CN216766753U - A concrete wall pours template for construction - Google Patents

A concrete wall pours template for construction Download PDF

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Publication number
CN216766753U
CN216766753U CN202123205086.6U CN202123205086U CN216766753U CN 216766753 U CN216766753 U CN 216766753U CN 202123205086 U CN202123205086 U CN 202123205086U CN 216766753 U CN216766753 U CN 216766753U
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template body
template
concrete wall
groove
seat
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CN202123205086.6U
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Chinese (zh)
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丁振刚
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Wuhan Municipal Environmental Engineering Construction Co ltd
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Wuhan Municipal Environmental Engineering Construction Co ltd
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Abstract

The utility model relates to the technical field of concrete wall pouring templates, in particular to a concrete wall pouring template for construction, which comprises the following technical scheme: the template comprises a disassembly groove and a second template body, wherein a groove pressing seat is fixedly welded on the front surface of the second template body in a rectangular array mode, a through hole is formed in the groove pressing seat, a first template body is movably inserted into the front surface of the second template body in an inserting mode, mounting holes are formed in the front surface of the first template body in a rectangular array mode, the two sides of the first template body are respectively provided with the disassembly groove, and the size of the first template body is matched with that of the second template body. The utility model solves the problem that water is easy to enter the joint after the metal piece is cut off.

Description

A concrete wall pours template for construction
Technical Field
The utility model relates to the technical field of concrete wall pouring templates, in particular to a concrete wall pouring template for construction.
Background
Concrete walls are also known as shear walls, wind-resistant walls, seismic walls or structural walls. The wall body mainly bears horizontal load and vertical load caused by wind load or earthquake action in the house or the structure, and the structure is prevented from being sheared and damaged. In order to improve the structural strength of the shear wall, the shear wall is generally constructed by using a reinforced concrete pouring mode, during pouring, bundled reinforcing steel bars are arranged between wall body pouring templates at two sides of a pouring mold, and concrete is poured between the wall body pouring templates
A large number of searches find that: chinese utility model patent: the utility model discloses a sliding-adjustable concrete pouring mold, which comprises a pouring mold, an upper floor slab, a lower floor slab and two parallel building inner walls, wherein the pouring mold comprises two wall pouring templates arranged in parallel, a pouring opening is formed in each wall pouring template, and the wall pouring templates are perpendicular to the upper floor slab and the lower floor slab; the upper end and the lower end of the wall pouring template are respectively provided with an end plate perpendicular to the wall pouring template, the end plate at the upper end of the wall pouring template is attached to the surface of an upper floor, and the end plate at the lower end of the wall pouring template is attached to the surface of a lower floor; a plurality of template sliding support assemblies are arranged between the two end plates. The utility model has the advantages that the defects in the prior art can be overcome, and the structural design is reasonable and novel.
When the template is installed, the reinforcing steel bars or the screw rods for positioning need to penetrate out of the template, and the reinforcing steel bars or the screw rods for positioning need to be fixed by using the fixing pieces, thereby ensuring the thickness and the verticality of the wall body, cutting off the reinforcing steel bars or the screws for positioning after the form removal, keeping the reinforcing steel bars or the screws in the wall body, and performing waterproof treatment at joints, thereby avoiding the contact between the metal structure and the outer wall environment and further the occurrence of corrosion and water seepage, however, because the broken end of the metal structure remained in the wall body is on the same plane with the wall body or exceeds the wall body, the bulge is easy to appear during the waterproof treatment, the painting thickness is increased during the later painting of the wall body, and the stability and waterproof performance of the protruding structure are poor, so a concrete wall pouring template for construction is needed to solve the problems.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a concrete wall pouring template for construction, which has the advantage of improving the waterproof performance of a wall and solves the problem that water easily enters a joint after a metal part is cut off.
In order to achieve the purpose, the utility model provides the following technical scheme: the utility model provides a concrete wall pours template for construction, includes dismantling groove and second template body, the second template body front face is the fixed welding of rectangular array and presses the grooved seat, be equipped with the perforating hole in the grooved seat, the activity cartridge of second template body front face has first template body, the first template body front face is the rectangular array and has seted up the mounting hole.
Preferably, the back of the second template body is a rectangular array and is provided with preformed holes, the positions of the preformed holes are matched with the installation position of the pressure groove seat, and the aperture of the preformed holes is matched with the aperture of the through holes in the pressure groove seat. Through setting up the preformed hole to make preformed hole position and indent seat position phase-match, simultaneously, preformed hole aperture also is convenient for to be used for the reinforcing bar or the screw rod of location to pass with the perforating hole aperture in the indent seat.
Preferably, the height of the indent seat is twice the thickness of the first template body, and the outer diameter of the indent seat is matched with the inner diameter of the mounting hole. Through setting up the high twice that is first template body thickness of indent seat to after the indent seat inserted first template body, the indent seat can be followed first template body and passed from the one end of second template body, and stretch into in the wall structure, thereby appears the recess on the wall body after making the shaping.
Preferably, the two sides of the first template body are respectively provided with a dismounting groove, and the size of the first template body is matched with that of the second template body. Through set up the dismantlement groove on first template body to conveniently separate first template body and second template body.
Preferably, the number of the mounting holes is the same as that of the pressure groove seats, and the mounting holes are arranged at positions matched with the mounting positions of the pressure groove seats and movably inserted. Through setting up the indent seat and the mounting hole that quantity is the same, can guarantee the compactness of first template body and second template body when connecting to make the roughness on wall body surface obtain promoting when carrying out the construction.
Preferably, the disassembly groove is designed to be of a rectangular structure, and the depth of the disassembly groove is half of the thickness of the first template body. Thickness through to the groove of dismantling is injectd, and then can guarantee that the bulk strength of first template body also can provide operating space when first template body is dismantled with the second template body to the convenience carries out the split operation to first template body and second template body.
Compared with the prior art, the utility model has the following beneficial effects:
according to the utility model, the second template body is arranged, the groove pressing seat is arranged on the second template body, the first template body and the first template body are assembled through the groove pressing seat, one surface of the first template, which is far away from the second template body, is contacted with the wall body to be cast during construction, so that one end, protruding out of the groove pressing seat and protruding out of the first template body, of the first template body extends into the wall body to be cast, and a reinforcing steel bar or a screw for positioning penetrates through a through hole in the groove pressing seat.
Drawings
FIG. 1 is a schematic front view of the present invention;
FIG. 2 is a schematic rear perspective view of the present invention;
FIG. 3 is a schematic front perspective view of a first form body according to the present invention;
FIG. 4 is a rear perspective view of the first form body of the present invention;
FIG. 5 is a schematic top view of a cross-sectional structure of the present invention.
In the figure: 1. a first template body; 2. disassembling the groove; 3. a second template body; 4. a groove pressing seat; 5. reserving a hole; 6. and (7) mounting holes.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", "front", "rear", "both ends", "one end", "the other end", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplicity of description, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first" and "second" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it should be noted that, unless explicitly stated or limited otherwise, the terms "mounted," "disposed," "connected," and the like are to be construed broadly, such as "connected," which may be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Example one
Referring to fig. 1 to 5, an embodiment of the present invention includes: the utility model provides a template is pour to concrete wall for construction, includes second template body 3, and second template body 3 openly is rectangle array fixed weld and has pressed groove seat 4, is equipped with the perforating hole in the pressure groove seat 4, and 3 backs of second template body are the rectangle array and have seted up preformed hole 5, and preformed hole 5 sets up position and 4 mounted position phase-matchs of pressure groove seat, and the perforating hole aperture phase-match in 5 apertures of preformed hole and the pressure groove seat 4. Through setting up preformed hole 5 to make 5 positions in preformed hole and 4 position phase-matchs of indent seat, simultaneously, the same reinforcing bar or the screw rod that are used for the location of also being convenient for in 5 apertures in preformed hole and the indent seat 4 aperture of preformed hole pass. The front surface of the second template body 3 is movably inserted with the first template body 1, and the front surface of the first template body 1 is provided with mounting holes 6 in a rectangular array. The height of the indent seat 4 is twice the thickness of the first template body 1, and the outer diameter of the indent seat 4 is matched with the inner diameter of the mounting hole 6. Through setting up the twice of indent seat 4 height for 1 thickness of first template body to after indent seat 4 inserted first template body 1, indent seat 4 deviates from the one end of second template body 3 and can pass from first template body 1, and stretch into in the wall structure, thereby the recess appears on the wall body after making the shaping. The number of the mounting holes 6 is the same as that of the pressure groove seats 4, and the mounting holes 6 are arranged at positions matched with the mounting positions of the pressure groove seats 4 and movably inserted. Through setting up the indent seat 4 and the mounting hole 6 that the quantity is the same, can guarantee the compactness of first template body 1 and second template body 3 when connecting to make the roughness on wall body surface obtain promoting when carrying out the construction. Set up second template body 3 and install indent seat 4 on second template body 3, and lead to indent seat 4 and accomplish first template body 1 and first template body and assemble, and deviate from the one side of second template body 3 and wait to water and build the wall body contact when the construction with first template, thereby make indent seat 4 protrusion and the one end of first template body 1 stretch into to wait to water and build in the wall body, and the perforating hole that is arranged in the reinforcing bar or the screw rod of location from indent seat 4 passes, this moment pouring is accomplished and is demolished the back, can leave the recess in metalwork and wall body surface junction, when carrying out water repellent, through filling back the material in the recess intussuseption shaping wall body can carry out water repellent, reached and conveniently carried out water repellent and improved the effect of wall body waterproof performance.
Example two
Referring to fig. 1 to 5, an embodiment of the present invention includes: the utility model provides a template is pour to concrete wall for construction, compares in embodiment one, and this embodiment still includes first template body 1, dismantlement groove 2 and second template body 3, and dismantlement groove 2 has been seted up respectively to 1 both sides of first template body, and 1 size of first template body and 3 size phase-matchs of second template body. The first formwork body 1 and the second formwork body 3 are conveniently separated by arranging the dismounting groove 2 on the first formwork body 1. The disassembly groove 2 is designed to be of a rectangular structure, and the depth of the disassembly groove 2 is one half of the thickness of the first template body 1. Through prescribing a limit to the thickness of dismantling groove 2, and then can guarantee that the bulk strength of first template body 1 also can provide operating space when first template body 1 is dismantled with second template body 3 to the convenience carries out the split operation to first template body 1 and second template body 3.
The working principle is as follows: when the concrete pouring formwork is used, the first formwork body 1 and the second formwork body 3 are spliced through the pressing groove seat 4, the positioning screw rod clamps a wall body to be poured after the positioning steel bars pass through the pressing groove seat 4, the positioning steel bars or the positioning screw rods clamp and fix the wall body to be poured through the positioning steel bars or the positioning screw rods, after the pouring is completed, the second formwork body 3 can be detached in the initial setting stage of concrete, so that grooves are reserved on the wall body, the pressing groove seat 4 is prevented from being difficult to take out after the concrete is completely solidified, after the concrete meets the formwork detaching condition, the first formwork body 1 is detached, one end, extending out of the wall body, of the positioning steel bars or the positioning screw rods is cut off, and waterproof treatment is carried out in the formed grooves.
It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.

Claims (6)

1. The utility model provides a template is pour to concrete wall for construction, includes disassembly groove (2) and second template body (3), its characterized in that: the front face of the second template body (3) is in a rectangular array and is fixedly welded with the pressure groove seats (4), through holes are formed in the pressure groove seats (4), the front face of the second template body (3) is movably inserted with the first template body (1), and the front face of the first template body (1) is in a rectangular array and is provided with mounting holes (6).
2. A concrete wall casting form for construction according to claim 1, wherein: the back of the second template body (3) is in a rectangular array and is provided with preformed holes (5), the preformed holes (5) are arranged to be matched with the installation position of the pressure groove seat (4), and the aperture of the preformed holes (5) is matched with the aperture of through holes in the pressure groove seat (4).
3. A concrete wall casting form for construction according to claim 1, wherein: the height of the pressure groove seat (4) is twice of the thickness of the first template body (1), and the outer diameter of the pressure groove seat (4) is matched with the inner diameter of the mounting hole (6).
4. A concrete wall casting form for construction according to claim 1, wherein: the two sides of the first template body (1) are respectively provided with a dismounting groove (2), and the size of the first template body (1) is matched with that of the second template body (3).
5. A concrete wall casting form for construction according to claim 1, wherein: the number of the mounting holes (6) is the same as that of the pressure groove seats (4), and the mounting holes (6) are arranged at positions matched with the mounting positions of the pressure groove seats (4) and movably inserted.
6. The concrete wall casting formwork for construction according to claim 1, wherein: the disassembly groove (2) is designed to be of a rectangular structure, and the depth of the disassembly groove (2) is one half of the thickness of the first template body (1).
CN202123205086.6U 2021-12-15 2021-12-15 A concrete wall pours template for construction Active CN216766753U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202123205086.6U CN216766753U (en) 2021-12-15 2021-12-15 A concrete wall pours template for construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202123205086.6U CN216766753U (en) 2021-12-15 2021-12-15 A concrete wall pours template for construction

Publications (1)

Publication Number Publication Date
CN216766753U true CN216766753U (en) 2022-06-17

Family

ID=81967019

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202123205086.6U Active CN216766753U (en) 2021-12-15 2021-12-15 A concrete wall pours template for construction

Country Status (1)

Country Link
CN (1) CN216766753U (en)

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