CN113944319A - Novel shaping combined template for wall column and construction method thereof - Google Patents
Novel shaping combined template for wall column and construction method thereof Download PDFInfo
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- CN113944319A CN113944319A CN202111152432.0A CN202111152432A CN113944319A CN 113944319 A CN113944319 A CN 113944319A CN 202111152432 A CN202111152432 A CN 202111152432A CN 113944319 A CN113944319 A CN 113944319A
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- templates
- fixing frame
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- 238000007493 shaping process Methods 0.000 title claims abstract description 34
- 238000010276 construction Methods 0.000 title claims abstract description 16
- 238000004513 sizing Methods 0.000 claims abstract description 66
- 238000004026 adhesive bonding Methods 0.000 claims abstract description 31
- 239000002023 wood Substances 0.000 claims description 12
- 238000009434 installation Methods 0.000 claims description 11
- 230000000149 penetrating effect Effects 0.000 claims description 8
- 238000004519 manufacturing process Methods 0.000 claims description 6
- 239000002131 composite material Substances 0.000 claims description 4
- 230000002787 reinforcement Effects 0.000 claims description 3
- 238000000034 method Methods 0.000 claims 2
- 238000009416 shuttering Methods 0.000 claims 2
- 239000011120 plywood Substances 0.000 description 8
- 238000005266 casting Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000009751 slip forming Methods 0.000 description 2
- 101100334009 Caenorhabditis elegans rib-2 gene Proteins 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
- E04G11/12—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements and beams which are mounted during erection of the shuttering to brace or couple the elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/02—Connecting or fastening means for non-metallic forming or stiffening elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G9/04—Forming boards or similar elements the form surface being of wood
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G2009/028—Forming boards or similar elements with reinforcing ribs on the underside
Abstract
The invention discloses a novel shaped combined template of a wall column, which comprises two shaped templates, wherein the two shaped templates are parallel to each other and are separated by a certain distance to form a pouring space for pouring concrete, the shaped templates comprise a gluing panel, two transverse ribs and two vertical ribs, the two transverse ribs are respectively and transversely arranged at the upper end and the lower end of the gluing panel, the two transverse ribs are parallel to each other, the vertical ribs are vertically arranged between the two transverse ribs and are abutted against the two transverse ribs, and the vertical ribs and the gluing panel are integrally formed and fixed; and the wall-penetrating screw rod sequentially penetrates through the gluing panels of the two sizing templates so as to fixedly connect the two sizing templates. The novel shaping combined template has simple structure and convenient construction, not only has the function of supporting and shaping, but also endows the building with various decorative functions.
Description
Technical Field
The invention relates to the field of wall column combined templates. More particularly, the present invention relates to a novel shaped composite form for a wall column and a construction method thereof.
Background
Most of traditional template engineering belong to and support pouring structure, form removal after concrete placement shaping, and the whole functions of building are undertaken by the concrete of pouring, and the template only plays the support function, can't play decorative effect, and later stage decorative effect still needs extra construction, has increased construction cost.
Disclosure of Invention
To achieve these objects and other advantages and in accordance with the purpose of the invention, as embodied and broadly described herein, a novel modular wall form includes two modular wall forms, which are parallel to each other and spaced apart from each other to form a casting space for casting concrete,
the sizing template comprises a gluing panel, two transverse ribs and two vertical ribs, wherein the two transverse ribs are respectively and transversely arranged at the upper end and the lower end of the gluing panel and are parallel to each other, the vertical ribs are vertically arranged between the two transverse ribs and are abutted against the two transverse ribs, and the vertical ribs and the gluing panel are integrally formed and fixed;
the wall-penetrating screw rod sequentially penetrates through the gluing panels of the two sizing templates so as to fixedly connect the two sizing templates;
the surfaces of the gluing panels of the two sizing templates, which deviate from each other, are respectively provided with a decorative layer.
In another embodiment of the present invention, the fixing device further comprises a sponge strip, and the sponge strip is adhered to the lower end of each of the fixing templates.
In another embodiment of the present invention, the fixing device further comprises square wood bases, and one of the square wood bases is correspondingly arranged at the lower end of each of the sizing templates and is arranged below the corresponding sponge strip.
In another embodiment of the invention, the shear wall further comprises a triangular fixing frame which is arranged outside the top end of the lower layer shear wall body, the plane side of the triangular fixing frame 7 is tightly attached below the sponge strip on the corresponding side, and the plane side of the triangular fixing frame is kept horizontal.
In another embodiment of the present invention, the lower transverse rib is in the form of a panel, which is rotatably hinged to the plywood panel 1, and the included angle between the two is variable along with the relative rotation of the two,
one end of the sliding rod is detachably and movably connected to one of the vertical ribs, and one end of the sliding rod can move along the length direction of the vertical rib.
One embodiment of the invention provides a construction method of a novel wall column sizing combined template, which comprises the following steps:
step S1, manufacturing a shaping template;
determining the size of the sizing template according to the construction condition, and manufacturing the sizing template;
step S2, assembling and installing a shaping template;
step S2-1, mounting square wood base
Determining the planned installation position of the shaping template, sticking a sponge strip at the lower end of the shaping template, and placing a square wood base on the sponge strip for leveling;
step S2-2, mounting of outer wall tripod
Arranging a triangular fixing frame outside the top end of the lower-layer shear wall body, connecting the triangular fixing frame in a wall-through screw hole on the lower-layer shear wall body through a wall-through screw, rotating the triangular fixing frame by taking the wall-through screw as a circle center, and screwing the wall-through screw by using an outer nut after the triangular fixing frame is rotated until the triangular fixing frame is horizontal, so that the triangular fixing frame is fixed on the lower-layer shear wall body; the plane side of the triangular fixing frame is tightly attached to the sponge strip;
step S2-3, assembling and installing the shaping template
Respectively arranging two sizing templates on two sides of a lower-layer shear wall, wherein one sizing template is positioned above the triangular fixing frame; the other shaping template is positioned at the top end of the lower layer shear wall body,
the wall penetrating screw rod sequentially penetrates through the glued panels of the two sizing templates to fixedly connect the two sizing templates, the glued panels of the two sizing templates are separated by a certain distance to form a pouring space, the sizing templates are positioned above the sponge strips, and the lower ends of the sizing templates are in contact with the sponge strips;
step S3, keel reinforcement installation
Continuously installing keels outside the shaping templates positioned on the outer side of the lower-layer shear wall;
step S4, adjusting verticality of the shaping template
Step S5, pouring concrete
And pouring concrete into the pouring space between the glued panels of the two sizing templates.
In another embodiment of the present invention, in the step S2-3, before two form templates are respectively arranged on two sides of the lower shear wall, the following operations are performed on each form template: vertically fixing a plurality of main ridges on a plurality of vertical ribs of the shaping template, wherein every two adjacent main ridges are separated by a certain distance to form an installation space;
and the wall-through screw penetrates out of the gluing panel and then penetrates out of the mounting space between two adjacent main ridges.
Another embodiment of the present invention provides a construction method of a novel shaped composite form for a wall column, in step S2-3, a wall bushing is sleeved on the outer portion of a portion where the wall screw penetrates between the plywood panels of two shaped forms;
and the two ends of the part, between the gluing panels of the two sizing templates, of the wall-penetrating screw rod are respectively provided with an expanding head nut, bolt holes are formed in the lower-layer shear wall body for the wall-penetrating screw rod to penetrate through, and the two ends of the expanding head nuts cover the bolt holes and abut against the gluing panels.
In another embodiment of the present invention, the plane side of the triangular fixing frame, which is close to the sponge strip, extends outwards to connect with the slide bar.
In another embodiment of the present invention, the adjusting of the verticality of the sizing template in step S4 is specifically that the other end of the sliding rod is connected to the sliding bar, the other end of the sliding rod can move along the sliding bar, a plurality of limiting holes are continuously formed in the sliding bar, and when the other end of the sliding rod moves to a preset position along the sliding bar, a limiting mechanism is inserted into a corresponding limiting block to temporarily lock the sliding rod.
The invention at least comprises the following beneficial effects: the novel shaping combined template has simple structure and convenient construction, not only has the function of supporting and shaping, but also endows the building with various decorative functions.
Additional advantages, objects, and features of the invention will be set forth in part in the description which follows and in part will become apparent to those having ordinary skill in the art upon examination of the following or may be learned from practice of the invention.
Drawings
Fig. 1 is a schematic structural view of the novel wall column sizing combination template of the invention.
FIG. 2 is a schematic structural diagram of the novel template of the present invention.
Fig. 3 is a schematic view of the connection between the novel form and the main ridge of the present invention.
Fig. 4 is a schematic sectional view showing the installation of the novel shaped composite form for wall studs according to the present invention.
Fig. 5 is a schematic diagram of the verticality adjustment of the sizing template in the invention.
Detailed Description
The present invention is further described in detail below with reference to the attached drawings so that those skilled in the art can implement the invention by referring to the description text.
The following description is presented to disclose the invention so as to enable any person skilled in the art to practice the invention. The preferred embodiments in the following description are given by way of example only, and other obvious variations will occur to those skilled in the art. The basic principles of the invention, as defined in the following description, may be applied to other embodiments, variations, modifications, equivalents, and other technical solutions without departing from the spirit and scope of the invention.
It will be understood by those skilled in the art that in the present disclosure, the terms "longitudinal," "lateral," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used in an orientation or positional relationship indicated in the drawings for ease of description and simplicity of description, and do not indicate or imply that the referenced devices or components must be constructed and operated in a particular orientation and thus are not to be considered limiting.
It is understood that the terms "a" and "an" should be interpreted as meaning that a number of one element or element is one in one embodiment, while a number of other elements is one in another embodiment, and the terms "a" and "an" should not be interpreted as limiting the number.
As shown in fig. 1 to 5, a preferred embodiment of the present invention provides a novel modular wall form, which comprises two modular wall forms, which are parallel to each other and spaced apart from each other to form a casting space for casting concrete,
the sizing template comprises a gluing panel 1, two transverse ribs 2 and a plurality of vertical ribs 3, wherein the two transverse ribs 2 are respectively and transversely arranged at the upper end and the lower end of the gluing panel 1, the two transverse ribs 2 are parallel to each other, the vertical ribs 3 are vertically arranged between the two transverse ribs 2 and abut against the two transverse ribs 2, and the vertical ribs 3 and the gluing panel 1 are integrally formed and fixed;
the wall-through screws 10 sequentially pass through the plywood panel 1 of two of the sizing templates to fixedly connect the two sizing templates. The veneer panel 1 of two typical forms deviates from each other the one side is provided with the decorative layer respectively, and in the work progress like this, the decorative layer in the template also can play fine decorative effect.
Further include sponge strip 5, every sponge strip 5 is all pasted to the lower extreme of design template, can play fine leak protection thick liquid effect.
The sponge strip fixing device further comprises square wood bases 6, wherein one square wood base 6 is correspondingly arranged at the lower end of each shaping template and is arranged below the corresponding sponge strip 5.
The steel plate shear wall further comprises a triangular fixing frame, the triangular fixing frame is arranged outside the top end of the lower layer of shear wall body, the plane side of the triangular fixing frame 7 is tightly attached to the position below the sponge strip 5 on the corresponding side, the plane side of the triangular fixing frame is kept horizontal, and the triangular fixing frame plays a main supporting role for the template.
The transverse rib below is in a panel shape and is in rotatable hinged connection with the gluing panel 1, an included angle between the transverse rib and the gluing panel is changeable along with relative rotation of the transverse rib and the gluing panel, one end of the sliding rod 14 is movably connected to one of the vertical ribs 3, and one end of the sliding rod 14 can move along the length direction of the vertical rib 3. Through adjusting the horizontal rib 2 with the straightness problem of hanging down of typical forms just can be realized adjusting the straightness problem of hanging down of plywood 1, specifically can, adjust the support angle of slide bar 14 to adjust the straightness that hangs down of plywood 1 specifically can set up the straightness detector that hangs down on plywood 1, according to the data that its detected for the standard.
A construction method of a novel shaped combined template of a wall column comprises the following steps:
step S1, manufacturing a shaping template;
determining the size of the sizing template according to the construction condition, and manufacturing the sizing template;
step S2, assembling and installing a shaping template;
step S2-1, mounting square wood base
Determining the planned installation position of the shaping template, sticking a sponge strip 5 at the lower end of the shaping template, and placing a square wood base 6 on the sponge strip 5 for leveling;
step S2-2, mounting of outer wall tripod
Arranging a triangular fixing frame 7 outside the top end of the lower-layer shear wall body 9, connecting the triangular fixing frame 7 to a wall-penetrating screw hole on the lower-layer shear wall body 9 through a wall-penetrating screw 8, rotating the triangular fixing frame 7 by taking the wall-penetrating screw as a circle center until the triangular fixing frame is horizontal, and screwing the wall-penetrating screw by using an outer nut to fix the triangular fixing frame 7 on the lower-layer shear wall body 9; the plane side of the triangular fixing frame 7 is tightly attached to the sponge strip 5;
step S2-3, assembling and installing the shaping template
Arranging two sizing templates on two sides of the lower-layer shear wall respectively, wherein one sizing template is positioned above the triangular fixing frame 7; the other shaping template is positioned at the top end of the lower shear wall body 9;
the wall-penetrating screw rod 10 sequentially penetrates through the gluing panels 1 of the two sizing templates to fixedly connect the two sizing templates, the gluing panels 1 of the two sizing templates are separated by a certain distance to form a pouring space, the sizing templates are positioned above the sponge strips 5, and the lower ends of the sizing templates are in contact with the sponge strips 5;
step S3, keel reinforcement installation
Installing keels outside the shaping templates positioned on the outer side of the lower-layer shear wall;
step S4, adjusting verticality of the shaping template
Step S5, pouring concrete
And pouring concrete into the pouring space between the plywood panels 1 of the two sizing formworks.
In step S2-3, before two sizing templates are respectively arranged on two sides of the lower shear wall, each sizing template is subjected to the following operations: vertically fixing a plurality of main ridges 8 on a plurality of vertical ribs 3 of the sizing template, wherein two adjacent main ridges 8 are separated by a certain distance to form an installation space;
and after penetrating out of the gluing panel 1, the wall penetrating screw 10 penetrates out of the installation space between two adjacent main ridges 8, and then is locked and fixed by a reinforcing lockset 13.
Wherein, the wall-through screw 10 is arranged between the gluing panels 1 of the two sizing templates in a penetrating way, and a wall-through sleeve 11 is sleeved outside the part; the part of the through-wall screw 10, which is positioned outside the plywood panel 1 of the outside sizing form, is provided with a fastening head 13.
The wall-penetrating screw 10 penetrates through two ends of the part in the lower-layer shear wall body, and expansion head nuts 12 are further arranged at two ends of the part, penetrating through the lower-layer shear wall body, of the wall-penetrating screw 10 respectively, bolt holes are formed in the lower-layer shear wall body 9, the wall-penetrating screw 10 penetrates through the bolt holes, and the bolt holes are covered at two ends of the expansion head nuts 12, so that slurry leakage between the bolt holes and the wall-penetrating screw 10 can be prevented.
The plane side of the triangular fixing frame 7 clinging to the sponge strip extends outwards to be connected with a sliding strip 15.
The verticality adjustment of the sizing template in the step S4 is specifically to connect the other end of the sliding rod 14 to the sliding strip 15, and the other end of the sliding rod can move along the sliding strip 15, and a plurality of limiting holes are continuously formed in the sliding strip 15, when the other end of the sliding rod 14 moves to a preset position along the sliding strip 15, a limiting mechanism is inserted into a corresponding limiting block, and the sliding rod 14 is temporarily locked, so that the verticality adjustment of the template can be conveniently and quickly realized.
The length of the wall penetrating screw is adjustable so as to meet the requirements of concrete walls with different thicknesses.
While embodiments of the invention have been described above, it is not limited to the applications set forth in the description and the embodiments, which are fully applicable in various fields of endeavor to which the invention pertains, and further modifications may readily be made by those skilled in the art, it being understood that the invention is not limited to the details shown and described herein without departing from the general concept defined by the appended claims and their equivalents.
Claims (10)
1. A novel shaped combined template for a wall column is characterized by comprising two shaped templates which are parallel to each other and separated by a certain distance to form a pouring space for pouring concrete,
the sizing template comprises a gluing panel, two transverse ribs and two vertical ribs, wherein the two transverse ribs are respectively and transversely arranged at the upper end and the lower end of the gluing panel and are parallel to each other, the vertical ribs are vertically arranged between the two transverse ribs and are abutted against the two transverse ribs, and the vertical ribs and the gluing panel are integrally formed and fixed;
the wall-penetrating screw rod sequentially penetrates through the gluing panels of the two sizing templates so as to fixedly connect the two sizing templates, and the surfaces, which deviate from each other, of the gluing panels of the two sizing templates are respectively provided with a decorative layer.
2. The novel sizing combination template for the wall column as claimed in claim 1, further comprising a sponge strip, wherein the sponge strip is adhered to the lower end of each sizing template.
3. The novel wall column sizing combination template as claimed in claim 2, further comprising square wood bases, wherein one square wood base is correspondingly arranged at the lower end of each sizing template and is arranged below the corresponding sponge strip.
4. The novel wall column sizing combination template as claimed in claim 3, further comprising a triangular fixing frame which is arranged outside the top end of the lower layer shear wall body, wherein the plane side of the triangular fixing frame 7 is tightly attached below the sponge strip on the corresponding side, and the plane side of the triangular fixing frame is kept horizontal.
5. A novel wall column sizing combination template as claimed in claim 4, wherein the transverse rib at the lower part is in a panel shape and is in rotatable hinged connection with the veneer panel 1, the included angle between the two is variable along with the relative rotation of the two,
one end of the sliding rod is detachably and movably connected to one of the vertical ribs, and one end of the sliding rod can move along the length direction of the vertical rib.
6. The construction method of the novel wall column sizing combination template as claimed in any one of claims 1 to 5, characterized by comprising the following steps:
step S1, manufacturing a shaping template;
determining the size of the sizing template according to the construction condition, and manufacturing the sizing template;
step S2, assembling and installing a shaping template;
step S2-1, mounting square wood base
Determining the planned installation position of the shaping template, sticking a sponge strip at the lower end of the shaping template, and placing a square wood base on the sponge strip for leveling;
step S2-2, mounting of outer wall tripod
Arranging a triangular fixing frame outside the top end of the lower-layer shear wall body, connecting the triangular fixing frame in a wall-through screw hole on the lower-layer shear wall body through a wall-through screw, rotating the triangular fixing frame by taking the wall-through screw as a circle center, and screwing the wall-through screw by using an outer nut after the triangular fixing frame is rotated until the triangular fixing frame is horizontal, so that the triangular fixing frame is fixed on the lower-layer shear wall body; the plane side of the triangular fixing frame is tightly attached to the sponge strip;
step S2-3, assembling and installing the shaping template
Respectively arranging two sizing templates on two sides of a lower-layer shear wall, wherein one sizing template is positioned above the triangular fixing frame; the other shaping template is positioned at the top end of the lower layer shear wall body,
the wall penetrating screw rod sequentially penetrates through the glued panels of the two sizing templates to fixedly connect the two sizing templates, the glued panels of the two sizing templates are separated by a certain distance to form a pouring space, the sizing templates are positioned above the sponge strips, and the lower ends of the sizing templates are in contact with the sponge strips;
step S3, keel reinforcement installation
Continuously installing keels outside the shaping templates positioned on the outer side of the lower-layer shear wall;
step S4, adjusting verticality of the shaping template
Step S5, pouring concrete
And pouring concrete into the pouring space between the glued panels of the two sizing templates.
7. The method for constructing a novel modular wall column form as claimed in claim 6, wherein in step S2-3, before two modular wall forms are respectively arranged on both sides of the lower shear wall, each modular wall form is subjected to the following operations: vertically fixing a plurality of main ridges on a plurality of vertical ribs of the shaping template, wherein every two adjacent main ridges are separated by a certain distance to form an installation space;
and the wall-through screw penetrates out of the gluing panel and then penetrates out of the mounting space between two adjacent main ridges.
8. The construction method of the novel wall column sizing combination template according to claim 6, wherein in the step S2-3, a wall bushing is sleeved outside the part of the wall penetrating screw rod, which is arranged between the gluing panels of the two sizing templates;
and the two ends of the part, between the gluing panels of the two sizing templates, of the wall-penetrating screw rod are respectively provided with an expanding head nut, bolt holes are formed in the lower-layer shear wall body for the wall-penetrating screw rod to penetrate through, and the two ends of the expanding head nuts cover the bolt holes and abut against the gluing panels.
9. The construction method of the novel wall column sizing combination template as claimed in claim 6, wherein the plane side of the triangular fixing frame, which is tightly attached to the sponge strip, extends outwards to connect with the slide bar.
10. The method for constructing a novel wall-post shaped composite shuttering according to claim 9, wherein in step S4, the verticality of the shaped shuttering is adjusted by connecting the other end of the sliding rod to the slide bar, the other end of the sliding rod can move along the slide bar, and the slide bar is continuously provided with a plurality of limiting holes, and when the other end of the sliding rod moves to a preset position along the slide bar, a limiting mechanism is inserted into the corresponding limiting block to temporarily lock the sliding rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111152432.0A CN113944319A (en) | 2021-09-29 | 2021-09-29 | Novel shaping combined template for wall column and construction method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111152432.0A CN113944319A (en) | 2021-09-29 | 2021-09-29 | Novel shaping combined template for wall column and construction method thereof |
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| CN113944319A true CN113944319A (en) | 2022-01-18 |
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| CN202111152432.0A Pending CN113944319A (en) | 2021-09-29 | 2021-09-29 | Novel shaping combined template for wall column and construction method thereof |
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Application publication date: 20220118 |