CN111424856A - Wall body supporting assembly, wall body and construction method of wall body - Google Patents
Wall body supporting assembly, wall body and construction method of wall body Download PDFInfo
- Publication number
- CN111424856A CN111424856A CN202010438699.5A CN202010438699A CN111424856A CN 111424856 A CN111424856 A CN 111424856A CN 202010438699 A CN202010438699 A CN 202010438699A CN 111424856 A CN111424856 A CN 111424856A
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- formwork
- wall
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- 238000010276 construction Methods 0.000 title claims description 26
- 238000009415 formwork Methods 0.000 claims abstract description 97
- 230000003014 reinforcing effect Effects 0.000 claims description 14
- 239000011159 matrix material Substances 0.000 claims description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 239000000463 material Substances 0.000 description 10
- 238000000034 method Methods 0.000 description 7
- 239000004568 cement Substances 0.000 description 4
- 239000011810 insulating material Substances 0.000 description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000004677 Nylon Substances 0.000 description 2
- 230000001154 acute effect Effects 0.000 description 2
- 229910052918 calcium silicate Inorganic materials 0.000 description 2
- 239000000378 calcium silicate Substances 0.000 description 2
- OYACROKNLOSFPA-UHFFFAOYSA-N calcium;dioxido(oxo)silane Chemical compound [Ca+2].[O-][Si]([O-])=O OYACROKNLOSFPA-UHFFFAOYSA-N 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 239000012774 insulation material Substances 0.000 description 2
- 229920001778 nylon Polymers 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/94—Protection against other undesired influences or dangers against fire
- E04B1/941—Building elements specially adapted therefor
- E04B1/942—Building elements specially adapted therefor slab-shaped
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Acoustics & Sound (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention belongs to the technical field of heat-insulating walls, and provides a wall supporting assembly and a wall, wherein the wall supporting assembly comprises a supporting piece and a supporting piece, wherein the supporting piece is used for connecting an outer formwork and an inner formwork, the supporting piece comprises a clamping part, a length adjusting piece and a supporting rod, a first notch is arranged on the clamping part and used for being clamped on the edge of the outer formwork, the length adjusting piece is used for being arranged on the inner formwork, one end of the supporting rod is arranged on the clamping part, and the other end of the supporting rod is arranged on the length adjusting piece.
Description
Technical Field
The invention belongs to the technical field of heat-insulating walls, and relates to a wall supporting assembly, a wall and a construction method thereof.
Background
Traditional shear force wall construction is after band-tying is closed at the reinforcing bar, the workman installs respectively on scaffold platform and floor, interior template and support system, interior template is including the inner support (generally fix on the steel reinforcement cage with wall thickness equal length reinforcing bar) and under the combined action to drawing the bolt or to drawing the band iron, form and pour the cavity, and some buildings are in order to reach energy-conserving requirement, the outer wall need have the structure of heat preservation, insulation material board generally puts at the exterior sheathing inboard, combine with the wall body through the plug wire when pouring, reach and tear the mould intensity back, demolish masterplate and support, plaster, decorate as the outer wall.
Need take scaffold frame or gallows when installing the outer masterplate among the prior art, have high altitude operation hidden danger, roughness and the straightness that hangs down between the template are difficult to guarantee moreover, and the wall unevenness is also pleasing to the eye when having the potential safety hazard to the operation that demolishs template and support among the prior art drops into the industrial period long, and it is convenient inadequately to operate.
Disclosure of Invention
The invention provides a wall body supporting assembly, a wall body and a construction method thereof, and solves the problem that the flatness and the verticality between formworks are not easy to guarantee in the prior art.
The technical scheme of the invention is as follows:
a wall support assembly includes
A support member for connecting the outer form with the inner form, comprising
A first notch is arranged on the clamping part and used for being clamped on the edge of the outer template,
a length adjustment member for being disposed on the inner mold plate,
and one end of the supporting rod is arranged on the clamping part, and the other end of the supporting rod is arranged on the length adjusting piece.
As a further technical scheme, one end of the supporting rod, which is close to the length adjusting piece, is provided with a thread, and the length adjusting piece comprises
The filament nut is arranged on one side of the inner template and is connected with the supporting rod through threads,
a bolt, in threaded connection with the filament female thread, comprising
A screw rod end which passes through the through hole on the inner template and is connected with the filament nut,
a nut end disposed on the screw end and at an end distal from the nut.
As a further technical scheme, the diameter of the circumscribed circle of the filament nut is larger than that of the through hole.
As a further aspect, the card portion includes
A fixing groove arranged at one side of the clamping part, one end of the supporting rod is arranged in the fixing groove,
and the reinforcing rib plate is arranged on one side of the clamping part and positioned beside the fixing groove.
As a further technical proposal, the method also comprises
The outer template connecting piece is used for being arranged on the edge of the outer template to realize the splicing of a plurality of outer templates in the same plane, and comprises
And the second notches are multiple and are in the same plane and used for mounting the outer template.
As a further technical scheme, the outer template connecting piece also comprises
The first flat plate is arranged on one side of the second notch and is square,
a second flat plate which is arranged at the other side of the second notch and is parallel to the first flat plate, the second flat plate is square,
the connecting plate is perpendicular to the first flat plate and the second flat plate, the first flat plate, the second flat plate and the connecting plate form a plurality of second notches, and the connecting plate is a cross-shaped connecting plate and is arranged in the centers of the first flat plate and the second flat plate.
As a further technical proposal, the method also comprises
The outer formwork corner connecting piece is used for being arranged on the edge of the outer formwork to realize the angled connection between a plurality of outer formworks, and comprises
And a plurality of notches III are formed in the outer template and used for installing the outer template.
As a further technical scheme, the corner connecting piece of the outer template further comprises
The first corner plate is arranged on one side of the third notch, the first corner plate is in a shape of L,
a second angle plate which is arranged at the other side of the third notch and is parallel to the first angle plate, the second angle plate is L-shaped,
and the connecting angle plate is perpendicular to the first angle plate and the second angle plate, the first angle plate, the second angle plate and the connecting angle plate form a plurality of notches III, and the connecting angle plate is arranged in the centers of the first angle plate and the second angle plate.
A wall body, including foretell wall body supporting component, still include
The outer template connecting piece is used for being arranged on the edge of the outer template to realize the splicing of a plurality of outer templates in the same plane,
the outer formwork corner connecting piece is used for being arranged on the edge of the outer formwork to realize the angled connection among a plurality of outer formworks,
the outer formworks are a plurality of, the outer formwork connecting pieces and the clamping parts are connected with the outer formworks which are adjacent in the same plane to realize that the outer formworks are arranged in a matrix in the plane, the outer formwork corner connecting pieces are connected with the outer formworks at the corner positions of the wall body to realize the splicing among the outer formworks at the corner positions of the wall body,
a steel mesh framework arranged on one side of the outer template,
and the concrete layer is used for coating the reinforcing mesh framework and the supporting piece.
The wall construction method comprises the following specific steps
Step one, an inner template and an outer template are combined into a group and are oppositely and parallelly arranged on two sides of a reinforcing mesh framework,
step two, the clamping part of the supporting piece is clamped on the edge of the outer template to connect the adjacent outer templates in the same plane, and the length of the supporting piece is adjusted by adjusting the number of the filament nuts screwed into the supporting rod,
step three, connecting a supporting piece with an inner template, connecting a bolt with a filament nut fixed on a supporting rod by penetrating through a through hole on the inner template, keeping the nut end of the bolt outside the through hole, screwing the bolt on the supporting piece to fix the inner template, step five, connecting the outer template with four outer templates on the same plane by using outer template connecting pieces to realize that the outer templates are arranged in a matrix in the plane, connecting the outer templates at two sides of a wall corner by using outer template corner connecting pieces to realize the splicing of the outer templates at the corner position of the wall,
sixthly, a concrete layer is poured between the inner template and the outer template,
and seventhly, screwing off the bolts on the supporting pieces, and removing the inner formwork to complete the construction of the wall body.
The working principle and the beneficial effects of the invention are as follows:
1. in order to improve the flatness of the wall body, the invention particularly designs a support assembly for improving the flatness of the wall body, when the building wall body is constructed, a pouring cavity is formed between an outer template and an inner template by utilizing a support member, a clamping part is fixed on the edge of the outer template, a length adjusting part is fixed on the inner template, the clamping part and the length adjusting part are connected through a support rod, one end of the support rod pulls the outer template through the clamping part, the other end pulls the inner template through the length adjusting part, the outer template and the inner template can be prevented from expanding outwards when cement is poured, and in order to meet the energy-saving requirement of some buildings, the outer wall needs to be provided with a heat-insulating layer structure, a heat-insulating material plate is generally placed on the inner side of the outer template, and the support rod of the support.
Specifically, the outer formworks are arranged in the first notches in the clamping portions, one clamping portion can be provided with an upper notch and a lower notch, the upper outer formworks and the lower outer formworks are correspondingly inserted into the upper notches and the lower outer formworks respectively, adjacent outer formworks can be spliced with each other in the same plane, the flatness of the splicing positions of the outer formworks is guaranteed, the flatness of a wall body is further guaranteed, a length adjusting piece is specially designed at one end of the supporting rod, the width of a pouring cavity can be controlled in an adjusting range by adjusting the connecting position of the length adjusting piece and the supporting rod, the thickness of the poured wall body is further controlled, the supporting piece is free of being dismantled after pouring is completed, the construction difficulty is reduced, the building can be supported by remaining in the wall body, the flatness of the outer formworks fixed by using the clamping portions is high, the outer formworks are free of being dismantled after pouring is completed, the.
2. According to the invention, one end of the support rod is connected with one end of the filament nut, the width of the pouring cavity can be controlled within an adjusting range by adjusting different connecting positions of the support rod and the filament nut, and the screw end of the bolt penetrates through the through hole in the inner template to be connected with the filament nut and is screwed down, so that the inner template is clamped by the filament nut and the nut end, and the length adjusting piece is fixed with the inner template.
3. In the invention, the diameter of the circumscribed circle of the filament nut is specially designed to be larger than that of the through hole on the inner template, so that one end of the filament nut is propped against the side surface of the inner template and cannot be inserted into the through hole in the process of screwing the filament nut and the bolt, and the filament nut is hidden in a wall body and cannot protrude out of the surface of the wall body after pouring is finished, thereby facilitating later construction.
4. According to the invention, one end of the supporting rod is fixed in the fixing groove of the clamping part, the supporting rod and the clamping part are designed in a split mode, different materials can be used for the supporting rod and the clamping part, the supporting rod can be made of rigid materials, the supporting strength of the supporting part is improved, the clamping part can be made of materials capable of breaking heat bridge nylon, the heat insulation performance of the wall body is improved, the reinforcing rib plate is located on one side of the clamping part, is arranged on the side wall of the first notch and is located beside the fixing groove, due to the fact that the outer formwork is installed in the first notch, when cement is poured, the side wall of the first notch is subjected to thrust, and the reinforcing.
5. According to the invention, the outer formwork connecting piece and the supporting piece are matched for use and are used at the plane position of the wall body, a plurality of second notches are formed in the same plane, specifically four notches are formed in the same plane, the outer formwork is arranged in the second notches, the adjacent four outer formworks can be spliced in the same plane, and the outer formwork connecting piece is used for splicing the outer formworks, so that the flatness is high, and the operation is simple.
6. According to the invention, the first flat plate, the second flat plate and the connecting plate form a plurality of second notches, the number of the second notches is four, and the four second notches are symmetrically distributed relative to the connecting plate, so that the direction of the outer template connecting piece does not need to be specially distinguished when the outer template connecting piece is used, and the operation is convenient.
7. According to the invention, the corner connecting piece of the outer template is matched with the supporting piece for use, the corner connecting piece is used at a position of a wall body needing a corner, a plurality of three notches are arranged on the corner connecting piece, the number of the three notches is two, the outer template is arranged in the three notches, angled splicing between the outer templates arranged in the three notches can be realized, the angled connection is specifically obtuse angle connection or acute angle connection or right angle connection according to the situation, and the operation is simple.
8. According to the invention, the angle plate I, the angle plate II and the connecting angle plate form a plurality of notches III, the number of the notches III is two, and the two notches III are symmetrically distributed relative to the connecting angle plate, so that the direction of the corner connecting piece of the outer template does not need to be specially distinguished when the corner connecting piece is used, and the operation is convenient.
9. The invention overcomes the defects of complicated construction process, low construction efficiency and difficult guarantee of flatness and verticality between the templates and the traditional wall, the wall has simple structure and convenient splicing between the templates, the outer template connecting piece and the clamping part of the supporting piece are connected with the adjacent outer templates in the same plane to realize the matrix arrangement of the outer templates in the plane, the corner connecting piece of the outer template is connected with the outer template at the corner position of the wall to realize the splicing between the outer templates at the corner position of the wall, the construction difficulty can be reduced, the manpower and material investment can be reduced, the flatness of the wall can be increased, and in order to meet the energy-saving requirement of some buildings, the outer wall needs to be provided with the structure of the heat-insulating layer, the heat-insulating plate can be additionally arranged outside the outer template or inside the outer template, when the heat-insulating material plate is arranged inside the outer template, the heat-insulating plate can be integrally formed with the, the reinforcing steel bar grid framework can be coated by pouring concrete between the outer formwork and the inner formwork to form a concrete layer, the inner formwork of the wall body is convenient to disassemble and assemble, the disassembling bolts can be realized, the outer formwork of the wall body is high in flatness, the calcium silicate board can be selected for use by the material of the outer formwork, the fireproof purpose can be realized, the wall body does not need to be disassembled, the construction process of the wall body can be operated indoors, the work of building a scaffold is omitted, and the construction safety of workers can be guaranteed.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of the supporting member according to the present invention;
FIG. 3 is a schematic view of the construction of the external form connection of the present invention;
FIG. 4 is a schematic view of the corner connector of the external form of the present invention;
FIG. 5 is a schematic cross-sectional view of a wall according to the present invention;
in the figure: 1-outer formwork, 2-inner formwork, 201-through hole, 3-steel bar grid framework, 4-supporting piece, 401-clamping part, 4011-notch I, 4012-fixing groove, 4013-reinforcing ribbed slab, 402-length adjusting piece, 4021-filament nut, 4022-bolt, 40221-screw end, 40222-nut end, 403-supporting rod, 5-outer formwork connecting piece, 501-notch II, 502-flat plate I, 503-flat plate II, 504-connecting plate, 6-outer formwork corner connecting piece, 601-notch III, 602-corner plate I, 603-corner plate II, 604-connecting corner plate and 7-concrete layer.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to 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.
As shown in fig. 1-5, the invention proposes
A wall support assembly includes
A support 4 for connecting the outer formwork 1 and the inner formwork 2, comprising
The clamping part 401 is provided with a notch I4011, the notch I4011 is used for clamping the edge of the outer template 1,
a length adjuster 402, the length adjuster 402 being adapted to be arranged on the inner formwork 2,
and a support bar 403, one end of which is disposed on the clamping part 401 and the other end of which is disposed on the length-adjusting member 402.
In this embodiment, in order to improve the flatness of the wall, a supporting assembly for improving the flatness of the wall is specially designed, when the building wall is constructed, a pouring cavity needs to be formed between the outer formwork 1 and the inner formwork 2 by using the supporting member 4, the clamping portion 401 is fixed on the edge of the outer formwork 1, the length adjusting member 402 is fixed on the inner formwork 2, the clamping portion 401 and the length adjusting member 402 are connected by the supporting rod 403, one end of the supporting rod 403 pulls the outer formwork 1 through the clamping portion 401, the other end pulls the inner formwork 2 through the length adjusting member 402, when cement is poured, the outer formwork 1 and the inner formwork 2 are prevented from expanding outwards, and in order to meet energy-saving requirements, the outer wall needs to have a structure of a heat-insulating layer, a heat-insulating material plate is generally placed on the inner side of the outer formwork 1, and the supporting rod 403 of the supporting member 4 can also.
Specifically, the external form 1 is installed in the notch I4011 on the clamp part 401, one clamp part 401 can be provided with an upper notch 4011 and a lower notch 4011 which are respectively and correspondingly inserted into the upper external form 1 and the lower external form 1, so that the adjacent external forms 1 can be spliced with each other in the same plane, the flatness of the splicing part of the external forms 1 is ensured, the flatness of the wall body is further ensured, a length adjusting part 402 is specially designed at one end part of the supporting rod 403, the width of a pouring cavity can be controlled in an adjusting range by adjusting the connecting position of the length adjusting part 402 and the supporting rod 403, the thickness of the poured wall body is further controlled, after pouring is completed, the supporting part 4 is not required to be removed, the construction difficulty is reduced, the supporting function can be realized for supporting the building when the external form 1 fixed by using the clamp part 401 is high in flatness, the removing is not required after pouring is completed, the processing efficiency is greatly improved, and, used as exterior wall decoration.
Further, the support bar 403 is provided with a thread 4031 near one end of the length adjustment member 402, and the length adjustment member 402 includes
A filament nut 4021, the filament nut 4021 is arranged on one side of the inner template 2, connected with the support bar 403 through a thread 4031,
A screw rod end 40221 passes through the through hole 201 on the inner template 2 to be connected with the filament nut 4021,
a nut end 40222, the nut end 40222 being disposed on the shank end 40221 at an end distal from the filament nut 4021.
In this embodiment, one end of the supporting rod 403 is connected with one end of the female 4021 filament, the connecting position of the supporting rod 403 and the female 4021 filament can be adjusted to control the width of the pouring cavity within an adjusting range, the screw end 40221 of the bolt 4022 penetrates through the through hole 201 in the inner formwork 2 to be connected with the female 4021 filament and screwed, the female 4021 filament and the nut end 40222 clamp the inner formwork 2 filament, the length adjusting piece 402 is further fixed with the inner formwork 2 filament, when the inner formwork 2 is disassembled, the bolt 4022 only needs to be screwed off, the inner formwork 2 is convenient to disassemble, and the outer formwork 1 does not need to be disassembled, so the process of disassembling the formwork can be operated indoors, the work of constructing a scaffold is omitted, the construction safety of workers can also be ensured, the work efficiency is improved, and the work difficulty is reduced.
Further, the diameter of the circumscribed circle of the filament nut 4021 is larger than that of the through hole 201.
In this embodiment, the diameter of the circumscribed circle of the filament nut 4021 is designed to be larger than the diameter of the through hole 201 in the inner formwork 2, so that the filament nut 4021 and the bolt 4022 can be screwed down, one end of the filament nut 4021 is pushed against the side surface of the inner formwork 2 and cannot be inserted into the through hole 201, and the filament nut 4021 is hidden in a wall body and cannot protrude out of the surface of the wall body after pouring is completed, so that later construction is facilitated.
Further, the card portion 401 includes
A fixing groove 4012 provided at one side of the clip part 401, one end of the supporting rod 403 is provided in the fixing groove 4012,
and a reinforcing rib 4013 provided on one side of the locking portion 401 and located near the fixing groove 4012.
In this embodiment, bracing piece 403 one end is fixed in the fixed slot 4012 of card portion 401, bracing piece 403 and the components of a whole that can function independently design of card portion 401, can make bracing piece 403 and card portion 401 use different materials, rigid material can be chooseed for use to bracing piece 403, improve support piece 4's support intensity, card portion 401 can choose for use the material that can cut off the heat bridge nylon, promote the thermal insulation performance of wall body, reinforcing rib plate 4013 is located card portion 401 one side, the setting is on the lateral wall of notch a 4011, be located the fixed slot 4012 next door, because installation exterior sheathing 1 in notch a 4011, when pouring cement, notch a 4011's lateral wall receives thrust, design reinforcing rib plate 4013 can play the effect of strengthening to notch a 4011's lateral wall.
Further, also comprises
The outer template connecting piece 5 is arranged on the edge of the outer template 1 to realize the splicing of a plurality of outer templates 1 in the same plane, and comprises
And a plurality of second notches 501 are formed in the second notch 501, and are in the same plane and used for installing the outer template 1.
In this embodiment, exterior sheathing connecting piece 5 and support piece 4 cooperation are used in wall body plane position, set up a plurality of notches two 501 in the coplanar on it, and two 501 specifically are four in the notch, install exterior sheathing 1 in two 501 in the notch, can realize that four adjacent exterior sheathing 1 splice in the coplanar, use exterior sheathing connecting piece 5 to splice exterior sheathing 1 not only the roughness height, easy operation moreover.
Further, the external form connecting piece 5 also comprises
A first plate 502 arranged at one side of the second notch 501, wherein the first plate 502 is square,
a second flat plate 503 which is arranged at the other side of the second notch 501 and is parallel to the first flat plate 502, the second flat plate 503 is square,
the connecting plate 504 is perpendicular to the first flat plate 502 and the second flat plate 503, the first flat plate 502, the second flat plate 503 and the connecting plate 504 form a plurality of second notches 501, and the connecting plate 504 is a cross-shaped connecting plate and is arranged in the centers of the first flat plate 502 and the second flat plate 503.
In this embodiment, the first flat plate 502, the second flat plate 503 and the connecting plate 504 form a plurality of second notches 501, the second notches 501 are specifically four, and the four second notches 501 are symmetrically distributed about the connecting plate 504, so that the outer formwork connecting member 5 does not need to distinguish directions when in use, and operation is facilitated.
Further, also comprises
The outer formwork corner connecting piece 6 is used for being arranged on the edge of the outer formwork 1 to realize the angled connection among a plurality of outer formworks 1, and comprises
And a plurality of notches three 601 for installing the outer formworks 1.
In this embodiment, exterior sheathing corner connecting piece 6 and support piece 4 cooperation are used in the position that the wall body needs the corner, set up a plurality of notches three 601 on it, and notch three 601 is specifically two, installs exterior sheathing 1 in notch three 601, can realize installing and become the angle concatenation between the exterior sheathing 1 in notch three 604, and the connection of becoming the angle is specifically obtuse angle connection or acute angle connection or right angle connection according to the circumstances, easy operation moreover.
Further, the corner connecting piece 6 of the external template also comprises
A first corner plate 602 is arranged at one side of the third notch 601, the first corner plate 602 is shaped like L,
a second corner plate 603, which is arranged on the other side of the third notch 601 and is parallel to the first corner plate 602, the second corner plate 603 is shaped like L,
the connecting corner plate 604 is perpendicular to the first corner plate 602 and the second corner plate 603, the first corner plate 602, the second corner plate 603 and the connecting corner plate 604 form a plurality of notches three 601, and the connecting corner plate 604 is arranged at the center of the first corner plate 602 and the second corner plate 603.
In this embodiment, the first corner plate 602, the second corner plate 603 and the connecting corner plate 604 form a plurality of three notches 601, specifically two notches 601 are formed, and the two three notches 601 are symmetrically distributed about the connecting corner plate 604, so that the direction of the corner connecting piece 6 of the outer template is not specially distinguished when the corner connecting piece is used, and the operation is convenient.
A wall body, including above-mentioned wall body supporting component, still include
The outer template connecting piece 5 is used for being arranged on the edge of the outer template 1 to realize the splicing of a plurality of outer templates 1 in the same plane,
the outer template corner connecting piece 6 is used for being arranged on the edge of the outer template 1 to realize the angled connection among a plurality of outer templates 1, and also comprises
The outer formworks 1 and the outer formworks 1 are a plurality of, the outer formwork connecting pieces 5 and the clamping parts 401 are connected with the outer formworks 1 adjacent to each other in the same plane to realize the matrix arrangement of the outer formworks 1 in the plane, the outer formwork corner connecting pieces 6 are connected with the outer formworks 1 at the corner positions of the wall body to realize the splicing among the outer formworks 1 at the corner positions of the wall body,
a steel mesh framework 3 arranged at one side of the outer template 1,
and the concrete layer 7 is coated with the reinforcing mesh framework 3 and the supporting piece 4.
In the embodiment, the defects that the traditional wall construction process is complicated, the construction efficiency is low, and the flatness and the verticality between the templates are not easily ensured are overcome, the wall is simple in structure and convenient and fast to splice between the templates, the outer template connecting pieces 5 and the clamping parts 401 of the supporting pieces 4 are connected with the adjacent outer templates 1 in the same plane to realize the matrix arrangement of the outer templates 1 in the plane, the outer template corner connecting pieces 6 are connected with the outer templates 1 at the corner positions of the wall, the splicing between the outer templates 1 at the corner positions of the wall is realized, the construction difficulty can be reduced, the labor and material investment can be reduced, the flatness of the wall can be increased, and in order to meet the energy-saving requirement, the outer wall needs to be provided with a heat-insulating layer structure, heat-insulating plates can be additionally arranged outside the outer templates 1 or inside the outer templates 1, and when the heat-insulating material plates are placed, support piece 4's bracing piece 403 also plays the effect of supporting insulation material, but pouring concrete cladding steel bar net skeleton 3 between exterior sheathing 1 and interior sheathing 2, form concrete layer 7, and 2 easy dismounting of interior sheathing of this kind of wall body, dismantle bolt 4022 just can realize, 1 roughness of exterior sheathing of this kind of wall body is high, calcium silicate board can be chooseed for use to the material of exterior sheathing 1, can realize the purpose of fire prevention, need not demolish, the work progress of this kind of wall body can be at indoor operation, the work of building the scaffold frame has been saved, also can guarantee workman's construction safety.
The wall construction method comprises the following specific steps
Step one, an inner template 2 and an outer template 1 are combined into a group and are oppositely and parallelly arranged on two sides of a reinforcing mesh framework 3,
step two, the clamping part 401 of the supporting piece 4 is clamped on the edge of the outer template 1 to connect the adjacent outer templates 1 in the same plane, the length of the supporting piece 4 is adjusted by adjusting the number of the filament nuts 4021 screwed into the supporting rods 403,
step three, connecting a supporting piece 4 with an inner template 2, connecting bolts 4022 with long nuts 4021 fixed on a supporting rod 403 through holes 201 on the inner template 2, leaving nut ends 40222 of the bolts 4022 outside the through holes 201, screwing the bolts 4022 on the supporting piece 4 to fix the inner template 2, connecting outer template connectors 5 with four outer templates 1 on the same plane to realize that the outer templates 1 are arranged in a matrix in the plane, connecting outer template corner connectors 6 with outer templates 1 on two sides of a wall corner to realize the splicing of the outer templates 1 at the corner position of the wall,
sixthly, a concrete layer 7 is poured between the inner template 2 and the outer template 1,
and seventhly, screwing off the bolts 4022 on the supporting pieces 4, and removing the inner formwork 2 to finish the construction of the wall body.
Claims (10)
1. A wall support assembly, comprising
A support (4) for connecting the outer formwork (1) with the inner formwork (2), comprising
The clamping part (401) is provided with a first notch (4011), the first notch (4011) is used for being clamped on the edge of the outer template (1),
a length adjustment member (402), the length adjustment member (402) being adapted to be arranged on the inner formwork (2),
and one end of the supporting rod (403) is arranged on the clamping part (401), and the other end of the supporting rod (403) is arranged on the length adjusting piece (402).
2. A wall support assembly as claimed in claim 1, wherein the brace bar (403) is provided with a screw thread (4031) adjacent one end of the length adjustment member (402), the length adjustment member (402) comprising
The long screw nut (4021) is arranged on one side of the inner template (2) and connected with the supporting rod (403) through a thread (4031),
a bolt (4022) threadedly coupled to the nut (4021), comprising
A screw rod end (40221) which passes through a through hole (201) on the inner template (2) and is connected with the filament nut (4021),
a nut end (40222), the nut end (40222) being disposed on the screw end (40221) and at an end distal from the nut (4021).
3. A wall support assembly as claimed in claim 2, wherein the diameter of the circumcircle of the filament nut (4021) is greater than the diameter of the through hole (201).
4. A wall support assembly as claimed in claim 1, wherein the clip portion (401) comprises
A fixing groove (4012) provided at one side of the clamping part (401), one end of the support rod (403) is provided in the fixing groove (4012),
and a reinforcing rib plate (4013) provided on the side of the locking portion (401) and located near the fixing groove (4012).
5. A wall support assembly as claimed in claim 1, further comprising
The outer template connecting piece (5) is used for being arranged on the edge of the outer template (1) to realize splicing among the outer templates (1) in the same plane, and comprises
And a plurality of second notches (501), wherein the second notches (501) are arranged in the same plane and used for installing the outer template (1).
6. A wall support assembly according to claim 5, wherein the external formwork connection member (5) further comprises
A first plate (502) arranged on one side of the second notch (501), wherein the first plate (502) is square,
a second flat plate (503) which is arranged on the other side of the second notch (501) and is parallel to the first flat plate (502), wherein the second flat plate (503) is square,
the connecting plate (504) is perpendicular to the first flat plate (502) and the second flat plate (503), the first flat plate (502), the second flat plate (503) and the connecting plate (504) form a plurality of second notches (501), and the connecting plate (504) is a cross-shaped connecting plate and is arranged in the centers of the first flat plate (502) and the second flat plate (503).
7. A wall support assembly as claimed in claim 1, further comprising
The outer formwork corner connecting piece (6) is arranged on the edge of the outer formwork (1) and used for realizing the angled connection between a plurality of outer formworks (1), and comprises
A plurality of notches three (601), and the notches three (601) are used for installing the outer template (1).
8. A wall support assembly as claimed in claim 7, wherein the external formwork corner connector (6) further comprises
A first corner plate (602) arranged on one side of the notch three (601), wherein the first corner plate (602) is in a shape of L',
a second corner plate (603) which is arranged on the other side of the third notch (601) and is parallel to the first corner plate (602), wherein the second corner plate (603) is in a shape of L',
a connecting corner plate (604) perpendicular to the first corner plate (602) and the second corner plate (603), the first corner plate (602), the second corner plate (603) and the connecting corner plate (604) forming a plurality of notches three (601), the connecting corner plate (604) being disposed at the center of the first corner plate (602) and the second corner plate (603).
9. A wall comprising a wall support assembly as claimed in any one of claims 1 to 8, and further comprising
The outer template connecting piece (5) is arranged on the edge of the outer template (1) to realize the splicing of a plurality of outer templates (1) in the same plane,
the outer formwork corner connecting piece (6) is arranged on the edge of the outer formwork (1) to realize the angled connection among a plurality of outer formworks (1),
it is characterized by also comprising
The outer formworks (1) are provided with a plurality of outer formworks (1), the outer formwork connecting pieces (5) and the clamping parts (401) are connected with the adjacent outer formworks (1) in the same plane to realize that the outer formworks (1) are arranged in a matrix in the plane, the outer formwork corner connecting pieces (6) are connected with the outer formworks (1) at the corner positions of the wall body to realize the splicing among the outer formworks (1) at the corner positions of the wall body,
a steel mesh framework (3) arranged on one side of the outer template (1),
and the concrete layer (7), the concrete layer (7) coats the reinforcing mesh framework (3) and the supporting piece (4).
10. The wall construction method is characterized by comprising the following specific steps
Step one, an inner template (2) and an outer template (1) are combined into a group and are oppositely and parallelly arranged on two sides of a steel mesh framework (3),
secondly, clamping parts (401) of the supporting pieces (4) are clamped on the edges of the outer templates (1) to be connected with the adjacent outer templates (1) in the same plane, the length of the supporting pieces (4) is adjusted by adjusting the number of the long screw nuts (4021) screwed into the supporting rods (403),
step three, connecting a supporting piece (4) with an inner template (2), connecting a bolt (4022) with a long screw nut (4021) fixed on a supporting rod (403) through a through hole (201) on the inner template (2), leaving a nut end (40222) of the bolt (4022) outside the through hole (201), screwing the bolt (4022) on the supporting piece (4) to fix the inner template (2), step five, connecting outer template connecting pieces (5) with four outer templates (1) on the same plane to realize the matrix arrangement of the outer templates (1) in the plane, connecting the outer templates (1) at two sides of a wall corner by using outer template corner connecting pieces (6) to realize the splicing of the outer templates (1) at the wall corner position,
sixthly, a concrete layer (7) is poured between the inner template (2) and the outer template (1),
and seventhly, screwing off the bolts (4022) on the supporting pieces (4), and dismantling the inner formwork (2) to finish the construction of the wall body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010438699.5A CN111424856A (en) | 2020-05-22 | 2020-05-22 | Wall body supporting assembly, wall body and construction method of wall body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010438699.5A CN111424856A (en) | 2020-05-22 | 2020-05-22 | Wall body supporting assembly, wall body and construction method of wall body |
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| CN111424856A true CN111424856A (en) | 2020-07-17 |
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| CN202010438699.5A Pending CN111424856A (en) | 2020-05-22 | 2020-05-22 | Wall body supporting assembly, wall body and construction method of wall body |
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