CN219431385U - Small beam and column assembled form - Google Patents
Small beam and column assembled form Download PDFInfo
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- CN219431385U CN219431385U CN202320664583.2U CN202320664583U CN219431385U CN 219431385 U CN219431385 U CN 219431385U CN 202320664583 U CN202320664583 U CN 202320664583U CN 219431385 U CN219431385 U CN 219431385U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Abstract
The utility model discloses a small beam and column assembled template, which comprises a vertical column mould and a beam mould, wherein the column mould consists of standard sections and is connected by bolts penetrating through bolt holes on a top surface fin plate, a bottom surface fin plate and a connecting fin plate. The embedded sleeve group is embedded in the floor slab concrete and is connected with the column mould bottom fin plate by bolts to serve as a base. An L-shaped plate and a C-shaped plate are arranged at the top of the column die and are used as connecting pieces with the beam die. The beam mould is connected end to end by multistage beam mould festival each other, and each section beam mould festival includes beam mould standard festival and superposes the heightening plate above that, with heightening connecting piece and bolted connection. In order to meet the modulus requirement, the two adjacent sections of beam mold sections are connected by bolts. Two U-shaped column head heightening plates are arranged above the C-shaped plates which are not connected with the vertical beam dies and are connected with the beam dies at two sides by bolts. The former complex formwork supporting work is converted into simple action, namely 'screwing bolts', so that the construction efficiency is improved, and the formwork can be detached and reused.
Description
Technical Field
The utility model relates to a supporting structure of a small-sized column beam template for constructional engineering, in particular to a rapid supporting template for a small-sized section concrete beam column template.
Background
In the roof of a general main building and gardens in a field, small reinforced concrete beams and columns are often designed, but the formwork is supported and arranged in a mode of a high-professional work.
The statistics of the engineering quantity of the formwork support is calculated by the contact area of the formwork and the concrete, so that the formwork support consumed by the small-sized components is not less than that of a large-sized concrete structure, and the consumption of the formwork support is possibly increased in some cases. Therefore, it is not economical to support the form of the small concrete beam or column, either from the manual consumption or the material amortization. The requirements on the technical level of workers are very high, so that the construction cost of small-sized beam and column members in projects such as roofs, gardens and the like is greatly increased, the construction period is prolonged, and the appearance quality of engineering is difficult to achieve the expected effect.
Disclosure of Invention
The utility model aims to overcome the problems in the prior art and provide a small beam and column assembly type template which is simple to operate and can be used for a plurality of times.
The utility model discloses a small beam and column assembly type template, which comprises a column die arranged in the vertical direction, a beam die arranged in the transverse direction and a beam die arranged in the longitudinal direction, wherein a T-shaped structure is formed between the beam die arranged in the transverse direction and the beam die arranged in the longitudinal direction;
the column mould consists of a plurality of column mould standard sections which are arranged in an up-down overlapping way, each column mould standard section is formed by butt joint of two half mould structures left and right, each half mould structure comprises a groove-shaped column, a top surface fin plate and a bottom surface fin plate are respectively arranged on the outer edges of the top surface and the bottom surface of the groove-shaped column along the horizontal direction, so that the top surface and the bottom surface of the groove-shaped column respectively form a concave structure, connecting fin plates are respectively arranged at the edges of the opening sides of the front flange plate and the rear flange plate of the groove-shaped column along the vertical direction, a plurality of bolt holes are respectively formed in the top surface fin plate, the bottom surface fin plate and the connecting fin plate, the connecting fin plates of the left half mould structure and the right half mould structure are mutually pressed and fixedly connected through bolts penetrating through the bolt holes, and the bottom surface fin plates of the column mould standard section of the upper layer and the column mould standard section of the lower layer are mutually pressed and fixedly connected through bolts penetrating through the bolt holes on the bottom surface fin plate and the top surface fin plate;
the embedded sleeve group comprises a back-shaped bottom plate, a plurality of bottom plate straight thread sleeves are arranged on the periphery of the top wall of the plate body of the back-shaped bottom plate along the vertical direction, the embedded sleeve group is embedded in a pouring floor slab or ground concrete, and the top surfaces of the plurality of bottom plate straight thread sleeves are flush with the top surface of the pouring floor slab or ground concrete; the bolt holes on the bottom surface fin plate at the bottommost layer of the column die are aligned with the plurality of bottom plate straight thread sleeves on the return type bottom plate one by one and are fixedly connected with the bottom plate straight thread sleeves through bolts penetrating through the bolt holes on the bottom surface fin plate;
the left side and the right side of the top wall of the top surface fin plate at the top of the column mould are respectively provided with an L-shaped plate, the front side and the rear side of the top wall of the top surface fin plate are respectively provided with a C-shaped plate, and the horizontal plate of the L-shaped plate and the lower flange plate of the C-shaped plate are respectively fixedly connected with the top surface fin plate at the top of the column mould through bolts; two C-shaped plate straight thread sleeves are arranged on a web plate close to the upper flange plate of the C-shaped plate at left and right intervals, and the axes of the two C-shaped plate straight thread sleeves are arranged along the horizontal direction;
the beam mold is formed by connecting a plurality of sections of beam mold sections end to end in sequence, each section of beam mold section comprises a beam mold standard section and a beam standard section heightening plate overlapped on the beam mold standard section, each beam mold standard section comprises a U-shaped section, end face fin plates are respectively arranged on the outer walls of the end faces of the two ends of the U-shaped section along the vertical direction, so that concave structures are respectively formed on the end faces of the two ends of the U-shaped section, a plurality of bolt holes are respectively formed on the end face fin plates, the beam standard section heightening plates are U-shaped frames and are matched with the shapes of flange plates on the two sides of the beam mold standard section, a web plate of each U-shaped frame is arranged along the vertical direction and is supported on the top wall of the flange plate of the beam mold standard section arranged along the vertical direction, heightening connecting pieces are connected between the flange plates on the two sides of the U-shaped frames and the end face fin plates on the beam mold standard section, and the heightening connecting pieces are fixedly connected with the end face fin plates and the U-shaped frame flange plates through bolts penetrating through the long holes and the end face fin plates; the end face fin plates oppositely arranged between two adjacent beam mold sections are pressed and arranged and fixedly connected through bolts penetrating through bolt holes on the end face fin plates which are pressed and arranged;
wherein the beam mold arranged along the transverse direction is divided into a left section and a right section at the junction with the top of the column mold, the lower part of the end face fin plate at the rightmost end of the left section and the lower part of the end face fin plate at the leftmost end of the right section are respectively fixed with the bolt holes at the upper parts of the vertical plates of the L-shaped plates at the corresponding positions through bolt connection, the foremost end of the beam mold arranged along the longitudinal direction is arranged between the left section and the right section of the beam mold arranged along the transverse direction, the lower part of the end face fin plate at the foremost end of the beam mold arranged along the longitudinal direction is fixedly connected with the C-shaped plate straight thread sleeve on the first C-shaped plate through bolts, two U-shaped column head heightening plates are connected between two sections of beam mold standard sections on the left side and the right side above the second C-shaped plate, the two U-shaped column head heightening plates are arranged in an up-down overlapping mode, and two side flange plates of the two U-shaped column head heightening plates are fixedly connected with end fin plates of the beam mold standard sections of two adjacent sections of beam mold sections which are arranged transversely, two side flange plates of the beam standard section heightening plates through bolts penetrating through long holes in heightening connectors and bolt holes on the two side flange plates of the U-shaped column head heightening plates, the end fin plates of the beam mold standard section and the two side flange plates of the beam standard section heightening plates.
The beneficial effects of the utility model are as follows:
the utility model simplifies a plurality of groups of actions supported by the relatively complex small beam and column templates into one action of screwing bolts. The template supporting work with high requirements on professional skills in the past is converted into simple work, the construction efficiency is improved, and the template can be detached and recycled.
Drawings
FIG. 1 is a first angular perspective view of a compact beam, column assembly form of the present utility model;
FIG. 2 is a second angular perspective view of the compact beam, column assembly form of the present utility model;
FIG. 3 is a perspective view of the pre-buried sleeve set in the structure shown in FIG. 1;
FIG. 4 is a perspective view of a standard section of a column die in the structure shown in FIG. 1;
FIG. 5 is a perspective view of a C-shaped plate with a sleeve in the column head of the structure shown in FIG. 1;
FIG. 6 is a perspective view of an L-shaped plate in the configuration shown in FIG. 1;
FIG. 7 is a perspective view of the column head riser of the structure of FIG. 1;
FIG. 8 is a perspective view of a standard section of a beam mold in the structure shown in FIG. 1;
FIG. 9 is a perspective view of a beam standard pitch plate in the configuration shown in FIG. 1;
FIG. 10 is a perspective view of the raised attachment member of the structure of FIG. 1;
fig. 11 is a perspective view of a side-by-side joint in the structure shown in fig. 1.
Detailed Description
The utility model is described in further detail below with reference to the drawings and examples.
As shown in the figure, the small beam and column assembly type template comprises a column die arranged in the vertical direction, a beam die arranged in the transverse direction and a beam die arranged in the longitudinal direction, wherein a T-shaped structure is formed between the beam die arranged in the transverse direction and the beam die arranged in the longitudinal direction.
The column mould comprises a plurality of column mould standard sections 2 which are arranged in an up-down overlapping mode, each column mould standard section 2 is formed by butt joint of two half mould structures left and right, each half mould structure comprises a groove-shaped column, a top surface fin plate and a bottom surface fin plate are respectively arranged on the outer edges of the top surface and the bottom surface of the groove-shaped column along the horizontal direction, so that the top surface and the bottom surface of the groove-shaped column respectively form a concave structure, connecting fin plates are respectively arranged on the edges of the opening sides of the front flange plate and the rear flange plate of the groove-shaped column along the vertical direction, a plurality of bolt holes are respectively formed in the top surface fin plate, the bottom surface fin plate and the connecting fin plate, the connecting fin plates of the left half mould structure and the right half mould structure are mutually pressed and fixedly connected through bolts penetrating through the bolt holes, and the bottom surface fin plates of the column mould standard section of the upper layer and the bottom surface fin plate of the column mould standard section of the lower layer are mutually pressed and fixedly connected through bolts penetrating through the bolt holes on the bottom surface fin plate and the top surface fin plate.
The embedded sleeve group 1 comprises a back-shaped bottom plate, a plurality of bottom plate straight thread sleeves are arranged on the periphery of the top wall of the plate body of the back-shaped bottom plate along the vertical direction, the embedded sleeve group is embedded in a poured floor slab or ground concrete, and the top surfaces of the plurality of bottom plate straight thread sleeves are flush with the top surface of the poured floor slab or ground concrete. The bolt holes on the bottom surface fin plate at the bottommost layer of the column die are aligned with the plurality of bottom plate straight thread sleeves on the return type bottom plate one by one, and are fixedly connected with the bottom plate straight thread sleeves through bolts penetrating through the bolt holes on the bottom surface fin plate.
The left side and the right side of the roof of the top surface fin plate at the top of the column mould are respectively provided with an L-shaped plate 4, the front side and the rear side are respectively provided with a C-shaped plate 3, and the horizontal plate of the L-shaped plate 4 and the lower flange plate of the C-shaped plate are respectively fixedly connected with the top surface fin plate at the top of the column mould through bolts. Two C-shaped plate straight thread sleeves are arranged on the web plate close to the upper flange plate of the C-shaped plate 3 at left and right intervals, and the axes of the two C-shaped plate straight thread sleeves are arranged along the horizontal direction.
The beam mould constitute by multistage beam mould festival end to end each other in proper order, each section beam mould festival includes beam mould standard festival 6 and the roof beam standard festival of superpose on the beam mould standard festival heightening plate 7, beam mould standard festival 6 include the U type festival be provided with the terminal surface fin board along vertical direction on the terminal surface outer wall of both ends of U type festival respectively for the terminal surface at the both ends of U type festival forms concave structure respectively the terminal surface fin board on open a plurality of bolt holes respectively, roof beam standard festival heightening plate 7 be U type frame and coincide with the shape of beam mould standard festival both sides flange plate, the web of U type frame set up along vertical direction and support on the roof of beam mould standard festival flange plate along vertical direction setting and be connected with heightening connecting piece 8 between the flange plate of U type frame both sides and the terminal surface fin board on the U type frame standard festival heightening connecting piece on open and to have the slot hole for heightening connecting piece 8 link to each other with U type frame flange plate, U type frame flange plate through passing slot hole and terminal surface fin board and U type frame up end surface fin. The end face fin plates oppositely arranged between two adjacent sections of beam mold sections are pressed and fixedly connected through bolts penetrating through bolt holes on the end face fin plates which are pressed, and preferably, the end face fin plates are arranged between the end face fin plates oppositely arranged between two adjacent sections of beam mold sections and fixedly connected through bolt holes penetrating through the end face fin plates oppositely arranged and the wood blocks 9, so that the end face fin plates meet the modulus requirement.
The beam dies arranged in the transverse direction are divided into a left section and a right section at the junction with the top of the column die, the lower parts of the end face fin plates at the right end of the left section and the lower parts of the end face fin plates at the left end of the right section are respectively fixed with bolt holes at the upper parts of the vertical plates of the L-shaped plates 4 at corresponding positions through bolt connection, the foremost end of the beam dies arranged in the longitudinal direction is arranged between the left section and the right section of the beam dies arranged in the transverse direction, the lower parts of the end face fin plates at the foremost end of the beam dies arranged in the longitudinal direction are fixedly connected with C-shaped plate straight thread sleeves on the first C-shaped plate 3 through bolts, two U-shaped column cap heightening plates 5 are connected between the two sections of beam die standard sections at the left side and the right side of the second C-shaped plate upper side, the two U-shaped column cap heightening plates are vertically overlapped, and the two side edge plates of the two U-shaped column cap heightening plates 5 are respectively connected with end fin plates of beam die standard sections 6 of two adjacent beam dies arranged in the transverse direction, and two side edge plate standard joint heightening plates 7 of the beam dies are connected with the two edge fin plates of the beam standard sections through bolt hole fin plates penetrating through the bolt hole heightening plates of the upper flange plate standard plates 6 of the two edge plate standard flanges of the two U-shaped column cap heightening plates.
The construction process of the structure is as follows:
step one, prefabricating a template, wherein the template comprises a pre-buried sleeve group 1, a column standard section 2, a C-shaped plate 3, an L-shaped plate 4, a U-shaped column head heightening plate 5, a beam standard section 6, a beam standard section heightening plate 7 and a heightening connecting piece 8.
Secondly, manufacturing the edge joint batten 9 on site according to the actual modulus requirement;
step three, embedding the embedded sleeve group 1 in the position where the floor slab or the ground concrete is poured, so that the top surfaces of the plurality of bottom plate straight thread sleeves are flush with the top surface of the floor slab or the ground concrete;
step four, installing the bottom column mould standard section 2 on the embedded sleeve group 1, wherein bolt holes on a bottom surface fin plate of the bottom column mould standard section are aligned with a plurality of bottom plate straight thread sleeves on the back-shaped bottom plate one by one and are fixedly connected with the bottom plate straight thread sleeves through bolts penetrating through the bolt holes on the bottom surface fin plate; then, stacking the standard sections of the column mould sequentially from bottom to top to form a column mould, wherein the bottom surface fin plates of the standard section of the column mould on the upper layer and the top surface fin plates of the standard section of the column mould on the lower layer of the standard section of the column mould of the two sections stacked up and down are mutually pressed and fixedly connected through bolts passing through bolt holes on the bottom surface fin plates and the top surface fin plates;
and fifthly, arranging L-shaped plates 4 on the left side and the right side of the top wall of the column standard section of the column head position of the column mould, arranging C-shaped plates 3 on the front side and the rear side of the top wall of the column standard section of the column mould, and fixing and connecting the horizontal plates of the L-shaped plates 4 and the lower flange plates of the C-shaped plates with the top surface fin plates of the column standard section of the column head position of the column mould through bolts.
Step six, connecting the three sections of beam mold standard sections 6 with the first C-shaped plate 3 and the L-shaped plates 4 on two sides of the column head respectively, and after installing each section of beam mold standard section, assembling a beam mold section by superposing a beam standard section heightening plate 7 on each section of beam mold standard section, wherein the specific installation process is as follows:
the lower part of the right end face fin plate of the first section beam mold standard section and the lower part of the left end face fin plate of the second section beam mold standard section are respectively connected and fixed with the bolt holes on the upper part of the vertical plate of the L-shaped plate 4 at the corresponding positions through bolts; the forefront end of the third section beam mold section is arranged between the first section beam mold standard section and the second section beam mold standard section, and the lower part of the end face fin plate of the third section beam mold standard section is fixedly connected with a C-shaped plate straight thread sleeve on the first C-shaped plate 3 through bolts; the web of the beam standard section heightening plate 7 is arranged along the vertical direction and supported on the top wall of the flange plate of the beam standard section 6 arranged along the vertical direction, a heightening connecting piece 8 is connected between the end fin plate of the beam standard section 6 and the flange plate of the beam standard section heightening plate 7, finally the heightening connecting piece is fixedly connected with the end fin plate of the beam standard section 6 and the flange plate of the beam standard section heightening plate 7 respectively through bolts penetrating through long holes of the heightening connecting piece to assemble the beam standard section, wherein the first section beam standard section is connected with the beam standard section heightening plate 7 to assemble into a first section beam module section, the second section beam module standard section is connected with the beam standard section heightening plate 7 to assemble into a second section beam module section, and the third section beam module standard section is connected with the beam standard section heightening plate 7 to assemble into a third section beam module section.
And seventhly, connecting two U-shaped column head heightening plates 5 between the first section beam mold sections and the second section beam mold sections on the left side and the right side above the second C-shaped plate, wherein the two side flange plates of the two U-shaped column head heightening plates 5 are fixedly connected with the end fin plates of the beam mold standard sections 6 of the first section beam mold sections and the second section beam mold sections and the two side flange plates of the beam standard section heightening plates 7 through bolts penetrating through long holes in the heightening connecting pieces 8 and bolt holes in the two side flange plates of the U-shaped column head heightening plates 5, the end fin plates of the beam mold standard sections 6 and the two side flange plates of the beam standard section heightening plates 7.
Step eight, respectively connecting beam sections outside the first section beam section and the second section beam section until reaching a set length, wherein the assembly method of each section beam section is the same as that of the first section beam section and the second section beam section, and the adjacent end surfaces of the two adjacent sections beam section are fixedly connected through heightened connecting pieces and bolts, namely: the end face fin plates of two adjacent beam mold standard sections 6 in two adjacent end beam mold sections and the flange plates of two adjacent beam standard section heightening plates are fixedly connected through heightening connectors and bolts. According to the modulus requirement, a piece of batten 9 is arranged between the oppositely arranged end surfaces of two adjacent beam mould sections and fixedly connected through bolts passing through bolt holes on the oppositely arranged end surfaces and the bolt holes on the batten 9. The on-site manufacturing edge joint battens 9 are clamped between the connecting fin plates and are screwed and fixed by finished bolts. The edge joint batten 9 can also be replaced by extruded sheets and other materials which have certain strength and are easy to punch, and the like according to the situation.
Claims (2)
1. Small-size roof beam, post assembled form, its characterized in that: the beam mold comprises a column mold arranged along the vertical direction, a beam mold arranged along the transverse direction and a beam mold arranged along the longitudinal direction, wherein a T-shaped structure is formed between the beam mold arranged along the transverse direction and the beam mold arranged along the longitudinal direction;
the column mould consists of a plurality of column mould standard sections (2) which are arranged in an up-down overlapping way, each column mould standard section is formed by left-right butt joint of two half mould structures, each half mould structure comprises a groove-shaped upright post, a top surface fin plate and a bottom surface fin plate are respectively arranged on the outer edges of the top surface and the bottom surface of the groove-shaped upright post along the horizontal direction, so that the top surface and the bottom surface of the groove-shaped upright post respectively form a concave structure, connecting fin plates are respectively arranged on the edges of the opening sides of the front flange plate and the rear flange plate of the groove-shaped upright post along the vertical direction, a plurality of bolt holes are respectively formed in the top surface fin plate, the bottom surface fin plate and the connecting fin plate, the connecting fin plates of the left half mould structure and the right half mould structure are mutually pressed and fixedly connected through bolts penetrating through the bolt holes, and the bottom surface fin plates of the column mould standard section of the upper layer of the column mould standard section and the top surface fin plate of the lower layer are mutually pressed and fixedly connected through bolts penetrating through the bolt holes of the bottom surface fin plate and the top surface fin plate;
the embedded sleeve group (1) comprises a back-shaped bottom plate, a plurality of bottom plate straight thread sleeves are arranged on the periphery of the top wall of the plate body of the back-shaped bottom plate along the vertical direction, the embedded sleeve group is embedded in a pouring floor slab or ground concrete, and the top surfaces of the plurality of bottom plate straight thread sleeves are flush with the top surface of the pouring floor slab or the ground concrete; the bolt holes on the bottom surface fin plate at the bottommost layer of the column die are aligned with the plurality of bottom plate straight thread sleeves on the return type bottom plate one by one and are fixedly connected with the bottom plate straight thread sleeves through bolts penetrating through the bolt holes on the bottom surface fin plate;
l-shaped plates (4) are respectively arranged on the left side and the right side of the top wall of the top surface fin plate at the topmost part of the column mould, C-shaped plates (3) are respectively arranged on the front side and the rear side of the top wall of the top surface fin plate, and the horizontal plates of the L-shaped plates and the lower flange plates of the C-shaped plates are respectively fixedly connected with the top surface fin plate at the topmost part of the column mould through bolts; two C-shaped plate straight thread sleeves are arranged on a web plate close to the upper flange plate of the C-shaped plate at left and right intervals, and the axes of the two C-shaped plate straight thread sleeves are arranged along the horizontal direction;
the beam mold is formed by connecting a plurality of sections of beam mold sections end to end in sequence, each section of beam mold section comprises a beam mold standard section (6) and a beam standard section heightening plate (7) overlapped on the beam mold standard section, the beam mold standard section comprises a U-shaped section, end face fin plates are respectively arranged on the outer walls of the end faces of the two ends of the U-shaped section along the vertical direction, so that concave structures are respectively formed on the end faces of the two ends of the U-shaped section, a plurality of bolt holes are respectively formed on the end face fin plates, the beam standard section heightening plates are U-shaped frames and are matched with the shapes of flange plates on the two sides of the beam mold standard section, a web plate of each U-shaped frame is arranged along the vertical direction and is supported on the top wall of the flange plate of the beam mold standard section arranged along the vertical direction, heightening connecting pieces (8) are connected between the flange plates on the two sides of the U-shaped frame and the end face fin plates on the beam mold standard section, and the heightening connecting pieces are connected with the flange plates through bolts penetrating through the long holes and the end face fin plates and the U-shaped frame; the end face fin plates oppositely arranged between two adjacent beam mold sections are pressed and arranged and fixedly connected through bolts penetrating through bolt holes on the end face fin plates which are pressed and arranged;
wherein the beam mold arranged along the transverse direction is divided into a left section and a right section at the intersection with the top of the column mold, the lower part of the end face fin plate at the rightmost end of the left section and the lower part of the end face fin plate at the leftmost end of the right section are respectively fixedly connected with the bolt holes at the upper parts of the vertical plates of the L-shaped plates (4) at the corresponding positions through bolts, the foremost end of the beam mold arranged along the longitudinal direction is arranged between the beam molds arranged along the transverse direction of the left section and the right section, the lower part of the end face fin plate at the foremost end of the beam mold arranged along the longitudinal direction is fixedly connected with the C-shaped plate straight thread sleeve on the first C-shaped plate (3) through bolts, two U-shaped column head heightening plates (5) are connected between two sections of beam mold standard sections on the left side and the right side above the second C-shaped plate, the two U-shaped column head heightening plates are arranged in an up-down overlapping mode, and two side flange plates of the two U-shaped column head heightening plates are fixedly connected with end fin plates of the beam mold standard sections of the two adjacent sections of beam mold sections which are arranged transversely, two side flange plates of the beam standard section heightening plates through bolts penetrating through long holes in heightening connecting pieces and bolt holes on the two side flange plates of the U-shaped column head heightening plates, the end fin plates of the beam mold standard section and the two side flange plates of the beam standard section heightening plates.
2. The miniature beam-column assembly form of claim 1, wherein: and a seam batten is arranged between the oppositely arranged end face fin plates of the two adjacent beam mold sections and fixedly connected through bolt holes penetrating through the oppositely arranged end face fin plates and the batten.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320664583.2U CN219431385U (en) | 2023-03-30 | 2023-03-30 | Small beam and column assembled form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320664583.2U CN219431385U (en) | 2023-03-30 | 2023-03-30 | Small beam and column assembled form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219431385U true CN219431385U (en) | 2023-07-28 |
Family
ID=87339369
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320664583.2U Active CN219431385U (en) | 2023-03-30 | 2023-03-30 | Small beam and column assembled form |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219431385U (en) |
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2023
- 2023-03-30 CN CN202320664583.2U patent/CN219431385U/en active Active
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