TWM506174U - Blocking board component for sectional concreting of concrete - Google Patents

Description

Baffle assembly for segmental pouring of concrete

This creation is used for the baffle assembly of concrete sectioning to surround the surrounding retaining wall and inject concrete into it and wait for its initial setting.

Please refer to FIGS. 1A to 1H, which are schematic views of a conventional section casting process for concrete.

In the general concrete laying process, the total construction area of the concrete to be laid may be divided into several section areas due to the large area of the total construction area or design requirements, and the concrete is poured in stages.

In the process of section pouring concrete in each segment area, as shown in FIG. 1A, a plurality of wood boards 100 or wood boards 100 are used together with the surrounding wall surface (not shown) to surround the surrounding closed wall, and then as shown in FIG. 1B. As shown, the concrete 200 is poured therein and waits for its initial setting to harden. As shown in Fig. 1C, the concrete 200 is initially formed in a retaining wall surrounded by the wooden boards or wood boards and surrounding walls. Next, as shown in FIG. 1D, all of the boards 100 are separated from the concrete 200, and the side of the concrete 200 that is in contact with the board 100 is a flat surface. Then, as shown in FIG. 1E, the initial pre-drilled marks are marked at a position half the height on the side of the concrete 200 for drilling holes one by one on the side of the concrete 200 by the drilling tool 300 as shown in FIG. 1F. 220, and a glue is injected into each hole 220 (not shown). As shown in FIG. 1G, the force transmitting rod 230 is inserted into each of the holes 220 and exposed for a length, and waits for the adhesive to harden to fix the force transmitting rods 230 in the holes 220, as shown in FIG. 1H. Segmenting the segmented area Schematic diagram of the completion of concrete construction. Next, the concrete pouring project of the next section is performed, which repeats the steps of the above-mentioned FIGS. 1A to 1H, and the concrete 200 has one side of the force-transmitting rod 230 as one side of the retaining wall, that is, the next section The concrete system is adjacent to the concrete 200, and the exposed portions of the force transmission rods 230 are embedded in the next section of concrete, which is used to transfer the force of the concrete in which it is placed to the concrete of other segmented areas, and avoid concrete. Warped and deformed by pressure during the leveling process.

However, the above-mentioned conventional sectional casting process for concrete is required to wait for the concrete 200 to be initially set before disassembling the wooden board 100 forming the retaining wall, and mark the symbol 210 and the drilling hole 220 at appropriate positions on the concrete 200, and then one by one. Filling the hole 220 with the glue and inserting the force bar 230 requires a lot of time and labor. Moreover, while waiting for the initial setting of the concrete, the wood board may shrink due to moisture absorption, which may affect the level and shape of the surface after the concrete is formed. In addition, the wood board may increase the contact area with the concrete due to the rough surface and unevenness, resulting in the concrete being tightly coupled with the wood board without being easily disassembled, and easily causing the problem of the concrete falling apart when separating the wood board and the concrete.

One of the aims of the present invention is to solve the problem of the above-mentioned conventional time-consuming labor for the concrete sectioning of concrete, and to improve the conventional technique in which the use of wood as a retaining wall affects the shape of the concrete and causes a collapse or the like.

For the above purposes and other purposes, the present invention discloses a baffle assembly for segmental pouring of concrete, comprising a metal plate body, a plurality of mounting seats and a limiting device, the metal plate body having a relative And flattening one of the first surface and the second surface, the first surface is for blocking a concrete unit, and the second surface is formed with a protrusion; the mounting base is detachably disposed on the On the first surface, each of the mounting seats is configured to insert a force transmitting member; the limiting device is detachably coupled to the protruding portion to temporarily maintain the relative position of the metal plate body and the concrete unit.

In the above baffle assembly, the metal plate system comprises a first plate unit and a second plate unit, the first plate unit and the second plate unit having an L-shaped cross section, the first plate unit and the second plate unit The protruding portion is formed after the plate unit is assembled and assembled.

In the above baffle assembly, the first plate unit and the second plate unit respectively have corresponding screw holes for bolting and assembling.

In the above baffle assembly, the limiting device comprises a base, a support rod, a limiting member and a clamp, the support rod is disposed on the base, and the limiting member is movably disposed on the The protrusion is supported on the support rod and the clamp is used for clamping and fixing the protrusion and the limiting member.

In the above baffle assembly, the limiting device has a longitudinal adjuster and a lateral adjuster, the longitudinal adjuster includes a first sleeve, an adjusting screw and an extension rod, and the first sleeve can be Movingly sleeved on the support rod and locked to the support rod by the adjusting screw, the extension rod extends laterally from the side of the first sleeve, and the lateral adjuster comprises a second sleeve and An adjusting screw is movably sleeved on the extension rod and locked against the extension rod by the adjusting screw, and the limiting member is disposed on the second sleeve.

In the baffle assembly, the metal plate body has a plurality of loading and unloading holes, and each of the mounting bases has a fixing hole corresponding to each of the loading and unloading holes to combine the mounting seats with the metal plate body by screws. .

In the above baffle assembly, each of the mounting bases has a triangular groove, and the force transmitting member is a rectangular plate.

Therefore, the baffle assembly of the above-mentioned embodiment of the present invention can be pre-installed on the metal plate body for mounting the force transmitting member, and can be applied without reaching the construction site, thereby saving the site. It is necessary to wait for the concrete unit to be condensed before drilling and inserting the force transmitting parts one by one with the drilling machine. Moreover, the metal plate body of the baffle assembly does not shrink and deform due to water absorption, and can avoid damage caused by deformation of the metal plate body when the concrete unit is not initially formed, thereby avoiding affecting the initial setting of the baffle assembly in the concrete unit. The shape of the surface level. In addition, the metal plate system of the baffle assembly has a smooth surface and is relatively easy to separate from the hardened initial concrete unit, and can reduce the chance of disintegration caused by the force-removing baffle assembly.

1‧‧‧Baffle assembly

2‧‧‧Concrete unit

3‧‧‧transmitting parts

10‧‧‧Metal plate

11‧‧‧ first surface

12‧‧‧ second surface

13‧‧‧Protruding

14‧‧‧ loading and unloading holes

15‧‧‧ screws

16‧‧‧ first board unit

17‧‧‧ second board unit

18‧‧‧ screw holes

19‧‧‧ bolts

20‧‧‧ Mounting

21‧‧‧Fixed holes

22‧‧‧ triangular grooves

30‧‧‧Limiting device

31‧‧‧ Pedestal

32‧‧‧Support rod

33‧‧‧Limited parts

34‧‧‧Clamp

35‧‧‧Vertical adjuster

351‧‧‧First sleeve

352‧‧‧Adjustment screw

353‧‧‧Extension rod

36‧‧‧Horizontal adjuster

361‧‧‧Second sleeve

362‧‧‧Adjustment screw

100‧‧‧ plank

200‧‧‧ concrete

210‧‧‧ mark

220‧‧‧ hole

230‧‧‧Dust lever

300‧‧‧Drilling tools

[Figs. 1A to 1H] are schematic views of processes known in the art for segmental pouring of concrete.

2 is a schematic structural view of a baffle assembly of the present embodiment.

3 is a schematic structural view of another baffle assembly of the present embodiment.

4A to 4F are schematic views showing the process of the baffle assembly of the present embodiment for the concrete pouring of concrete.

Fig. 5 is a structural schematic view showing another embodiment of the metal plate body in the baffle assembly of the present embodiment.

In order to fully understand the purpose, features and effects of this creation, the following specific examples, together with the attached drawings, provide a detailed description of the creation, as explained below: The baffle assembly of the present embodiment is used in the concrete pouring construction of concrete. Specifically, in the concrete laying process, the total construction of the concrete to be laid may be due to the large area of the total construction area or the design requirement. The area is divided into several segmented areas, and the concrete is poured in stages. In the process of step-casting concrete in each segmented area, the concrete is first surrounded by the baffle assembly to surround the surrounding retaining wall. Fill it and wait for its initial setting.

Referring to FIG. 2 and FIG. 3, the baffle assembly 1 of the present embodiment includes a metal plate body 10, a plurality of mounting bases 20, and a limiting device 30. The metal plate body 10 has a relatively flat and first one. a surface 11 and a second surface 12 for blocking a concrete unit 2 (see FIGS. 4D-3F), the second surface 12 is formed with a protrusion 13; the mounting seat 20 Separably disposed on the first surface 11 , each of the mounting seats is configured to insert a force transmitting member 3 (see FIG. 4B ); the limiting device 30 is detachably coupled to the protruding portion 13 To temporarily maintain the relative position of the metal plate body 10 and the concrete unit 2, wait for the concrete unit 2 to be initially set and set, and at the same time, the mounting bases 20 are buried and fixed in the concrete unit 2.

In this embodiment, the limiting device 30 includes a base 31, a support rod 32, a limiting member 33 and a clamp 34. The support rod 32 is disposed on the base 31. The limiting member 33 The support member 32 is movably disposed on the support rod 32 and supports the protrusion portion 13 . The position limiting member 33 can be a plate body that can be moved relative to the base 31 to adjust the position. The positional portion 33 corresponds to the position of the protruding portion 13. The clamp 34 is used for clamping and fixing the protruding portion 13 and the limiting member 33. The clamping member 34 can be, but is not limited to, a clamp.

Further, the limiting device 30 can have a longitudinal adjuster 35 and a lateral adjuster 36. The longitudinal adjuster 35 includes a first sleeve 351, an adjusting screw 352 and an extension rod 353. A sleeve 351 is movably sleeved on the support rod 32 and locked by the adjusting screw 352 The extension rod 353 is laterally extended from the side of the first sleeve 351. The lateral adjuster 36 includes a second sleeve 361 and an adjusting screw 362. The second sleeve 361 is attached to the support rod 32. The limiting rod 33 is detachably disposed on the extension rod 353, and the limiting member 33 is disposed on the second sleeve 361. The limiting member is disposed on the second sleeve 361. The position of 33 can be adjusted by the longitudinal adjuster 35 and the lateral adjuster 36, so that the limiting member 33 abuts against the protruding portion 13.

Accordingly, the longitudinal adjuster 35 can be longitudinally moved on the support rod 32 by the first sleeve 351. When the height position of the limiting member 33 corresponds to the protruding portion 13, the adjustment is locked. The screw 352 is locked to the top of the support rod 32, thereby fixing the height position of the longitudinal adjuster 35 and the lateral adjuster 35 and the limiting member 33 thereon, and then the lateral adjuster 36 can be The second sleeve 361 is laterally moved on the extension rod 353. When the limiting member 33 can abut against the protruding portion 13, the adjusting screw 362 is locked to lock against the extension rod 353. The positioner 33 on the second sleeve 361 is further positioned.

In the embodiment, the metal plate body 10 has a plurality of loading and unloading holes 14 , and each of the mounting bases 20 has a fixing hole 21 corresponding to each of the loading and unloading holes 14 to connect the mounting bases with the screws 15 . The metal plate body 10 is coupled, and the mounting seats 20 are fixed to the first surface 11 of the metal plate body 10 at a fixed pitch.

The mounting seat 20 of the embodiment has a triangular groove 22, and the force transmitting member 3 is a rectangular plate, and each of the force transmitting members 3 is used for being inserted into the triangular groove of each of the mounting seats 20. 22 is exposed halfway out of the concrete unit 2. The parts of the force transmitting member 3 exposing the concrete unit 2 are to be embedded in the concrete unit of the next stage, and the force transmitting members 3 are used for transmitting the force of the concrete unit in which it is located to other concrete units, Avoid the warpage and deformation of the concrete unit due to pressure during the leveling process.

Please refer to FIG. 4A to FIG. 4F , which are schematic diagrams of the process of applying the baffle assembly 1 of the embodiment to the concrete section pouring project.

The length and height of the metal plate body 10 are determined according to the length, width and height of the concrete laid in the project, and the length of the metal plate body 10 is greater than or equal to the length or width of the corresponding concrete, and the metal plate body The height of 10 is roughly twice the height of the concrete.

As shown in FIG. 4A, the mounting bases 20 are pre-installed on the first surface 11 of the metal plate body 10. Each mounting base 20 is provided with two screws 15 from the second metal plate body. The loading and unloading holes 14 of the surface 12 are inserted into the fixing holes 21 of each of the mounting seats 20 to join the mounting bases 20 with the metal plate body 10. The position, number and distance between the mounts 20 depend on the length and height of the concrete unit being laid. The mounting bases 20 are arranged on the center line of the half height of the metal plate body 10, that is, the height positions of the mounting seats 20 correspond to a position where the concrete unit to be laid is half of the height of the bottom surface.

As shown in FIG. 4B, the small area to be poured into the concrete can be surrounded by one or more metal plates 10 pre-installed with the mounting seats 20, for the sake of explanation. In the drawings, only one baffle assembly is shown, but the surrounding closed retaining wall may be formed by a plurality of baffle assemblies or a wall surrounding the surrounding building or other structure.

As shown in FIG. 4C, by the detachable coupling of the limiting device 30 and the protruding portion, each of the metal plate bodies 10 can be temporarily maintained upright to maintain the surrounding wall surrounded by the surrounding walls.

As shown in Fig. 4D, concrete is poured into the retaining wall to form a concrete unit 2, and the first surface of each of the metal plates 10 blocks the concrete unit 2.

As shown in FIG. 4, after the concrete unit 2 is initially set and formed, the locking metal plate body 10 and the screw 15 of the mounting seat 20 are first removed, and the one or more metal plate bodies 10 are attached to the concrete unit 2. The separation is carried out and the mounts 20 are left in the concrete unit 2.

As shown in FIG. 4F, the force transmitting member 3 is inserted into each of the mounting seats 20 to complete the pouring work of the concrete unit 2.

Then, the pouring of the next section of the concrete unit is carried out, the steps of which are substantially the same as those of the above-mentioned FIGS. 4A to 3F, and the concrete unit 2 has one side of the force transmitting member 3 as one side of the retaining wall, that is, the next section of the concrete unit is in close proximity The concrete unit 2, one half of the force transmitting members 3 is buried in the next section of the concrete unit.

In the above embodiment, the metal plate body 10 is a steel plate, and the protruding portion 13 is integrally formed. However, the metal plate body 10' shown in FIG. 5 may include a first plate unit 16 and a second plate unit 17, and the first plate unit 16 and the second plate unit 17 have In the L-shaped cross section, the first plate unit 16 is assembled with the second plate unit 17 to form the protruding portion 13. The first plate unit 16 and the second plate unit 17 respectively have corresponding screw holes 18 for the bolts 19 to be fixed and assembled.

In summary, the baffle assembly of the present embodiment can be pre-installed on the metal plate body for mounting the force transmitting member, and can be applied without reaching the construction site, thereby saving the site. It is necessary to wait for the concrete unit to be condensed before drilling and inserting the force transmitting parts one by one with the drilling machine. Moreover, the metal plate body of the baffle assembly does not shrink and deform due to water absorption, and can avoid damage caused by deformation of the metal plate body when the concrete unit is not initially formed, thereby avoiding affecting the initial setting of the baffle assembly in the concrete unit. The shape of the surface level. In addition, the metal plate system of the baffle assembly has a smooth surface and is relatively easy to be separated from the hardened initial concrete unit, and can reduce the chance of disintegration when the baffle assembly is removed.

The present invention has been disclosed in the above preferred embodiments, and it should be understood by those skilled in the art that the present invention is only intended to depict the present invention and should not be construed as limiting the scope of the present invention. It should be noted that variations and permutations equivalent to those of the embodiments are intended to be included within the scope of the present invention. Therefore, the scope of protection of this creation is subject to the definition of the scope of patent application.

1‧‧‧Baffle assembly

10‧‧‧Metal plate

11‧‧‧ first surface

13‧‧‧Protruding

20‧‧‧ Mounting

21‧‧‧Fixed holes

30‧‧‧Limiting device

31‧‧‧ Pedestal

32‧‧‧Support rod

33‧‧‧Limited parts

34‧‧‧Clamp

35‧‧‧Vertical adjuster

351‧‧‧First sleeve

352‧‧‧Adjustment screw

353‧‧‧Extension rod

36‧‧‧Horizontal adjuster

361‧‧‧Second sleeve

362‧‧‧Adjustment screw

Claims (7)

A baffle assembly for segmental pouring of concrete, comprising: a metal plate body having opposite and flat one of a first surface and a second surface, the first surface being used to block a concrete unit, Forming a protrusion on the second surface; a plurality of mounting seats are detachably disposed on the first surface, each of the mounting seats for inserting a force transmitting member; and a limiting device Removably coupled with the projection to temporarily maintain the relative position of the metal plate body and the concrete unit. The baffle assembly of claim 1, wherein the metal plate system comprises a first plate unit and a second plate unit, the first plate unit and the second plate unit having an L-shaped cross section, the first The one plate unit is assembled with the second plate unit to form the protruding portion. The baffle assembly of claim 2, wherein the first plate unit and the second plate unit respectively have corresponding screw holes for bolting and assembly. The baffle assembly according to any one of claims 1 to 3, wherein the limiting device comprises a base, a support rod, a limiting member and a clamp, the support rod is disposed on the base The retaining member is movably disposed on the support rod and supports the protruding portion, and the clamp is used for clamping and fixing the protruding portion and the limiting member. The baffle assembly of claim 4, wherein the limiting device has a longitudinal adjuster and a lateral adjuster, the longitudinal adjuster comprising a first sleeve, an adjusting screw and an extension rod, The first sleeve is movably sleeved on the support rod and is locked to the support rod by the adjusting screw, and the extension rod is from the first sleeve side The lateral adjuster includes a second sleeve and an adjusting screw, and the second sleeve is movably sleeved on the extension rod and locked by the adjusting screw against the extension rod. The limiting member is disposed on the second sleeve. The baffle assembly of claim 5, wherein the metal plate body has a plurality of loading and unloading holes, and each of the mounting bases has a fixing hole corresponding to each of the loading and unloading holes, so as to be installed by screws The seat is combined with the metal plate body. The baffle assembly of claim 6, wherein each of the mounting bases has a triangular groove, and the force transmitting member is a rectangular plate.