CN114991461A - Be applied to cast-in-place wall's template reinforcing mechanism - Google Patents
Be applied to cast-in-place wall's template reinforcing mechanism Download PDFInfo
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- CN114991461A CN114991461A CN202210847464.0A CN202210847464A CN114991461A CN 114991461 A CN114991461 A CN 114991461A CN 202210847464 A CN202210847464 A CN 202210847464A CN 114991461 A CN114991461 A CN 114991461A
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- wall
- wall surface
- template
- reinforcing
- cast
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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
- 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
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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
- 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
- E04G17/0655—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts
- E04G17/0657—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts fully recoverable
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a template reinforcing mechanism applied to a cast-in-place wall, relates to the field of building construction equipment, and can improve the forming quality of the cast-in-place wall. The template and the reinforcing component are included; the template comprises two wall templates and two side templates which are used for enclosing to form a pouring cavity; the reinforcement assembly comprises a plurality of columns detachably connected with the template, a plurality of reinforcement frames are arranged on the columns along the length direction at intervals, the reinforcement frames surround the template at intervals, wall surface support pieces arranged at intervals are arranged between the reinforcement frames and the wall surface template, and a plurality of side surface support pieces are arranged between the side surface templates. The invention can reinforce and support the outer side surface of the template through the wall surface supporting piece and the side surface supporting piece, and the reinforcing structure does not need to damage the template, the wall body and the reinforcing component, thereby ensuring the pouring quality, and the reinforcing mechanism can be used in a turnover way.
Description
Technical Field
The invention relates to the field of building construction equipment, in particular to a template reinforcing mechanism applied to a cast-in-place wall.
Background
In the construction of cast-in-place wall body, need lay the template of locating required wall body specification adaptation at the construction scene, and fasten the template through drawing the screw rod, need pass wall body and template simultaneously to drawing the screw rod when pouring, extrude the fastening to each template through the extruded piece on drawing the screw rod.
The split screw is difficult to reuse because the split screw needs to be cut off in the dismounting process, and the hole part penetrating through the split screw on the template is easy to leak slurry, so that the forming quality of the filled wall is influenced. And when carrying out the extrusion fastening to the template through other reinforcement accessories, because there is the difference according to the site work condition in the size of template, it provides sufficient support effect to consolidate the size that the accessory is difficult to the adaptation template this moment.
Disclosure of Invention
The technical problem to be solved by the invention is as follows: the utility model provides a strengthening mechanism can improve cast-in-place wall's shaping quality.
The invention is realized by the following technical scheme:
a template reinforcing mechanism applied to a cast-in-place wall comprises a template and a reinforcing component;
the formwork comprises two wall formworks and two side formworks, and a pouring chamber for pouring a wall body is formed by encircling the two wall formworks and the two side formworks;
the reinforcement assembly comprises a plurality of stand columns, the stand columns are detachably connected with the templates, a plurality of reinforcement frame bodies are arranged on the stand columns along the length direction of the stand columns at intervals, the reinforcement frame bodies surround the template, the reinforcement frame bodies are provided with wall surface support members arranged at a plurality of intervals between the wall surface template, and the side surface support members are provided with a plurality of side surface support members between the side surface template.
Optionally, the reinforcement frame body includes two wall surface cross beams and two side surface cross beams;
the two wall surface cross beams are respectively arranged on the outer sides of the two wall surface templates, a wall surface clamping gap is formed between each wall surface cross beam and the adjacent wall surface template, and a plurality of wall surface supporting pieces are clamped in the wall surface clamping gaps; the two side cross beams are respectively arranged on the outer sides of the two side templates, a side clamping gap is formed between each side cross beam and the adjacent side template, and the side supporting piece is clamped in the side clamping gap.
Further optionally, the wall surface supporting piece comprises a wall surface reinforcing beam, an adjusting piece and two wedges, the wall surface reinforcing beam is connected with the adjusting piece, the adjusting piece is connected with the two wedges, and the two wedges can be driven to be attached to the wall surface reinforcing beam in a posture away from each other;
wherein, the wall reinforcing beam can be interpenetrated in two adjacent wall centre gripping clearances that are in the same one side of template, two wedges can insert the wall reinforcing beam respectively and constitute under the drive of regulating part between two wall crossbeams in two wall centre gripping clearances, so that the inboard of wall reinforcing beam closely laminates on the outside side of wall template.
Further optionally, the adjusting part comprises a threaded rod, a sleeve body and two rotating handles; one end of the threaded rod is fixed in the middle of the wall surface reinforcing beam, and the other end of the threaded rod extends towards the direction far away from the wall surface reinforcing beam; the sleeve body is sleeved on the threaded rod and can slide along the axial direction of the threaded rod, the sleeve body is respectively hinged with one end of each of the two rotating handles, and the other end of each of the two rotating handles is respectively hinged with the two wedges;
threaded connection has the nut on the threaded rod, the nut is located the cover body is kept away from one side of wall reinforcing beam, and can be right through the rotation the cover body extrudees.
Optionally, in the reinforcement frame, two ends of the side cross beam are respectively arranged on the two wall cross beams in a sliding manner along the length direction of the wall cross beam;
the side support piece comprises a side main beam fixed to the outer side of the side formwork, the side main beam extends along the length direction of the stand column, and the side cross beam can be tightly attached to the outer side face of the side main beam through sliding.
Further optionally, at least four upright columns are arranged, every two of the four upright columns correspond to each other, and two mutually corresponding upright columns are respectively arranged on the outer sides of the two wall templates;
and at the outer side of any wall formwork, the upright posts are respectively connected with all the wall cross beams at the side in a sliding manner along the length direction of the wall cross beams.
Further optionally, a plurality of connecting plates are arranged on the stand column at intervals along the length direction of the stand column, the plurality of connecting plates are respectively connected with different wall surface cross beams in a sliding manner, U-shaped grooves are formed in the inner sides of the connecting plates, wall surface main beams capable of being clamped into all the U-shaped grooves in the same stand column are arranged on the outer sides of the wall surface templates, and the wall surface main beams are arranged along the length direction of the stand column;
the wall in U type groove is equipped with the screw hole, wear to be equipped with first bolt in the screw hole, first bolt can extrude the wall girder that is in U type inslot, and then with the cooperation of U type groove realizes fixing the centre gripping of wall girder.
It is further optional, the both ends of side crossbeam are equipped with first through-hole, be equipped with the second through-hole on the connecting plate, the wall crossbeam is equipped with C type groove along its length direction, the both ends in C type groove are equipped with respectively and are used for passing a plurality of second bolts of first through-hole and second through-hole, the head of second bolt slides and sets up C type inslot, the screw thread of second bolt is served and is equipped with the lock nut who is used for pressing from both sides tightly C type groove notch and first through-hole or second through-hole.
Further optionally, the first through hole and the second through hole are of oblong structures, and the length directions of the first through hole and the second through hole are perpendicular to the adjacent wall surface templates.
Optionally, two ends of two corresponding upright posts are connected through a counter-pulling screw rod, the counter-pulling screw rod simultaneously penetrates through the two wall templates and the two upright posts, two ends of the counter-pulling screw rod are respectively provided with a counter-pulling nut, and the counter-pulling nuts are used for enabling the two corresponding upright posts to approach each other;
still the cover is equipped with the pull rod sleeve pipe on the split screw, the pull rod sleeve pipe is in between two wall formworks, and with the wall form cooperation forms the confession the passageway that the split screw passed.
The invention has the following advantages and beneficial effects:
according to the template reinforcing mechanism applied to the cast-in-place wall body, provided by the embodiment of the invention, the whole reinforcing mechanism is placed through the stand column, and the wall surface supporting piece and the side surface supporting piece are clamped between the reinforcing frame body and the outer side surface of the template to reinforce and support the outer side surface of the template, so that the template reinforcing mechanism can bear the side pressure and other loads applied to the template by a pouring material in a pouring cavity, and the template is prevented from deforming, and the final wall body forming quality is lower. And this reinforced structure all need not cause destruction to template, wall body and reinforcement assembly, has guaranteed the quality of pouring, and pours the reinforcing mechanism in the completion and can be applied to pouring of other adaptation wall bodies once more, and this reinforcing mechanism can have enough to meet the need the use promptly.
Drawings
The accompanying drawings, which are included to provide a further understanding of the embodiments of the invention and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the invention and together with the description serve to explain the principles of the invention. In the drawings:
FIG. 1 is an overall schematic view of embodiment 1 of the present invention;
FIG. 2 is a schematic view of FIG. 1 at A;
FIG. 3 is a schematic structural view of a wall support according to embodiment 1 of the present invention;
FIG. 4 is a schematic structural diagram of a connecting plate according to embodiment 1 of the present invention;
fig. 5 is a schematic structural view of a side cross beam in embodiment 1 of the present invention.
Reference numbers and corresponding part names in the drawings:
11-wall surface template, 111-wall surface main beam, 112-pull rod sleeve, 12-side surface template, 121-side surface main beam, 2-wall surface supporting piece, 21-reinforcing beam, 22-wedge, 23-threaded rod, 24-sleeve body, 25-rotating handle, 26-nut, 3-upright post, 31-connecting plate, 311-second through hole, 32-U-shaped groove, 33-first bolt, 34-opposite-pull screw rod, 35-opposite-pull nut, 41-wall surface beam, 411-C-shaped groove, 412-second bolt, 42-side surface beam and 421-first through hole.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is further described in detail below with reference to examples and accompanying drawings, and the exemplary embodiments and descriptions thereof are only used for explaining the present invention and are not meant to limit the present invention.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention. However, it will be apparent to one of ordinary skill in the art that: it is not necessary to employ these specific details to practice the present invention. In other instances, well-known structures, circuits, materials, or methods have not been described in detail so as not to obscure the present invention.
Throughout the specification, reference to "one embodiment," "an embodiment," "one example," or "an example" means: the particular features, structures, or characteristics described in connection with the embodiment or example are included in at least one embodiment of the invention. Thus, the appearances of the phrases "one embodiment," "an embodiment," "one example" or "an example" in various places throughout this specification are not necessarily all referring to the same embodiment or example. Furthermore, the particular features, structures, or characteristics may be combined in any suitable combination and/or sub-combination in one or more embodiments or examples. Further, those of ordinary skill in the art will appreciate that the illustrations provided herein are for illustrative purposes and are not necessarily drawn to scale. As used herein, the term "and/or" includes any and all combinations of one or more of the associated listed items.
In the description of the present invention, the terms "front", "rear", "left", "right", "upper", "lower", "vertical", "horizontal", "upper", "lower", "inner", "outer", etc. 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 device or element being referred to must have a particular orientation, be constructed in a particular orientation, and be operated, and therefore, should not be construed as limiting the scope of the present invention.
Example 1:
a form reinforcing mechanism applied to a cast-in-place wall body, as shown in fig. 1 to 5, comprises a form and a reinforcing component arranged on the outer side of the form;
the formwork comprises two wall formworks 11 and two side formworks 12, and a pouring chamber for pouring a wall body is formed by encircling the two wall formworks 11 and the two side formworks 12;
the reinforcement assembly comprises a plurality of stand columns 3, the stand columns 3 are detachably connected with the templates, a plurality of reinforcement frame bodies are arranged on the stand columns 3 along the length direction of the stand columns at intervals, the reinforcement frame bodies surround the templates at intervals, wall surface support pieces 2 arranged at a plurality of intervals are clamped between the reinforcement frame bodies and the wall surface templates 11, and a plurality of side surface support pieces are clamped between the side surface templates 12.
The outer side refers to one side of each component far away from the filling wall body, and the inner side refers to one side of each component close to the filling wall body; in the construction process, the length direction of the upright post 3 is the vertical direction.
In this scheme, mainly place whole strengthening mechanism through stand 3 to press from both sides between reinforcement framework and template lateral surface and establish wall support piece 2 and side support piece and consolidate the support to the template lateral surface, make it can bear and be located the pouring material of pouring in the cavity and apply lateral pressure and other loads for the template, prevent that the template from warping and then leading to final wall body shaping quality lower.
And this reinforced structure all need not cause destruction to template, wall body and reinforcement assembly, has guaranteed the quality of pouring, and pours the reinforcing mechanism in the completion and can be applied to pouring of other adaptation wall bodies once more, and this reinforcing mechanism can have enough to meet the need the use promptly.
The reinforcing frame body comprises two wall surface cross beams 41 and two side surface cross beams 42;
the two wall surface cross beams 41 are respectively horizontally arranged at the outer sides of the two wall surface templates 11, a wall surface clamping gap is formed between each wall surface cross beam 41 and the adjacent wall surface template 11, and a plurality of wall surface supporting pieces 2 are clamped in the wall surface clamping gap; the two side cross beams 42 are respectively horizontally arranged at the outer sides of the two side templates 12, a side clamping gap is formed between each side cross beam 42 and the adjacent side template 12, and the side supporting piece is clamped in the side clamping gap.
As for the structure of the wall surface supporting member 2, in one or more embodiments, as shown in fig. 3, the wall surface supporting member 2 includes a wall surface reinforcing beam 21, an adjusting member and two wedges 22, the wall surface reinforcing beam 21 is connected to the adjusting member, the adjusting member is connected to the two wedges 22, and the two wedges 22 can be driven to be attached to the wall surface reinforcing beam 21 and move away from each other;
wherein, wall reinforcing beam 21 can alternate in being in two adjacent wall centre gripping clearances of template with one side, two wedges 22 can insert wall reinforcing beam 21 and constitution respectively under the drive of adjusting part between two wall crossbeams 41 in two wall centre gripping clearances, so that the inboard of wall reinforcing beam 21 closely laminates on the outside side of wall template 11, and then supports wall template 11.
This 2 easy dismounting of wall support piece, and can not receive the damage at this device of support in-process, can have enough to meet the need the use repeatedly. Meanwhile, because the thickness requirements of different walls may be different, or the wall surfaces of some wall bodies have a certain inclination angle relative to the ground, the width of the wall surface clamping gap may be changed correspondingly, the depth of the wedge 22 inserted into the wall surface clamping gap is changed by adjusting the adjusting piece, and then the thickness of the wedge 22 entering the wall surface clamping gap is adjusted, so that the wall surface reinforcing beam 21 can be attached to the wall surface formwork 11 under the extrusion of the wall surface cross beam 41 all the time. Therefore, through the cooperation of the adjusting piece, the wedge 22 and the wall surface supporting beam, the reinforcing component can be suitable for wall bodies with different thicknesses or different wall surface inclination angles, and the application range of the reinforcing component is widened.
Wherein, wedge 22 is preferably triangular prism column structure, wall reinforcing beam 21 is preferably square rod-shaped structure, wherein two wedge 22's pointed end sets up mutually, adjusting part connect on two wedge 22 with on the relative side in pointed end, work as wedge 22 inserts during between wall reinforcing beam 21 and the wall crossbeam 41, constitute on the wedge 22 most advanced both sides side respectively with the outside side of wall reinforcing beam 21 and the inboard contact of girder, just the interior side of wall reinforcing beam 21 closely supports and leans on the outside side of wall template 11. Therefore, the support structure among the wall surface cross beams 41, the wedges 22, the wall surface reinforcing beams 21 and the wall surface templates 11 is ensured to be stable enough, and the wall surface reinforcing beams 21 can be reliably abutted against the wall surface templates 11 and support the wall surface templates 11.
Wherein, in one or more embodiments, the adjustment member comprises a threaded rod 23, a sheath 24, and two shanks 25; one end of the threaded rod 23 is fixed in the middle of the wall surface reinforcing beam 21, and the other end extends in the direction far away from the wall surface reinforcing beam 21; the sleeve body 24 is sleeved on the threaded rod 23 and can slide along the axial direction of the threaded rod 23, the sleeve body 24 is respectively hinged with one end of each of the two rotating handles 25, and the other end of each of the two rotating handles 25 is respectively hinged with the two wedges 22;
threaded connection has nut 26 on the threaded rod 23, nut 26 is located the cover body 24 is kept away from one side of wall reinforcing beam 21, and can be right through the rotation the cover body 24 extrudees.
Therefore, when the wall reinforcing beam 21 is supported, the tips of the two wedges 22 preferentially enter the space between the wall reinforcing beam 21 and the two wall cross beams 41, and then the sleeve body 24 is close to the wall reinforcing beam 21 under the extrusion of the nut 26, so that the two wedges 22 are far away from each other in the directions of the two sides of the threaded rod 23 under the extrusion of the sleeve body 24 and the rotating handle 25, the space between the wall reinforcing beam 21 and the two wall cross beams 41 is filled, and the support stability of the wall reinforcing beam 21 on the wall cross beams 41 is ensured.
Wherein, the inner diameter of the sleeve body 24 is matched with the outer diameter of the threaded rod 23. Therefore, the sleeve body 24 can only slide on the threaded rod 23 along the axial direction, and radial displacement is avoided, so that when the sleeve body 24 is fixed on the threaded rod 23, the wedge 22 is prevented from loosening due to loosening of the sleeve body 24, and the wall reinforcing beam 21 cannot play a sufficient supporting effect.
In one or more embodiments, for the reinforcement frame, two ends of the side cross beam 42 are respectively slidably disposed on the two wall cross beams 41 along the length direction of the wall cross beam 41;
the side support comprises a side main beam 121 fixed on the outer side of the side formwork 12, the side main beam 121 extends along the length direction of the upright 3, and the side cross beam 42 can be closely attached to the outer side of the side main beam 121 through sliding.
Therefore, when walls with different widths or wall sides have different inclination angles, the positions of the side cross beams 42 on the wall cross beams 41 can be adjusted to enable the side cross beams 42 to be extruded on the side main beams 121, so that the side formwork 12 is supported and prevented from deforming or being disconnected from the wall formwork 11. Therefore, through the sliding connection of the side cross beams 42 and the wall surface cross beams 41, the reinforcing component can be suitable for walls with different widths or different side inclination angles, and the application range of the reinforcing component is widened.
The four upright columns 3 are at least four as a mechanism for supporting the whole reinforcing mechanism, the four upright columns 3 correspond to each other in pairs, the two mutually corresponding upright columns 3 are respectively arranged on the outer sides of the two wall templates 11, and the four upright columns 3 are preferably arranged at four corners of the reinforcing mechanism, so that the supporting effect can be really achieved;
considering the width of the wall form 11 and the wall width adaptation of the wall, in order to enable the upright column 3 to be detachably connected with the wall forms 11 with different widths, the upright column 3 is respectively connected with all the wall beams 41 on the side in a sliding manner along the length direction of the wall beams 41 on the outer side of any one wall form 11, so as to adapt to the wall forms with different widths.
The upright posts 3 are provided with a plurality of connecting plates 31 at intervals along the length direction thereof, the connecting plates 31 are respectively connected with different wall surface cross beams 41 in a sliding manner, as shown in fig. 4, the inner sides of the connecting plates 31 are provided with U-shaped grooves 32, the outer sides of the wall surface templates 11 are provided with wall surface main beams 111 which can be clamped into all the U-shaped grooves 32 on the same upright post 3, and the wall surface main beams 111 are arranged along the length direction of the upright posts 3;
be equipped with the screw hole on the cell wall in U type groove 32, wear to be equipped with first bolt 33 in the screw hole, first bolt 33 can extrude the wall girder 111 that is in U type groove 32, and then with U type groove 32 cooperation is realized fixing the centre gripping of wall girder 111.
Under this structure, the position of U type groove 32 centre gripping on wall girder 111 is indefinite, because some inclination exist in partial wall, this moment, can be through the position of changing each U type groove 32 centre gripping on the connecting plate 31 on the girder and the interval of template, and then adjust the gradient of wall template 11 to this required inclination of adaptation wall, further improve this application scope of strengthening the subassembly.
Wherein, side crossbeam 42's both ends are equipped with first through-hole 421, be equipped with second through-hole 311 on the connecting plate 31, wall crossbeam 41 is equipped with C type groove 411 along its length direction, the both ends of C type groove 411 are equipped with respectively and are used for passing a plurality of second bolts 412 of first through-hole 421 and second through-hole 311, the head of second bolt 412 slides and sets up in C type groove 411, be equipped with on the screw thread end of second bolt 412 and be used for pressing from both sides tight C type groove 411 notch and first through-hole 421 or second through-hole 311's lock nut to this, after unscrewing lock nut, side crossbeam 42 with stand 3 can freely slide on wall crossbeam 41, after screwing up and corresponding lock nut, can realize side crossbeam 42 or stand 3 and wall crossbeam 41's relatively fixed.
As shown in fig. 4 to 5, the first through hole 421 and the second through hole 311 are in an oblong structure, and the length directions of the first through hole 421 and the second through hole 311 both point to the adjacent wall form 11 vertically.
At this time, the locking nut may be close to or far from the adjacent wall form 11 in the first through hole 421 and the second through hole 311 along the length direction of the through holes, and thus the wall cross beam 41 may also be close to or far from the adjacent wall form 11, thereby changing the distance between the wall cross beam 41 and the adjacent wall form 11. Therefore, the distance between the wall surface cross beam 41 and the wall surface template 11 can be further adapted to the wall bodies with different thicknesses or different wall surface inclination angles on the basis of the wall surface supporting piece 2, and the application range of the reinforcing assembly is further widened.
However, due to the oblong structures of the first through hole 421 and the second through hole 311, the connection between the lock nut and each through hole is not stable enough in the direction perpendicular to the wall form 11, when the lateral pressure and other loads applied to the wall form 11 by the casting material in the casting chamber are too large, the tendency of the wall form 11 moving toward the outside is increased, and the wall cross beam 41 is easily pushed by the wall form 11 to slide along the length direction of the first through hole 421 and the second through hole 311, thereby affecting the supporting effect of the wall form 11.
Therefore, in one or more embodiments, two ends of two corresponding vertical columns 3 are connected through a counter screw 34, the counter screw 34 simultaneously penetrates through the two wall formworks 11 and the two vertical columns 3, two ends of the counter screw 34 are respectively provided with a counter nut 35, the counter nuts 35 are used for enabling the two corresponding vertical columns 3 to approach each other, and through the setting of the counter screw 34, the two corresponding vertical columns 3 participate in the extrusion of the two wall formworks 11 under the traction of the counter screw 34, so that the two wall formworks 11 cannot move outwards, thereby sharing the load of the wall cross beam 41;
the opposite-pulling screw rods 34 are also sleeved with pull rod sleeves 112, the pull rod sleeves 112 are positioned between the two wall surface formworks 11 and matched with the wall surface formworks 11 to form a channel for the opposite-pulling screw rods 34 to pass through, so that the opposite-pulling screw rods 34 can not be contacted with a pouring material in the construction process, the opposite-pulling screw rods 34 do not need to be cut off when the opposite-pulling screw rods 34 are taken out of the wall body, and the circulation use of the whole reinforcing component is ensured.
Wherein, the length of split sleeve 112 is unanimous with the thickness of wall body, can support two wall formworks 11, prevents to exert oneself excessively when setting up wall support piece 2 or screwing split screw 34 and leads to wall formworks 11 excessively to draw close, influences wall body shaping quality.
The above-mentioned embodiments are intended to illustrate the objects, technical solutions and advantages of the present invention in further detail, and it should be understood that the above-mentioned embodiments are merely exemplary embodiments of the present invention, and are not intended to limit the scope of the present invention, and any modifications, equivalent substitutions, improvements and the like made within the spirit and principle of the present invention should be included in the scope of the present invention.
Claims (10)
1. A template reinforcing mechanism applied to a cast-in-place wall body is characterized by comprising a template and a reinforcing assembly;
the formwork comprises two wall surface formworks (11) and two side surface formworks (12), and a pouring chamber for pouring a wall body is formed by encircling the two wall surface formworks (11) and the two side surface formworks (12);
the reinforcement assembly comprises a plurality of stand columns (3), the stand columns (3) and the templates can be disassembled to be connected, a plurality of reinforcement frame bodies are arranged on the stand columns (3) along the length direction of the stand columns at intervals, the reinforcement frame bodies surround the formwork at intervals, the reinforcement frame bodies and the wall surface supporting pieces (2) arranged at intervals are clamped between the wall surface formworks (11), and a plurality of side surface supporting pieces are clamped between the side surface formworks (12).
2. The form reinforcing mechanism applied to a cast-in-place wall body as claimed in claim 1, wherein the reinforcing frame comprises two wall surface cross members (41) and two side surface cross members (42);
the two wall surface cross beams (41) are respectively arranged on the outer sides of the two wall surface templates (11), a wall surface clamping gap is formed between each wall surface cross beam (41) and the adjacent wall surface template (11), and a plurality of wall surface supporting pieces (2) are clamped in the wall surface clamping gap; the two side cross beams (42) are respectively arranged on the outer sides of the two side templates (12), a side clamping gap is formed between each side cross beam (42) and the adjacent side template (12), and the side supporting piece is clamped in the side clamping gap.
3. The formwork reinforcing mechanism applied to the cast-in-place wall body is characterized in that the wall surface supporting piece (2) comprises a wall surface reinforcing beam (21), an adjusting piece and two wedges (22), wherein the wall surface reinforcing beam (21) is connected with the adjusting piece, the adjusting piece is connected with the two wedges (22), and the two wedges (22) can be driven to be attached to the wall surface reinforcing beam (21) in a mode of being away from each other;
wherein, wall reinforcing beam (21) can alternate in being in two adjacent wall centre gripping clearances of template with one side, two wedges (22) can insert wall reinforcing beam (21) and constitute respectively under the drive of adjusting part between two wall crossbeams (41) in two wall centre gripping clearances, so that the inboard of wall reinforcing beam (21) closely laminates on the outside side of wall template (11).
4. The formwork reinforcing mechanism applied to the cast-in-place wall body is characterized in that the adjusting piece comprises a threaded rod (23), a sleeve body (24) and two rotating handles (25); one end of the threaded rod (23) is fixed in the middle of the wall reinforcing beam (21), and the other end of the threaded rod extends towards the direction far away from the wall reinforcing beam (21); the sleeve body (24) is sleeved on the threaded rod (23) and can slide along the axial direction of the threaded rod (23), the sleeve body (24) is hinged with one end of each of the two rotating handles (25), and the other end of each of the two rotating handles (25) is hinged with the two wedges (22);
threaded connection has nut (26) on threaded rod (23), nut (26) are located the wall reinforcing beam (21) is kept away from in the cover body (24) one side, and can be right through the rotation the cover body (24) extrude.
5. The form reinforcing mechanism applied to a cast-in-place wall body as claimed in claim 2, wherein in the reinforcing frame body, two ends of the side cross beam (42) are respectively arranged on the two wall cross beams (41) in a sliding manner along the length direction of the wall cross beam (41);
the side support comprises a side main beam (121) fixed to the outer side of the side formwork (12), the side main beam (121) extends along the length direction of the upright post (3), and the side cross beam (42) can be tightly attached to the outer side face of the side main beam (121) through sliding.
6. The formwork reinforcing mechanism applied to the cast-in-place wall body is characterized in that at least four upright posts (3) are arranged, every two of the four upright posts (3) correspond to each other, and the two mutually corresponding upright posts (3) are respectively arranged on the outer sides of the two wall formworks (11);
on the outer side of any wall formwork (11), the upright posts (3) are respectively connected with all the wall cross beams (41) on the side in a sliding manner along the length direction of the wall cross beams (41).
7. The formwork reinforcing mechanism applied to the cast-in-place wall body is characterized in that a plurality of connecting plates (31) are arranged on the upright column (3) at intervals along the length direction of the upright column, the connecting plates (31) are respectively connected with different wall surface cross beams (41) in a sliding mode, U-shaped grooves (32) are formed in the inner sides of the connecting plates (31), wall surface main beams (111) capable of being clamped into all the U-shaped grooves (32) in the same upright column (3) are arranged on the outer sides of the wall surface formwork (11), and the wall surface main beams (111) are arranged along the length direction of the upright column (3);
be equipped with the screw hole on the cell wall in U type groove (32), wear to be equipped with first bolt (33) in the screw hole, first bolt (33) can extrude wall girder (111) that are in U type groove (32), and then with U type groove (32) cooperation is realized fixed to the centre gripping of wall girder (111).
8. The formwork reinforcing mechanism applied to the cast-in-place wall body is characterized in that two ends of the side cross beam (42) are provided with first through holes (421), the connecting plate (31) is provided with second through holes (311), the wall cross beam (41) is provided with a C-shaped groove (411) along the length direction of the wall cross beam, two ends of the C-shaped groove (411) are respectively provided with a plurality of second bolts (412) used for penetrating through the first through holes (421) and the second through holes (311), the head of each second bolt (412) is slidably arranged in the C-shaped groove (411), and the threaded end of each second bolt (412) is provided with a locking nut used for clamping a notch of the C-shaped groove (411) and the first through hole (421) or the second through hole (311).
9. The formwork reinforcing mechanism applied to the cast-in-place wall body is characterized in that the first through hole (421) and the second through hole (311) are of an oval structure, and the length directions of the first through hole (421) and the second through hole (311) are vertically directed to the adjacent wall formwork (11).
10. The formwork reinforcing mechanism applied to the cast-in-place wall body is characterized in that two ends of two corresponding upright columns (3) are connected through a counter-pulling screw rod (34), the counter-pulling screw rod (34) simultaneously penetrates through two wall formworks (11) and the two upright columns (3), two ends of the counter-pulling screw rod (34) are respectively provided with a counter-pulling nut (35), and the counter-pulling nuts (35) are used for enabling the two corresponding upright columns (3) to be close to each other;
still overlap on split screw (34) and be equipped with pull rod sleeve pipe (112), pull rod sleeve pipe (112) are in between two wall template (11), and with wall template (11) cooperation forms the confession the passageway that split screw (34) passed.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210847464.0A CN114991461B (en) | 2022-07-19 | 2022-07-19 | Template reinforcing mechanism applied to cast-in-situ wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210847464.0A CN114991461B (en) | 2022-07-19 | 2022-07-19 | Template reinforcing mechanism applied to cast-in-situ wall |
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| CN114991461A true CN114991461A (en) | 2022-09-02 |
| CN114991461B CN114991461B (en) | 2024-04-09 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202210847464.0A Active CN114991461B (en) | 2022-07-19 | 2022-07-19 | Template reinforcing mechanism applied to cast-in-situ wall |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN119321224A (en) * | 2024-12-18 | 2025-01-17 | 内蒙古河源水利水电工程建设有限责任公司 | Combined template device for wall construction |
| CN119321224B (en) * | 2024-12-18 | 2025-04-15 | 内蒙古河源水利水电工程建设有限责任公司 | A combined formwork device for wall construction |
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| GB1239153A (en) * | 1968-08-08 | 1971-07-14 | ||
| KR200342749Y1 (en) * | 2003-11-14 | 2004-02-18 | 주식회사 미래에스에프이 | Device For Connecting Concrete Form |
| KR20060035296A (en) * | 2004-10-22 | 2006-04-26 | 최호진 | Flat tie and support pipe structure for fixing concrete formwork and construction method using them |
| CN206289619U (en) * | 2016-10-27 | 2017-06-30 | 中国航天建设集团有限公司 | Guide wall form board mounting structure and wall casting system |
| CN212002304U (en) * | 2020-01-08 | 2020-11-24 | 中国建筑第八工程局有限公司 | Positioning device for fixing arc-shaped template |
| CN217759991U (en) * | 2022-07-19 | 2022-11-08 | 四川省第六建筑有限公司 | Pouring template reinforcing device |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| GB1239153A (en) * | 1968-08-08 | 1971-07-14 | ||
| KR200342749Y1 (en) * | 2003-11-14 | 2004-02-18 | 주식회사 미래에스에프이 | Device For Connecting Concrete Form |
| KR20060035296A (en) * | 2004-10-22 | 2006-04-26 | 최호진 | Flat tie and support pipe structure for fixing concrete formwork and construction method using them |
| CN206289619U (en) * | 2016-10-27 | 2017-06-30 | 中国航天建设集团有限公司 | Guide wall form board mounting structure and wall casting system |
| CN212002304U (en) * | 2020-01-08 | 2020-11-24 | 中国建筑第八工程局有限公司 | Positioning device for fixing arc-shaped template |
| CN217759991U (en) * | 2022-07-19 | 2022-11-08 | 四川省第六建筑有限公司 | Pouring template reinforcing device |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN119321224A (en) * | 2024-12-18 | 2025-01-17 | 内蒙古河源水利水电工程建设有限责任公司 | Combined template device for wall construction |
| CN119321224B (en) * | 2024-12-18 | 2025-04-15 | 内蒙古河源水利水电工程建设有限责任公司 | A combined formwork device for wall construction |
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| Publication number | Publication date |
|---|---|
| CN114991461B (en) | 2024-04-09 |
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