CN210239146U - Auxiliary system of non-standard structure formwork of building - Google Patents
Auxiliary system of non-standard structure formwork of building Download PDFInfo
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- CN210239146U CN210239146U CN201920645831.2U CN201920645831U CN210239146U CN 210239146 U CN210239146 U CN 210239146U CN 201920645831 U CN201920645831 U CN 201920645831U CN 210239146 U CN210239146 U CN 210239146U
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Abstract
The utility model relates to an auxiliary system of non-standard structure formwork of building. Inner holes are sequentially formed in the inner semi-circles of the semi-circle retaining ring a and the semi-circle retaining ring b, convex lobes are arranged on the outer side edges, and two outer holes are formed in the convex lobes; wedge-shaped grooves are formed in the two tail ends of the half-ring retaining ring a and the half-ring retaining ring b; the reverse sides of the half-ring retaining ring a and the half-ring retaining ring b are fixed through fastening bolts to form a single whole-ring guard; the two single full-circle protectors are overlapped and fixed through fastening bolts to form a double-body full-circle protector; the utility model adopts the A section ring guard frame, the B section ring guard frame and the C section ring guard frame to form a formwork supporting auxiliary mechanism together; the formwork supporting auxiliary mechanism formed by the section A ring protection frame, the section B ring protection frame and the section C ring protection frame is a single system, and the structural scheme of a system group formed by 1-8 single systems realizes the auxiliary system formation of the non-standard structure formwork supporting of the building and ensures the fixed-point formwork supporting of any spatial position of the non-standard structure formwork.
Description
Technical Field
The utility model relates to an auxiliary system of non-standard structure formwork of building.
Background
The building formwork is a temporary supporting structure, which is manufactured according to the design requirements, so that the concrete structure and the members are formed according to the specified positions and geometric dimensions, the correct positions of the concrete structure and the members are kept, and the self weight of the building formwork and the external load acting on the building formwork are borne. The purpose of the template engineering is to ensure the quality and the construction safety of the concrete engineering, accelerate the construction progress and reduce the engineering cost. The traditional formwork supporting structures are simple in structure and are of geometric structures, so that the formwork is simple in customization, and pillars supported by the supporting structures are convenient to arrange; but the formwork is displayed in a very troublesome way for some non-standard structures of buildings, such as some ancient buildings, nodes of landmark buildings and the like, because the formwork is designed by completely lofted graphics without reference to geometric figures, and a special auxiliary system is needed for the formwork.
Disclosure of Invention
The utility model aims at providing an auxiliary system of non-standard structure formwork of building.
The utility model provides a following technical scheme is adopted to its foretell technical problem: an auxiliary system for a non-standard structure formwork of a building mainly comprises: the support rod, the semi-ring guard ring a, the inner hole, the outer hole, the semi-ring guard ring b, the convex petal, the fastening bolt piece, the clamping rod bolt, the rod groove, the vertical rod, the cross pin rod, the end angle hoop piece, the rod sleeving hole, the L-shaped base, the inserted rod hole, the support vertical rod, the positioning base, the sliding frame and the threaded rod are sequentially arranged on the inner side semicircles of the semi-ring guard ring a and the semi-ring guard ring b, the outer side edge of the semi-ring guard ring a is provided with the convex petal, and the convex petal is provided with two outer holes; wedge-shaped grooves are formed in the two tail ends of the half-ring retaining ring a and the half-ring retaining ring b; the reverse sides of the half-ring retaining ring a and the half-ring retaining ring b are fixed through fastening bolts to form a single whole-ring guard; the two single full-circle protectors are overlapped and fixed through fastening bolts to form a double-body full-circle protector;
a clamping rod bolt is arranged on the inner hole, a rod groove is milled in one side of the inner part of the rivet end of the clamping rod bolt, and a support rod is clamped in the rod groove;
the bottom of the positioning base is provided with a channel pipe, a transverse pin rod is transversely arranged in the channel pipe, and end angle hoop members are fixed at the two tail ends of the transverse pin rod; the end angle hoop part is formed by welding a fixed sleeve rod hole on the inner concave surface of an L-shaped base and forming a hole at the horizontal end of the L-shaped base; a bracket vertical rod is arranged in a hole formed at the horizontal end of the L-shaped base; a screw rod notch is formed in the top of the positioning base in the longitudinal position, a threaded rod is screwed into the tail end of the screw rod notch, a sliding frame is screwed into the threaded rod, the sliding frame and the screw rod notch are in a parallel arrangement structure, and a screw rod is arranged in the center of the top of the sliding frame;
the two single ring protectors are mutually supported through the vertical rod, and the two tail ends of the vertical rod are screwed into respective inner holes to form a ring protector frame at the section A; the double-body whole ring protector is a B-section ring protector frame; the A section of the ring guard frame is reversely provided with a vertical rod, and the C section of the ring guard frame is arranged;
the sliding frames are arranged on the outer holes at the two symmetrical ends under the A section of the ring-protecting frame through screws; the tail ends of the vertical rods of the two ends of the support are fastened in the outer holes of the B-section ring protection frame through nuts; the sliding frames are arranged on the outer holes at the two symmetrical ends of the C-section ring guard frame through screws; the tail ends of the vertical rods of the two ends of the support are fastened in the outer holes of the B-section ring protection frame through nuts;
the A section of the ring protection frame, the B section of the ring protection frame and the C section of the ring protection frame form a formwork supporting auxiliary mechanism together.
Further, the tail ends of the support rods are fixed with templates, and the shapes of the templates are customized according to the nonstandard structure of the building.
Furthermore, the diameter of the single full-circle protector is the same as that of the double-body full-circle protector, and the range of the single full-circle protector is 0.5-2 m.
Further, the bottom of the C-section ring guard is fastened on the ground base plate through bolts.
Further, the length of the screw rod of the threaded rod is 0.2-0.5 m.
Furthermore, the formwork supporting auxiliary mechanism formed by the section A of the ring protection frame, the section B of the ring protection frame and the section C of the ring protection frame is a single system, and the system group is formed by 1-8 single systems.
Furthermore, the skid spatial positions fixed at the upper end and the lower end of the B-section ring guard have two structures: parallel or criss-cross arrangement.
Furthermore, the upright rod is a threaded rod, and a protective sleeve is sleeved on the threaded rod.
The utility model has the advantages that: the A section of ring protection frame, the B section of ring protection frame and the C section of ring protection frame form a formwork supporting auxiliary mechanism together; the formwork supporting auxiliary mechanism formed by the section A ring protection frame, the section B ring protection frame and the section C ring protection frame is a single system, and the structural scheme of a system group formed by 1-8 single systems realizes the auxiliary system formation of the non-standard structure formwork supporting of the building and ensures the fixed-point formwork supporting of any spatial position of the non-standard structure formwork.
Drawings
Fig. 1 is the whole structure diagram of the auxiliary system of the non-standard structure formwork of the building of the utility model.
Fig. 2 is the assembly structure diagram of the a section guard frame and the B section guard frame of the auxiliary system of the non-standard structure formwork of the building.
Fig. 3 is a structural diagram of an a-section guard frame assembling sliding frame device of an auxiliary system of a non-standard structure formwork of a building.
Fig. 4 is the assembly structure diagram of the C-section guard frame and the B-section guard frame of the auxiliary system of the non-standard structure formwork of the building.
Fig. 5 is a single whole-circle protection explosion structure diagram of the auxiliary system of the non-standard structure formwork of the building of the present invention.
Fig. 6 is a structural diagram of an end angle hoop of an auxiliary system of a non-standard structure formwork of a building.
Fig. 7 is a core structure diagram of the whole formwork-supporting mobile device of the auxiliary system of the non-standard structure formwork-supporting of the building of the present invention.
Fig. 8 is a structure diagram of the clamping bar bolt of the auxiliary system of the non-standard structure formwork of the building of the present invention.
Fig. 9 is a double-body whole-circle explosion-protection structure diagram of the auxiliary system of the non-standard structure formwork of the building of the present invention.
In the figure, 1-stay bar, 2-half-turn retaining ring a, 21-inner hole, 22-outer hole, 3-half-turn retaining ring b, 31-convex lobe, 4-fastening bolt piece, 5-clamping rod bolt, 51-rod groove, 6-upright rod, 7-cross pin rod, 8-end angle hoop piece, 81-sleeve rod hole, 82-L-shaped base, 822-inserting rod hole, 9-support upright rod, 10-positioning base, 11-sliding rack and 12-threaded rod.
Detailed Description
The following description of the present invention will be made in detail with reference to the accompanying drawings 1 to 9.
Example (b): an auxiliary system for a non-standard structure formwork of a building mainly comprises: the support rod comprises a support rod 1, a half-ring guard ring a2, an inner hole 21, an outer hole 22, a half-ring guard ring b3, a convex flap 31, a fastening bolt piece 4, a clamping rod bolt 5, a rod groove 51, an upright rod 6, a transverse pin rod 7, an end corner hoop piece 8, a loop rod hole 81, an L-shaped base 82, an inserting rod hole 822, a support vertical rod 9, a positioning base 10, a sliding frame 11 and a threaded rod 12, wherein the inner hole 21 is formed on the inner side semicircles of the half-ring guard ring a2 and the half-ring guard ring b3 in sequence, the convex flap 31 is arranged on the outer side, and the convex flap 31 is provided with two outer holes 22; wedge grooves are formed at the two tail ends of the half-ring guard ring a2 and the half-ring guard ring b 3; the reverse surfaces of the half-ring guard a2 and the half-ring guard b3 are fixed by fastening bolts 4 to form a single whole-ring guard; the two single full-circle protectors are overlapped and fixed through fastening bolts 4 to form a double-body full-circle protector;
a clamping rod bolt 5 is arranged in the inner hole 21, a rod groove 51 is milled in one side of the inner part of the rivet end of the clamping rod bolt 5, and a support rod 1 is clamped in the rod groove 51;
a channel pipe is arranged at the bottom of the positioning base 10, a transverse pin rod 7 is transversely arranged in the channel pipe, and end angle hoop parts 8 are fixed at the two tail ends of the transverse pin rod 7; the end corner hoop member 8 is formed by welding a fixed sleeve rod hole 81 on the inner concave surface of an L-shaped base 82 and forming a hole at the horizontal end of the L-shaped base 82; a support vertical rod 9 is arranged in a hole formed at the horizontal end of the L-shaped base 82; a screw rod notch is formed in the top longitudinal position of the positioning base 10, a threaded rod 12 is screwed into the tail end of the screw rod notch, a sliding frame 11 is screwed into the threaded rod 12, the sliding frame 11 and the screw rod notch are in a parallel arrangement structure, and a screw rod is arranged in the center of the top of the sliding frame 11;
the two single ring protectors are mutually supported through the upright stanchion 6, and the two tail ends of the upright stanchion 6 are screwed into the respective inner holes 21 to form a section A ring protector frame; the double-body whole ring protector is a B-section ring protector frame; the A section of the ring guard frame is reversely provided with a C section of the ring guard frame of the upright stanchion 6;
the sliding frames 11 are arranged on the outer holes 22 at the lower symmetrical two ends of the A section of the ring guard frame through screws; the tail ends of the vertical rods 9 of the two ends of the support are fastened in the outer holes 22 of the B-section ring protection frame through nuts; the sliding frames 11 are arranged on the outer holes 22 at the two symmetrical ends of the C-section ring guard frame through screws; the tail ends of the vertical rods 9 of the two ends of the support are fastened in the outer holes 22 of the B-section ring protection frame through nuts;
the A section of the ring protection frame, the B section of the ring protection frame and the C section of the ring protection frame form a formwork supporting auxiliary mechanism together.
The end of the support rod 1 is fixed with a template, and the shape of the template is customized according to the nonstandard structure of the building.
The diameter of the single full-circle protector is the same as that of the double-body full-circle protector, and the range is 0.5-2 m.
The bottom of the C-section ring guard is fastened on the ground base plate through bolts.
The length of the threaded rod 12 is 0.2-0.5 m.
The formwork supporting auxiliary mechanism formed by the section A ring protection frame, the section B ring protection frame and the section C ring protection frame is a single system, and the system group is formed by 1-8 single systems.
The spatial positions of the skid frames 11 fixed at the upper end and the lower end of the B-section ring guard frame have two structures: parallel or criss-cross arrangement.
The upright rod 6 is a threaded rod, and a protective sleeve is sleeved on the threaded rod.
The core of the utility model lies in that the formwork supporting auxiliary mechanism formed by the A section ring protection frame, the B section ring protection frame and the C section ring protection frame is a single system, and the system group is formed by 1-8 single systems; because the A section of the ring protection frame, the B section of the ring protection frame and the C section of the ring protection frame can be structurally adjusted according to the requirements of actual design drawings.
The specific structure adjustment principle is as follows: the relative displacement between the sliding frame 11 and the threaded rod 12 can be caused by screwing the threaded rod 12, and the translation can be caused in the position between the A-section retainer and the B-section retainer in the horizontal direction in the process; or the C section of the ring guard frame and the B section of the ring guard frame translate in the position in the other horizontal direction, the C section of the ring guard frame and the B section of the ring guard frame translate with each other to form a coordinate in the horizontal position, and theoretically, the positioning can be realized at any point in the ring.
Besides the integral movement adjustment, the length of the stay bar 1 can be adjusted by clamping and stretching, and the stay bar 1 is clamped and fixed by the clamping bar bolt 5, so that the length of a supported bar can be adjusted to meet the requirement of the shape of a formwork designed by a drawing.
Claims (8)
1. An auxiliary system for a non-standard structure formwork of a building mainly comprises: vaulting pole (1), half circle retaining ring a (2), hole (21), outer hole (22), half circle retaining ring b (3), convex valve (31), fastening bolt spare (4), clamping bar bolt (5), pole groove (51), pole setting (6), horizontal pin pole (7), end angle hooping spare (8), loop bar hole (81), L shape base (82), inserted bar hole (822), support montant (9), positioning base (10), skid (11), threaded rod (12), its characterized in that: inner holes (21) are sequentially formed in the inner semi-circles of the semi-ring guard ring a (2) and the semi-ring guard ring b (3), convex lobes (31) are arranged on the outer side edges, and two outer holes (22) are formed in the convex lobes (31); wedge grooves are formed in the two tail ends of the half-ring retaining ring a (2) and the half-ring retaining ring b (3); the reverse sides of the half-ring guard ring a (2) and the half-ring guard ring b (3) are fixed through fastening bolt pieces (4) to form a single whole-ring guard; the two single full-circle protectors are overlapped and fixed through fastening bolts (4) to form a double-body full-circle protector;
a clamping rod bolt (5) is arranged in the inner hole (21), a rod groove (51) is milled in one side of the inner part of the rivet end of the clamping rod bolt (5), and a support rod (1) is clamped in the rod groove (51);
a channel pipe is arranged at the bottom of the positioning base (10), a cross pin rod (7) is transversely arranged in the channel pipe, and end angle hooping parts (8) are fixed at the two tail ends of the cross pin rod (7); the end corner hoop part (8) is formed by welding a fixed sleeve rod hole (81) on the inner concave surface of an L-shaped base (82) and forming a hole at the horizontal end of the L-shaped base (82); a support vertical rod (9) is arranged in a hole formed at the horizontal end of the L-shaped base (82); a screw rod notch is formed in the top longitudinal position of the positioning base (10), a threaded rod (12) is screwed into the tail end of the screw rod notch, a sliding frame (11) is screwed into the threaded rod (12), the sliding frame (11) and the screw rod notch are in a parallel arrangement structure, and a screw rod is arranged in the center of the top of the sliding frame (11);
the two single ring protectors are mutually supported through upright rods (6), and the two tail ends of the upright rods (6) are screwed into respective inner holes (21) to form a ring protector frame at the section A; the double-body whole ring protector is a B-section ring protector frame; the A section of the ring guard frame is reversely provided with a vertical rod (6) and is a C section of ring guard frame;
the sliding frames (11) are arranged on the outer holes (22) at the two symmetrical ends under the A section of the ring guard frame through screws; the tail ends of the vertical rods (9) of the two ends of the support are fastened in the outer holes (22) of the B-section ring protection frame through nuts; the sliding frames (11) are arranged on the outer holes (22) at the two symmetrical ends of the C-section ring guard frame through screws; the tail ends of the vertical rods (9) of the two ends of the support are fastened in the outer holes (22) of the B-section ring protection frame through nuts;
the A section of the ring protection frame, the B section of the ring protection frame and the C section of the ring protection frame form a formwork supporting auxiliary mechanism together.
2. An auxiliary system for a non-standard structure formwork of a building according to claim 1, characterized in that the end of the brace rod (1) is fixed with a template, and the shape of the template is customized according to the non-standard structure of the building.
3. The system as claimed in claim 1, wherein the diameter of the single full-circle protector is the same as that of the double-full-circle protector, and the range is 0.5-2 m.
4. The system as claimed in claim 1, wherein the bottom of the C-section ring frame is fastened to the ground base plate by bolts.
5. An auxiliary system for a non-standard structural formwork of a building according to claim 1, wherein the screw length of the threaded rod (12) is between 0.2 and 0.5 m.
6. The auxiliary system for supporting a formwork of a non-standard structure of a building according to claim 1, wherein the auxiliary mechanism for supporting the formwork, which is formed by the section a of the enclosure frame, the section B of the enclosure frame and the section C of the enclosure frame, is a single system, and the system group is formed by 1-8 single systems.
7. The auxiliary system for the non-standard structure formwork of the building as claimed in claim 1, wherein the spatial position of the skid (11) fixed at the upper end and the lower end of the B-section ring frame has two structures: parallel or criss-cross arrangement.
8. The auxiliary system for the non-standard structure formwork of the building as claimed in claim 1, wherein the upright (6) is a threaded rod, and a protective sleeve is sleeved on the threaded rod.
Priority Applications (1)
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CN201920645831.2U CN210239146U (en) | 2019-05-04 | 2019-05-04 | Auxiliary system of non-standard structure formwork of building |
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CN201920645831.2U CN210239146U (en) | 2019-05-04 | 2019-05-04 | Auxiliary system of non-standard structure formwork of building |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110043032A (en) * | 2019-05-04 | 2019-07-23 | 唐世飞 | A kind of auxiliary system of the nonstandard structure formwork of building |
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2019
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110043032A (en) * | 2019-05-04 | 2019-07-23 | 唐世飞 | A kind of auxiliary system of the nonstandard structure formwork of building |
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Legal Events
Date | Code | Title | Description |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
TR01 | Transfer of patent right |
Effective date of registration: 20200509 Address after: 332700 Sande garment factory, Diaoyutai Industrial Park, Pengze County, Jiujiang City, Jiangxi Province Patentee after: Jiujiang Yuchang Construction Engineering Co.,Ltd. Address before: No. 1026, building 15, Century Star City, Keqiao street, Keqiao District, Shaoxing City, Zhejiang Province Patentee before: Shaoxing Keqiao Zhiguo electronic accessories factory |
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TR01 | Transfer of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200403 |
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CF01 | Termination of patent right due to non-payment of annual fee |