system, the method for installing a construction tie bar formwork system comprising the steps of:
s1, building wallboards on two sides based on a first template 101 and a second template 102, putting a sleeve 203b in the middle, and penetrating a threaded rod 203a;
s2, selecting whether to lock the first template 101 or the second template 102 by using a first nut 203c based on the structure of the pressing plate 201;
s3, placing the square adjusting through 202 and the pressing plate 201, and locking the square adjusting through 202 and the pressing plate by the second nut 203d.
In step S1, the first template 101 and the second template 102 can be combined into a template matrix, and the single-side wall board can be assembled by only a plurality of template matrixes, or can be assembled by the template matrixes and the existing common templates in a crossed manner, holes for the threaded rods 203a to pass through are formed in the first template 101 and the second template 102, after the wall bodies on two sides are built, the sleeve 203b is placed in the middle of the wall bodies, the threaded rods 203a pass through, and two sides of the wall bodies are sealed by the existing templates, so that the wall bodies form a top-bottom transparent coaming.
In step S2, depending on the type of the "L-shaped" platen 201 and the "C-shaped" platen 201, it is selected whether the first nut 203C is used, if the "L-shaped" platen 201 is selected, the first nut 203C is used, and if the "C-shaped" platen 201 is selected, the first nut 203C is not used.
In step S3, the leveling square-shaped passages 202 and the pressing plate 201 are placed, the placement rule is that 2 to 5 tie rods 203 are spaced in the vertical direction, 1 leveling square-shaped passage 202 is placed, and the leveling square-shaped passages are locked by a second nut 203d.
The method can save 67% of back ridge materials, simplify the mounting process and greatly reduce the production cost.
It should be noted that the above embodiments are only for illustrating the technical solution of the present utility model and not for limiting the same, and although the present utility model has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that the technical solution of the present utility model may be modified or substituted without departing from the spirit and scope of the technical solution of the present utility model, which is intended to be covered in the scope of the claims of the present utility model.
Claims (9)
1. The utility model provides a building pull rod template system which characterized in that: comprising the steps of (a) a step of,
the template unit (100) comprises a first template (101) and a second template (102), wherein a first protruding part (101 a) is arranged on one side surface of the first template (101), a first recessed part (102 a) is arranged on one side surface of the second template (102), and the first protruding part (101 a) is matched with the first recessed part (102 a);
the leveling unit (200) comprises a pressing plate (201), a leveling square tube (202) and a pull rod (203), wherein the pressing plate (201) is arranged on the leveling square tube (202), and the pull rod (203) penetrates through the pressing plate (201) and locks the pressing plate.
2. The construction tie bar formwork system of claim 1, wherein: a first limiting cylinder (101 a-1) is arranged in the first protruding portion (101 a), a second limiting cylinder (102 a-1) is arranged in the first recessed portion (102 a), and the first limiting cylinder (101 a-1) is matched with the second limiting cylinder (102 a-1).
3. A construction tie bar formwork system as claimed in claim 1 or 2, wherein: the pressing plate (201) comprises a first transverse plate (A) and a vertical plate (B), and the first transverse plate (A) and the vertical plate (B) are vertically arranged and are attached to two surfaces of the leveling square tube (202).
4. A construction tie rod formwork system as claimed in claim 3, wherein: the pull rod (203) comprises a threaded rod (203 a) penetrating through the template unit (100) and the pressing plate (201), a sleeve (203 b) arranged between the two template units (100) and sleeved on the threaded rod (203 a), a first nut (203 c) matched with the threaded rod (203 a) and used for fixing the template unit (100), and a second nut (203 d) matched with the threaded rod (203 a) and used for fixing the pressing plate (201).
5. A construction tie bar formwork system as claimed in claim 1 or 2, wherein: the pressing plate (201) comprises a first transverse plate (A), a vertical plate (B) and a second transverse plate (C), and the first transverse plate (A) and the vertical plate (B) are attached to the leveling square tube (202).
6. The construction tie rod formwork system as claimed in claim 5, wherein: the pull rod (203) comprises a threaded rod (203 a) penetrating through the template units (100) and the pressing plates (201), a sleeve (203 b) arranged between the two template units (100) and sleeved on the threaded rod (203 a), and a second nut (203 d) matched with the threaded rod (203 a) and used for fixing the pressing plates (201).
7. The construction tie bar formwork system as claimed in claim 6, wherein: the end face of the second transverse plate (C) is provided with a bearing surface (D), and the bearing surface (D) is propped against the first template (101) or the second template (102).
8. The construction tie rod formwork system as claimed in claim 7, wherein: a support rib (E) is arranged between the bearing surface (D) and the first transverse plate (A).
9. A construction tie rod formwork system as claimed in claim 4 or 8, wherein: the vertical plate (B) is provided with a first hole (B-1), and the threaded rod (203 a) passes through the first hole (B-1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221681157.1U CN218952817U (en) | 2022-06-30 | 2022-06-30 | Building pull rod template system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221681157.1U CN218952817U (en) | 2022-06-30 | 2022-06-30 | Building pull rod template system |
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| Publication Number | Publication Date |
|---|---|
| CN218952817U true CN218952817U (en) | 2023-05-02 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202221681157.1U Active CN218952817U (en) | 2022-06-30 | 2022-06-30 | Building pull rod template system |
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| CN (1) | CN218952817U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115233986A (en) * | 2022-06-30 | 2022-10-25 | 柳州市智甲金属科技有限公司 | A building tie rod formwork system and its installation method |
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2022
- 2022-06-30 CN CN202221681157.1U patent/CN218952817U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115233986A (en) * | 2022-06-30 | 2022-10-25 | 柳州市智甲金属科技有限公司 | A building tie rod formwork system and its installation method |
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