CN220889446U - Template reinforced structure and plank sheathing - Google Patents

Template reinforced structure and plank sheathing Download PDF

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Publication number
CN220889446U
CN220889446U CN202322424807.5U CN202322424807U CN220889446U CN 220889446 U CN220889446 U CN 220889446U CN 202322424807 U CN202322424807 U CN 202322424807U CN 220889446 U CN220889446 U CN 220889446U
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China
Prior art keywords
template
supporting rod
formwork
rod
screw
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CN202322424807.5U
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Chinese (zh)
Inventor
李鸿飞
吴海翔
钟泳
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China Construction Fourth Engineering Division Corp Ltd
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China Construction Fourth Engineering Division Corp Ltd
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Priority to CN202322424807.5U priority Critical patent/CN220889446U/en
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Abstract

The present disclosure provides a template reinforced structure and plank sheathing, wherein, template reinforced structure includes the template, have the interval that is used for pouring the wall body between the template, still include the messenger the relatively fixed reinforced structure in position between the template, reinforced structure includes: the vertical supporting rod is arranged between the transverse supporting rod and the template, and the axial direction of the vertical supporting rod is consistent with the height direction of the wall body; the axial direction of the transverse supporting rod is perpendicular to the axial direction of the vertical supporting rod; through adding a plurality of strengthening ribs in the atress portion that the horizontal bracing piece had, the strengthening rib has formed a plurality of cross-sections and has been polygonal cavity in the atress portion to reinforcing horizontal bracing piece comes from horizontal pressure, the structural strength of increase makes horizontal bracing piece be difficult for crooked, can also reduce the weight of horizontal bracing piece simultaneously, makes horizontal bracing piece manufacturing production more easily.

Description

Template reinforced structure and plank sheathing
Technical Field
The disclosure relates to the technical field of formwork reinforcement and installation, in particular to a formwork reinforcement structure and a wood formwork.
Background
In the construction process of the wall body, the templates are required to be erected firstly, then gaps between the templates are filled with cement, the positions of the templates are required to be fixed before the cement is solidified, the templates cannot be displaced, in the existing construction scene, the templates are positioned by adding reinforcing members at two ends of a screw rod and then adopting vertical supporting rods which are vertically arranged and steel pipes which are transversely arranged, the steel pipes are easy to bend and deform under long-term use, and finally the steel pipes cannot be used.
Disclosure of utility model
The utility model aims to solve the problems and provide a formwork reinforcing structure and a wood formwork.
The technical scheme of the present disclosure is realized as follows:
In a first aspect, the present disclosure provides a formwork reinforcing structure comprising formworks having a space therebetween for casting a wall, and further comprising a reinforcing structure for fixing a position between the formworks relative to each other, the reinforcing structure comprising:
the axial direction of the vertical supporting rod is consistent with the height direction of the wall body;
the vertical supporting rod is arranged between the horizontal supporting rod and the template, and the axial direction of the horizontal supporting rod is perpendicular to the axial direction of the vertical supporting rod;
The screw rod penetrates through the wall body and the template through the through holes, two ends of the screw rod extend out of the template, the axial direction of the screw rod is consistent with the width direction of the wall body, and the position of the screw rod is staggered with the position of the vertical supporting rod;
reinforcing members movably fixed at both ends of the screw so that the vertical support rods and the horizontal support rods are closely attached to the templates;
The transverse support rod comprises a steel part and a connecting shaft which enables a fixed gap to be reserved between the steel parts, stress parts are arranged on the lateral sides of the steel part in the width direction, and the stress parts on the two sides of the steel part are respectively abutted against the reinforcement and the vertical support rod;
a plurality of reinforcing ribs are further arranged in the stress part, so that a cavity with a polygonal section is formed in the stress part.
The advantages or beneficial effects in the technical scheme at least comprise:
Through adding a plurality of strengthening ribs in the atress portion that the horizontal bracing piece had, the strengthening rib has formed a plurality of cross-sections and has been polygonal cavity in the atress portion to reinforcing horizontal bracing piece comes from horizontal pressure, the structural strength of increase makes horizontal bracing piece be difficult for crooked, can also reduce the weight of horizontal bracing piece simultaneously, makes horizontal bracing piece manufacturing production more easily.
In a second aspect, the present disclosure also provides a wood form comprising alternating wood forms and planks, the perforations being open on the planks.
The advantages or beneficial effects in the technical scheme at least comprise: the wood template can be used in the next step only by replacing the batten without replacing the whole wood template when the batten is cracked due to long-term use, so that the cost is saved, and the wood template is green and environment-friendly.
Drawings
The accompanying drawings, which are included to provide a further understanding of the disclosure and are incorporated in and constitute a part of this specification, illustrate exemplary implementations of the disclosure and together with the description serve to explain the principles of the disclosure.
FIG. 1 shows a schematic view of a reinforcing structure;
FIG. 2 shows a schematic cross-sectional view of a reinforcing structure;
FIG. 3 shows an enlarged schematic view of region A of FIG. 2;
FIG. 4 shows an assembled schematic view of a reinforcing structure;
FIG. 5 shows a cross-sectional view of the transverse strut;
FIG. 6 shows a schematic view of a support assembly;
Reference numerals: 10. a template; 11. a wood form; 12. a slat; 20. a wall body; 121. perforating; 30. a reinforcing structure; 31. a vertical support rod; 32. a transverse support bar; 321. a steel part; 322. a connecting shaft; 323. a force receiving part; 3231. a tilting end; 3232. reinforcing ribs; 3233. a polygonal cavity; 324. a slope surface; 33. a screw; 34. a reinforcement; 341. a gasket; 342. a nut; 3411. a grapple; 343. a support assembly; 3431. a first fixing seat; 3432. the second fixing seat; 3433. a long diagonal brace; 3434. short diagonal braces; 3435. and a supporting seat.
Detailed Description
Embodiments of the present disclosure will be described in more detail below with reference to the accompanying drawings. While certain embodiments of the present disclosure have been shown in the accompanying drawings, it is to be understood that the present disclosure may be embodied in various forms and should not be construed as limited to the embodiments set forth herein, but are provided to provide a more thorough and complete understanding of the present disclosure. It should be understood that the drawings and embodiments of the present disclosure are for illustration purposes only and are not intended to limit the scope of the present disclosure.
In addition, embodiments of the present disclosure and features of the embodiments may be combined with each other without conflict. The present disclosure will be described in detail below with reference to the accompanying drawings in conjunction with embodiments.
It should be understood that the term "include" and variations thereof as used herein are intended to be open-ended, i.e., "including but not limited to. The term "based on" is based at least in part on. The term "one embodiment" means "at least one embodiment"; the term "another embodiment" means "at least one additional embodiment"; the term "some embodiments" means "at least some embodiments. Related definitions of other terms will be given in the description below. It should be noted that the terms "first," "second," and the like in this disclosure are merely used to distinguish between different devices, modules, or units and are not used to define an order or interdependence of functions performed by the devices, modules, or units.
It should be noted that references to "one", "a plurality" and "a plurality" in this disclosure are intended to be illustrative rather than limiting, and those of ordinary skill in the art will appreciate that "one or more" is intended to be understood as "one or more" unless the context clearly indicates otherwise.
The names of messages or information interacted between the various devices in the embodiments of the present disclosure are for illustrative purposes only and are not intended to limit the scope of such messages or information.
A formwork 10 reinforcing structure 30 comprising formworks 10 with a space between the formworks 10 for casting a wall 20, and a reinforcing structure 30 for fixing the position between the formworks 10 relative to each other, the reinforcing structure 30 comprising: the vertical supporting rod 31, the axial direction of the vertical supporting rod 31 is consistent with the height direction of the wall body 20; the transverse supporting rod 32 and the vertical supporting rod 31 are arranged between the template 10, and the axial direction of the transverse supporting rod 32 is perpendicular to the axial direction of the vertical supporting rod 31; the screw rod 33 is provided with a perforation 121 on the template 10, the screw rod 33 penetrates through the wall body 20 and the template 10 through the perforation 121, both ends of the screw rod 33 extend out of the template 10, the axial direction of the screw rod 33 is consistent with the width direction of the wall body 20, and the position of the screw rod 33 is staggered with the position of the vertical supporting rod 31; during installation, the screw 33 penetrates through the template 10 and the template 10 through the perforation 121, and both ends extend out of the template 10, and the axial direction of the screw 33 is consistent with the width direction of the wall body 20; the vertical support rod 31 is installed between the horizontal support rod 32 and the template 10, the position of the vertical support rod 31 is staggered with the position of the screw rod 33, the reinforcing members 34 are movably fixed at two ends of the screw rod 33, an installer can attach the vertical support rod 31 and the horizontal support rod 32 to the template 10 by moving the position of the reinforcing members 34 on the screw rod 33 and fixing the reinforcing members on the screw rod 33, the reinforcing members 34 can enable the horizontal support rod 32 to attach to the vertical support rod 31 transversely, the template 10 is pressed through the vertical support rod 31, and thrust is dispersed to the surface of the template 10 through the horizontal support rod 32 and the vertical support rod 31, so that the effect of positioning the template 10 is achieved.
Based on the above structure, the transverse support rod 32 includes the steelwork 321 and the connecting shaft 322 which leaves the fixed gap between the steelwork 321, the screw 33 passes through and extends out from the gap, as shown in fig. 5, the steelwork 321 is provided with two, and is connected by the connecting shaft 322, the sides of the steelwork 321 in the width direction are all provided with the stress part 323, the stress parts 323 at the two sides of the steelwork 321 are respectively abutted with the reinforcement 34 and the vertical support rod 31; the stress portion 323 is further internally provided with a plurality of reinforcing ribs 3232, as shown in fig. 5, so that a cavity with a polygonal cross section is formed in the stress portion 323, two sides of the reinforcing ribs 3232 are respectively connected with the inner wall of the stress portion 323, and the reinforcing ribs 3232 and the steel piece 321 form an included angle so as to support the inside of the stress portion 323, so that the transverse supporting rod 32 is not easy to bend and deform, and the structural strength is improved.
In another embodiment, as shown in fig. 5, the reinforcing ribs 3232 are provided in two such that the cavity of the force receiving portion 323 is divided into three polygonal cavities 3233, the polygonal cavities 3233 are cavities of triangular cross section, preferably, triangles are right triangles, one of right triangle sides is close to both sides of the lateral support bar 32, and one of the reinforcing ribs 3232 is arranged in a direction parallel to the lateral support bar 32 to avoid deformation thereof, further resisting the pressure from the reinforcing member 34 and the vertical support bar 31.
Based on the above structure, the two sides of the stress portion 323 are provided with the tilting ends 3231, so that the area of the stress portion 323 in the width direction is larger than the area of the steel 321 in the width direction, the pressure applied to the transverse support rod 32 is reduced by increasing the stress area, the structural strength of the transverse support rod 32 is increased, the tilting ends 3231 are provided with the tilting surfaces 324 on the sides close to each other, a cavity with a right-angled triangle cross section is further formed, the right-angled edges of the cavity are close to the edge of the stress portion 323, support can be provided for the tilting ends 3231, bending of the tilting ends 3231 due to tight adhesion of fixing pieces is avoided, and the steel 321 is of a hollow structural design, so that the weight of the transverse support rod 32 can be further reduced.
Based on the above structure, as shown in fig. 3, the reinforcement 34 is a spacer 341 sleeved on the screw 33 and a nut 342 in threaded fit with the screw 33, the spacer 341 is abutted against the transverse support rod 32 and located between the nut 342 and the transverse support rod 32, and a user can tighten the spacer 341 by sleeving the spacer 341 on the screw 33 and rotating the nut 342 to make the spacer 341 tightly contact the transverse support rod 32; as shown in fig. 3, the spacer 341 has a plurality of hooks 3411, and the tilting end 3231 can be inserted into the slot of the hooks 3411, so that the fastening between the spacer 341 and the transverse support rod 32 can be further improved, and the deflection displacement of the spacer 341 is avoided.
In another embodiment, as shown in fig. 1, 2 and 6, the reinforcing structure 30 further comprises: a support assembly 343, the support assembly 343 comprising: the first fixing base 3431, the second fixing base 3432 and the nut 342, wherein the first fixing base 3431 and the second fixing base 3432 are fixed on the screw 33 through the nut 342; a support base 3435, the support base 3435 being fixed on the ground; the long diagonal brace 3433 and the short diagonal brace 3434, one end of the long diagonal brace 3433 is hinged with the first fixed seat 3431, the other end of the long diagonal brace 3433 is hinged with the supporting seat 3435, one end of the short diagonal brace 3434 is hinged with the second fixed seat 3432, and the other end of the short diagonal brace is hinged with the supporting seat 3435, so that a triangular structure is formed, the transverse supporting rod 32 and the vertical supporting rod 31 are attached to the formwork 10, meanwhile, the formwork 10 is prevented from collapsing, and the wall surface with a higher height can be suitable for a wall surface.
The embodiment of the utility model also provides a wood form 11, which comprises the form 10 of any one of the above, wherein the form 10 comprises the wood form 11 and the battens 12 which are alternately arranged, the perforations 121 are arranged on the battens 12 instead of the wood form 11, the perforation 121 is easy to crack the battens 12 due to expansion of cement after repeated use for a plurality of times, and the battens 12 need to be replaced at the moment, and the size of the battens 12 is smaller than that of the wood form 11, so that the cost and the resources can be saved compared with the prior art.
In the description of the present disclosure, it should be noted that the directions or positional relationships indicated by the terms "center", "upper", "lower", "left", "right", "lateral", "vertical", "inner", "outer", etc. are based on the directions or positional relationships shown in the drawings, are merely for convenience of describing the present disclosure and simplifying the description, and do not indicate or imply that the apparatus or element to be referred to must have a specific direction, be configured and operated in the specific direction, and thus should not be construed as limiting the present disclosure.
It will be appreciated by those skilled in the art that the above-described embodiments are merely for clarity of illustration of the disclosure, and are not intended to limit the scope of the disclosure. Other variations or modifications will be apparent to persons skilled in the art from the foregoing disclosure, and such variations or modifications are intended to be within the scope of the present disclosure.

Claims (8)

1. A formwork reinforcement structure comprising formworks (10), said formworks (10) having a spacing therebetween for casting walls (20), characterized in that: further comprising a reinforcing structure (30) for fixing the position between the templates (10) relative to each other, the reinforcing structure (30) comprising:
A vertical support rod (31), wherein the axial direction of the vertical support rod (31) is consistent with the height direction of the wall body (20);
the vertical supporting rod (31) is arranged between the horizontal supporting rod (32) and the template (10), and the axial direction of the horizontal supporting rod (32) is perpendicular to the axial direction of the vertical supporting rod (31);
The screw rod (33) is provided with a perforation (121) on the template (10), the screw rod (33) penetrates through the wall body (20) and the template (10) through the perforation (121), both ends of the screw rod extend out of the template (10), the axial direction of the screw rod (33) is consistent with the width direction of the wall body (20), and the position of the screw rod (33) is staggered with the position of the vertical supporting rod (31);
Reinforcing members (34) movably fixed to both ends of the screw (33) so as to make the vertical support bar (31) and the lateral support bar (32) closely contact with the form (10);
The transverse support rod (32) comprises a steel part (321) and a connecting shaft (322) for enabling a fixed gap to be reserved between the steel parts (321), stress parts (323) are arranged on the lateral sides of the steel part (321) in the width direction, and the stress parts (323) on the two sides of the steel part (321) are respectively abutted against the reinforcing part (34) and the vertical support rod (31);
A plurality of reinforcing ribs (3232) are further arranged in the stress part (323) so that a cavity with a polygonal section is formed in the stress part (323).
2. A formwork reinforcing structure as claimed in claim 1, wherein: the polygonal cavity (3233) is a cavity with a triangular cross section.
3. A formwork reinforcing structure as claimed in any one of claims 1-2, wherein: the two sides of the force receiving part (323) are provided with tilting ends (3231) so that the area of the force receiving part (323) in the width direction is larger than that of the steel part (321).
4. A formwork reinforcing structure as claimed in claim 3, wherein: one side of the tilting end (3231) close to each other is provided with a slope surface (324).
5. A formwork reinforcing structure as claimed in claim 3, wherein: the reinforcement (34) is a gasket (341) sleeved on the screw (33) and a nut (342) in threaded fit with the screw (33), and the gasket (341) is abutted against the transverse supporting rod (32) and is positioned between the nut (342) and the transverse supporting rod (32).
6. A form reinforcement structure as set forth in claim 5, wherein: the gasket (341) is provided with a plurality of grapples (3411), and the tilted end (3231) can be embedded into the clamping groove of the grapples (3411).
7. A formwork reinforcing structure as claimed in claim 1, wherein: the reinforcing structure (30) further comprises: -a support assembly (343), the support assembly (343) comprising:
The device comprises a first fixed seat (3431), a second fixed seat (3432) and a nut (342), wherein the first fixed seat (3431) and the second fixed seat (3432) are fixed on the screw (33) through the nut (342);
a support (3435), the support (3435) being fixed to the ground;
The long diagonal brace (3433) and short diagonal brace (3434), the one end of long diagonal brace (3433) with first fixing base (3431) is articulated, the other end with supporting seat (3435) is articulated, the one end of short diagonal brace (3434) is articulated with second fixing base (3432), the other end is articulated with supporting seat (3435).
8. A wood form, characterized in that: a formwork (10) comprising the formwork of any one of claims 1-7, said formwork (10) comprising alternating wood formworks (11) and slats (12), said perforations (121) being open on said slats (12).
CN202322424807.5U 2023-09-06 2023-09-06 Template reinforced structure and plank sheathing Active CN220889446U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202322424807.5U CN220889446U (en) 2023-09-06 2023-09-06 Template reinforced structure and plank sheathing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202322424807.5U CN220889446U (en) 2023-09-06 2023-09-06 Template reinforced structure and plank sheathing

Publications (1)

Publication Number Publication Date
CN220889446U true CN220889446U (en) 2024-05-03

Family

ID=90840758

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202322424807.5U Active CN220889446U (en) 2023-09-06 2023-09-06 Template reinforced structure and plank sheathing

Country Status (1)

Country Link
CN (1) CN220889446U (en)

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