CN206784725U - Large span assembled open-type builds bottom plate I-beam erection support and mounting assembly - Google Patents

Large span assembled open-type builds bottom plate I-beam erection support and mounting assembly Download PDF

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Publication number
CN206784725U
CN206784725U CN201720445608.4U CN201720445608U CN206784725U CN 206784725 U CN206784725 U CN 206784725U CN 201720445608 U CN201720445608 U CN 201720445608U CN 206784725 U CN206784725 U CN 206784725U
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China
Prior art keywords
bottom plate
plate
riser
fixture
supporting plate
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CN201720445608.4U
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Chinese (zh)
Inventor
叶晓光
叶晓明
王雪
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Heilongjiang Niceda Building Technology Co Ltd
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Heilongjiang Niceda Building Technology Co Ltd
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Abstract

The utility model discloses a kind of large span assembled open-type building bottom plate I-beam erection support and mounting assembly, belong to construction engineering technical field.The erection support includes supporting plate, riser and assembly parts.Two pallet sides are oppositely arranged, and the bottom surface both ends of riser are fixedly connected with splint upper surface respectively.Two supporting plate opposite flanks and the bottom surface of riser form the stopper slot that width is not less than I-beam top flange width.Supporting plate is provided with through hole in the outside of connection riser.The assembly for the bent plate that assembly parts are round platform and section is L-type, side where the bent plate section long side free end of L-type are fixedly connected with frustum cone side, and the corner in the bent plate section of L-type is fillet structure.The round platform bottom surface of assembly parts is provided with the screwed hole for running through round platform and supporting plate and being connected with riser.Additionally provide the mounting assembly containing the bearing simultaneously.The destructive of building bottom plate is handled because being not required to punching etc., the integrality that can effectively keep building bottom plate, the service life of building bottom plate can be extended.

Description

Large span assembled open-type builds bottom plate I-beam erection support and mounting assembly
Technical field
A kind of large span assembled open-type building bottom plate I-beam erection support and mounting assembly are the utility model is related to, Belong to construction engineering technical field.
Background technology
I-beam refers to that section is I-shaped rolled iron beam or girder steel, is that truss is widely used as in building field System or high-rise floor beam, such as main purlin or secondary purlin Important building component.For the less building bottom plate of span, such as roof boarding, Floor support plate building system, I-beam can bear to build the pressure of bottom plate well.But when building bottom plate span increase or When hoisted load increases, the pressure that I-beam is born also increases therewith, in I-beam top flange upper surface and building contacts baseplate The problem of understrressing occurs in part.
For the problem, prior art is usually using Π shapes or the fixed seat of Ω shapes on the top of building bottom plate or bottom Reinforcing equivalent process (Fig. 2 that such as number of patent application is 200720007804.X) is carried out to building bottom plate, or passes through welding The part such as support frame or pad increases the Area of bearing of I-beam top flange upper surface.Wherein, by way of installing fixed seat additional Although good invigoration effect can be played, due to needing to carry out puncture punching to building bottom plate in the installation of fixture, then It is bolted to connection.This mode can damage in itself to building bottom plate so that build the puncture part of bottom plate easily In use by rainwater or other liquid corrosions, shorten its service life.Meanwhile puncture punching can also increase using work Sequence, made troubles to construction.And for welding support member, because welding process needs to consume the energy, and there is naked light, can be applied Work brings certain security risk.
Meanwhile when installing suspension element on building bottom plate additional, some connector parallel with building bottom plate, pads are often installed The parts such as piece provide the effect such as enough contacts area and support force to play, and these parts would generally be with tight in installation process Gu being rotated centered on screw rod or bolt, installation effectiveness is caused to reduce.
Utility model content
Long span building bottom plate is being installed for solution is existing, I-shaped beam stress deficiency, fixed mount equivalent process can be to building Bottom plate damages, and is easily corroded, and service life shortens, and the construction safety risk and installation effectiveness that welding process is brought are relatively low Etc. technical problem, the utility model provides a kind of branch for being exclusively used in installing large span assembled open-type building bottom plate I-beam Seat and mounting assembly, the technical scheme taken are as follows:
A kind of large span assembled open-type builds bottom plate I-beam erection support, and the erection support includes two supporting plates 41, connect the riser 42 of two supporting plates 41 and be fixed on the assembly parts 5 of the bottom of supporting plate 41;
Described two sides of supporting plate 41 are oppositely arranged, and the bottom surface both ends of riser 42 are fixed with the upper surface of supporting plate 41 respectively to be connected Connect;
The place plane of riser 42 is vertical with the place plane of supporting plate 41;
It is spacing not less than I-beam top flange width that two opposite flanks of supporting plate 41 and the bottom surface of riser 42 form width Groove 44;
The supporting plate 41 is provided with through hole 45 in the outside of connection riser 42;
The assembly for the bent plate that the assembly parts 5 are round platform and section is L-type;The bent plate section long side free end institute of L-type It is fixedly connected in side with frustum cone side;
The round platform bottom surface of the assembly parts 5, which is provided with, at least runs through round platform and the screwed hole 46 being connected with supporting plate 41.
Preferably, the corner in the bent plate section of the L-type is fillet structure.
Preferably, the depth of the screwed hole 46 can only run through the round platform of assembly parts 5 and be deep into supporting plate 41 to realize With the connection of supporting plate 41, through the round platform and supporting plate 41 and riser 42 directly can also be deep into.The hole depth root of screwed hole 46 Determined according to force request.
Preferably, the upper surface both sides of the supporting plate 41 are provided with fin II43 along its length.
Preferably, the fin II 43 on two relative supporting plates 41 can be connected as one.
It is highly preferred that open-type builds bottom plate, parallel fin I1 is provided with the outside of both sides, adjacent building bottom plate passes through button Close overlap joint and form hatch frame, two relative fin I1 form chute 2 in hatch frame, and each bottom plate of building is close to fin I1 Inner side be provided with the groove 3 coordinated parallel to chute 2 and fin II43.
Preferably, the plane that the riser 42 is provided with is provided with engraved structure 421.
Another object of the present utility model is to provide a kind of mounting assembly containing described erection support, the installation group Part includes at least one upper strata connector and at least one lower floor's connector;The upper strata connector and lower floor's connector include branch Seat 4, fixture 6, fastening bolt 7, and T-shaped screw rod 10;Bearing 4 is fixed on building by the T-shaped screw rod 10 by through hole 45 On bottom plate;The bearing 4 is connected by screwed hole 46 and fastening bolt 7 with fixture 6, in order to which fixed building bottom plate is in I-shaped On steel.
Preferably, the upper strata connector includes two upper strata fixtures 61 being connected with assembly parts 5;The upper strata is fixed Part 61 includes a bottom surface and two sides reversely bent obliquely in bottom surface both sides;The bottom surface of upper strata fixture 61, which is provided with, to be used In the through hole or screwed hole of concatenation fastening bolt 7.
Preferably, two sides top of the upper strata fixture 61 is in same plane.
Preferably, it is fillet structure at the L-type section corner of the bent plate of assembly parts 5;Described 61 1 sides of upper strata fixture Free end is provided with the cylinder coordinated with the L-type section fillet type turning of the bent plate of assembly parts 5, and opposite side, which is provided with, to be used to block I-beam The supporting plane or support curved surface of top flange bottom surface.
Preferably, lower floor's connector includes a strip lower floor fixture 62;Lower floor's fixture 62 is up to Two are provided with less to be used to wear the through hole for connecing fastening bolt 7.
Preferably, lower floor's fixture 62 and two fastening bolts 7 connected vertically are formed under support I-beam bottom Surface-supporting structure;The side or bottom surface of lower floor's fixture 62 are provided with connecting channel or connecting hole, in order to other Branch crane system is attached, or the basis directly as suspention hanger.
Lower floor's fixture 62 can also be that upper and lower surface or side are provided with through hole with solid or hollow square tube Existing known conduit.
Large span alleged by the utility model generally refers to building bottom plate of the span more than 3 meters when suspention load is lighter.When When suspention load is higher, the building bottom plate that span is less than 3 meters is also applied for.
Compared to prior art, the utility model beneficial effect:
Erection support of the present utility model and mounting assembly, bottom plate can be built with open-type and coordinated, realize I-beam Installation connects without perforation, realizes the assembled installation of lifting suspension member.Because installation process is not required to be punched, the behaviour such as welding To make, mounting assembly need to only be carried out by parts such as bolts simply assembling, construction is more convenient, fast, safety, and energy consumption It is low.The destructive of building bottom plate is handled due to being not required to punching etc., the integrality that can effectively keep building bottom plate, can extend and build Build the service life of bottom plate.
The supporting plate of bearing can effectively increase the contact foundation area with building bottom plate on I-beam width, in office Portion forms criss-cross supporting zone, the problem of avoiding I-beam and build the understrressing of contacts baseplate edge.
The component of bearing uses hollow processing, reduces raw material usage amount and cost, while also mitigates of bearing itself Weight.
Erection support and mounting assembly can coordinate with other branch crane systems completes the suspention such as wind, water, electricity, packway, decoration The installation of suspension member, meanwhile, lower floor's fixture is alternatively arranged as suspention suspension member and installs other suspension members additional, is not required to install miscellaneous part again, from And it can significantly save the usage amount of steel.The steel using amount of the installation systems such as geomantic omen electricity 5/6ths or so can at least be saved.Together When, assembled assembling, without welding, naked light operation is not required to, improves the security of installation.In addition, recruitment can be also reduced, greatly It is big to reduce difficulty of construction and greatly shorten the duration.
Fin structure on supporting plate can with the fit depressions on building bottom plate, meanwhile, riser can also be inserted into and build In the sliding groove structure for building bottom plate formation, so as under the two effect, can effectively prevent bearing in fastener cycle Rotated centered on T-shaped screw rod on the bottom surface of building bottom plate, improve installation effectiveness.Riser can also improve bearing and bear to suspend in midair Stress needed for big weight suspension member.
Brief description of the drawings
Fig. 1 is the cross section structure schematic diagram that the building element that bottom plate hasp is spliced into is built by two pieces of open-types.
Fig. 2 is the positive structure diagram of erection support in a kind of preferred scheme of the utility model.
Fig. 3 is the side structure schematic view of erection support in a kind of preferred scheme of the utility model.
Fig. 4 is the overlooking the structure diagram of erection support in a kind of preferred scheme of the utility model.
Fig. 5 is the present invention looks up structural representation of erection support in a kind of preferred scheme of the utility model.
Fig. 6 is the dimensional structure diagram of erection support in a kind of preferred scheme of the utility model.
Fig. 7 is the positive structure diagram of mounting assembly connector at the middle and upper levels in a kind of preferred scheme of the utility model.
Fig. 8 is the positive structure diagram of lower floor's connector in mounting assembly in a kind of preferred scheme of the utility model.
Fig. 9 is that mounting assembly installs axonometric drawing (omitting T-shaped screw rod) in a kind of preferred scheme of the utility model.
Figure 10 is Fig. 9 side structure schematic view.
Figure 11 is the structural representation of mounting assembly lower floor connector in a kind of preferred scheme of the utility model.
In figure, 1, fin I;2, chute;3, groove;4, bearing;41, supporting plate;42, riser;421, engraved structure;43, it is convex Rib II;44, stopper slot;45, through hole;46, screwed hole;5, assembly parts;6, fixture;61, upper strata fixture;62, lower floor is fixed Part;7, fastening bolt;8, build bottom plate;9, I-beam;10, T-shaped screw rod.
Embodiment
The utility model is described further below in conjunction with the accompanying drawings, but the utility model is not by limit described further below System.
Erection support provided herein is provided with opening suitable for bottom, and is provided with opening for installation suspention suspension member The building bottom plate of slideway structure.For example, the Application No. of applicant's application:Building bottom disclosed in 201610849170.6 Plate.And improved building bottom plate as shown in Figure 1.Fig. 1 is to be built by what two pieces of open-types building bottom plate hasps were spliced into Build the cross section structure schematic diagram of component.From fig. 1, it can be seen that the building bottom plate includes a loading end, it is in phase in the both sides of loading end The anti-clinch set, it is provided between clinch and strengthens crest, the both sides clinch of loading end is that loading end upwardly extends simultaneously Fin I 1 is bent to form oppositely downward, and along being folded upward at forming extended surface again after horizontal-extending, the extended surface of two clinch is again It is secondary to be bent to form faying face to same direction,.The faying face shape of the clinch of loading end both sides is identical but of different sizes, phase The clinch of neighbour's building bottom plate can make a concerted effort to connect when two adjacent buildings by the bending lap buckle of faying face of different sizes After the clinch of bottom plate is by fastening overlap joint connection, is formed at link position and be combined into chute 2 by two fin I 1 The groove 3 of structure.Each building bottom plate both sides are provided with a groove 3 parallel to fin I 1 close to fin I 1 inner side, with It is easy to fix other suspensions.
Fig. 2~6 are the structural representations of the different angle of bearing in a kind of preferred scheme of the utility model.Wherein Fig. 2 is Front view, Fig. 3 are side view, and Fig. 4 is top view, and Fig. 5 is upward view, and Fig. 6 is dimensional structure diagram.Can from Fig. 2~6 Know, the bearing is the riser 42 of trapezoidal structure of entirety and positioned at supporting plate by two size specification identical supporting plates 41 Two assembly parts 5 of 41 bottoms form.Size specification identical fin II 43 is provided with the upper surface both sides of supporting plate 41.Bearing can It is made with being fixedly connected by different parts, casting integrated shaping can also be passed through.41 identical of supporting plate, two sides are relative to be set Put, both sides are connected two supporting plates 41 by the fin II 43 vertical with the corresponding side on the upper surface of supporting plate 41 It is integrated.Meanwhile among two fin II 43, the upper surface portion of the base both ends of riser 42 respectively with supporting plate 41 is fixed Connection.Wherein, the place plane of supporting plate 41 is vertical with the place plane of riser 42.It is provided with supporting plate 41 through the round platform of assembly parts 5 simultaneously It is deep into the screwed hole 46 of supporting plate 41.Thus, when stretching assembly parts 5 and supporting plate 41, riser 42 can be equally undertaken to supporting plate 41 Active force.To mitigate the weight of riser 42, the engraved structure 421 through plate body is provided with riser 42.Meanwhile in supporting plate 41 The outside for not connecting riser 42 is additionally provided with the through hole passed through for T-shaped screw rod etc., connects in order to which bearing is fixed with building bottom plate Connect.The assembly for the bent plate that the assembly parts 5 are round platform and section is L-type.Side where the L-type section long side free end of bent plate It is fixedly connected with frustum cone side, the corner in the L-type section of bent plate is fillet structure.
The corresponding side of two supporting plates 41 with the bottom of riser 42 on its corresponding space top and the bottom shapes of fin II 43 Into a stopper slot 44, the distance between span of the stopper slot 44, i.e. two 41 corresponding sides of supporting plate are not less than used The width of I-beam top flange, in order to which the upper surface of I-beam is embedded just below in stopper slot 44.Thus, I-beam upper limb The supporting plate 41 that edge both sides are extended expands the Area of bearing of I-beam top flange, and is in right-angled intersection with I-beam, more has Beneficial to the support to building bottom plate.Meanwhile the riser 42 being connected with supporting plate 41 can also share the pressure to I-beam and supporting plate 41.
Meanwhile the utility model additionally provides the mounting assembly that I-beam installation is carried out using the bearing.The mounting assembly Including at least a upper strata connector and lower floor's connector.Wherein, Fig. 7 is the positive structure diagram of upper strata connector. Fig. 8 is the formal structure schematic diagram of lower floor's connector.As can be seen from Figure 7, the upper strata connector is by a bearing 4, two fixtures 6, two fastening bolts 7, and two T-bolt (not shown) compositions.Wherein, bearing 4 passes through screwed hole 46 and fastening bolt 7 It is connected to one with fixture 6.Bearing is fixed on building bottom plate by T-shaped screw rod by through hole.
The fixture of upper strata connector is different from the fixture of lower floor's connector (Fig. 7 and Fig. 8).The upper strata of upper strata connector The section of the fixture 61 generally inverted trapezoidal structure without top, bottom surface are provided with the through hole or screwed hole worn and connect fastening bolt 7. Side is connected by connecting cylinder with the L-type fillet type turning of the bent plate, and opposite side is provided with parallel surface bottom on support I-beam 9 The supporting surface in portion.The difference of lower floor's connector and upper strata connector is:On the one hand due to I-beam lower flange to be supported bottom surface, The length of fastening bolt 7 is longer;On the other hand a fixture 6 is only provided with, and fixture 6 is that top is provided with through hole right flank Channel structure without bottom.The both ends of fixture 6 are connected with two fastening bolts 7, and the other end of two fastening bolts 7 is distinguished again It is connected with the screwed hole 46 on two supporting plates 41.Thus, lower floor's fixture 62 and two fastening screws 7 form supporting construction, with It is easy to support the bottom surface of the lower parallel surface of I-beam.The lower surface of lower floor's fixture 62, which is provided with, supplies bolted hole or groove, with It is easy to lower floor's fixture 62 itself as the basis for installing other suspension members additional.
Fig. 9 is that mounting assembly installs axonometric drawing (omitting T-shaped screw rod) in a kind of preferred scheme of the utility model.Figure 10 is figure 9 side structure schematic view.Figure 11 is the structural representation of mounting assembly lower floor connector in a kind of preferred scheme of the utility model Figure.It was found from Fig. 9~11, mounting assembly includes 2 lower floor's connectors and 5 upper strata connectors altogether.In the embodiment also Including the 7 pieces of building that Open Side Down bottom plates 8 and an I-beam 9.Wherein, the top of T-shaped screw rod 10 connects through with chute 2 The cap nut of the via bottoms of bearing 4 is fixed.The both sides of the T-shaped screw rod 10 are provided with downward domatic projection, to prevent rotation screw During cap, T-bolt 10 is rotated and can not fastened.Wherein, riser 42, the groove 3 and fin II 43 of building bottom plate coordinate, and can prevent When fastening installation, bearing 4 is rotated centered on fastening bolt, influences to install.Meanwhile stopper slot 44 bridges I-beam When, the riser 42 of connection supporting plate 41 can provide the stress of sufficient intensity.In this configuration, the installation process for hanging hanging piece is one Individual assembling process, only need to by the mating connection between all parts architectural feature, without carrying out puncture punching, or Welding operation, so that the whole faster convenience of installation process, more efficient, security is also higher, and energy consumption is then lower.
Although the utility model is disclosed as above with preferred embodiment, it is not limited to the utility model, appoints What person skilled in the art, is not departing from spirit and scope of the present utility model, can do various changes and modification, therefore What the scope of protection of the utility model should be defined by claims is defined.

Claims (10)

1. a kind of large span assembled open-type builds bottom plate I-beam erection support, it is characterised in that including two supporting plates (41),
The riser (42) of two supporting plates (41) of connection and the assembly parts (5) for being fixed on supporting plate (41) bottom;
Described two supporting plate (41) sides are oppositely arranged, and the bottom surface both ends of riser (42) are fixed with supporting plate (41) upper surface respectively to be connected Connect;
Plane is vertical with plane where supporting plate (41) where the riser (42);
It is spacing not less than I-beam top flange width that two supporting plate (41) opposite flanks and the bottom surface of riser (42) form width Groove (44);
The supporting plate (41) is provided with through hole (45) in the outside of connection riser (42);
The assembly for the bent plate that the assembly parts (5) are round platform and section is L-type;Where the L-type section long side free end of bent plate Side is fixedly connected with frustum cone side;
The round platform bottom surface of the assembly parts (5), which is provided with, at least runs through round platform and the screwed hole (46) being connected with supporting plate (41).
2. large span assembled open-type according to claim 1 builds bottom plate I-beam erection support, it is characterised in that The upper surface both sides of the supporting plate (41) are provided with fin II (43) along its length.
3. large span assembled open-type according to claim 2 builds bottom plate I-beam erection support, it is characterised in that Open-type builds bottom plate, and parallel fin I (1) is provided with the outside of both sides, and adjacent building bottom plate forms opening by fastening to overlap Structure, two relative fin I (1) form chute (2) in hatch frame, and each bottom plate of building is set on the inside of fin I (1) It is parallel to the groove (3) that chute (2) coordinates with fin II (43).
4. large span assembled open-type according to claim 1 builds bottom plate I-beam erection support, it is characterised in that The plane that the riser (42) is provided with is provided with engraved structure (421).
5. a kind of mounting assembly of the erection support containing described in claim 1, it is characterised in that connect including at least one upper strata Fitting and at least one lower floor's connector;The upper strata connector and lower floor's connector include bearing (4), fixture (6), fastening Bolt (7), and T-shaped screw rod (10);Bearing (4) is fixed on building bottom plate by the T-shaped screw rod (10) by through hole (45); The bearing (4) is connected by screwed hole (46) and fastening bolt (7) with fixture (6).
6. mounting assembly according to claim 5, it is characterised in that the upper strata connector includes two and assembly parts (5) the upper strata fixture (61) of connection;The upper strata fixture (61) includes a bottom surface and two reversely oblique in bottom surface both sides The side being folded upward at;The bottom surface of upper strata fixture (61), which is provided with, to be used to wear the through hole or screwed hole for connecing fastening bolt (7).
7. mounting assembly according to claim 6, it is characterised in that two sides top of the upper strata fixture (61) Be in same plane.
8. mounting assembly according to claim 7, it is characterised in that be circle at the L-type section corner of assembly parts (5) bent plate Corner structure;Described (61) side free ends of upper strata fixture are provided with the L-type section fillet type turning with assembly parts (5) bent plate The cylinder of cooperation, opposite side are provided with the supporting plane for being used for blocking I-beam top flange bottom surface or support curved surface.
9. mounting assembly according to claim 5, it is characterised in that lower floor's connector includes a strip lower floor Fixture (62);Connect the through hole of fastening bolt (7) on lower floor's fixture (62) for wearing at least provided with two.
10. mounting assembly according to claim 9, it is characterised in that lower floor's fixture (62) is vertical with two to be connected The fastening bolt (7) connect forms the supporting construction of support I-beam lower flange bottom surface;The side of lower floor's fixture (62) or Bottom surface is provided with connecting channel or connecting hole.
CN201720445608.4U 2017-04-26 2017-04-26 Large span assembled open-type builds bottom plate I-beam erection support and mounting assembly Active CN206784725U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720445608.4U CN206784725U (en) 2017-04-26 2017-04-26 Large span assembled open-type builds bottom plate I-beam erection support and mounting assembly

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720445608.4U CN206784725U (en) 2017-04-26 2017-04-26 Large span assembled open-type builds bottom plate I-beam erection support and mounting assembly

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106948547A (en) * 2017-04-26 2017-07-14 黑龙江施耐达建筑技术有限公司 Large span assembled open-type builds base plate I-beam erection support and mounting assembly
CN111206687A (en) * 2020-01-22 2020-05-29 姜洪友 Large-span assembled opening type building bottom plate I-beam mounting support

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106948547A (en) * 2017-04-26 2017-07-14 黑龙江施耐达建筑技术有限公司 Large span assembled open-type builds base plate I-beam erection support and mounting assembly
CN111206687A (en) * 2020-01-22 2020-05-29 姜洪友 Large-span assembled opening type building bottom plate I-beam mounting support
CN111206687B (en) * 2020-01-22 2021-04-16 深圳市佳泰业建设有限公司 Large-span assembled opening type building bottom plate I-beam mounting support

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GR01 Patent grant
GR01 Patent grant
PE01 Entry into force of the registration of the contract for pledge of patent right

Denomination of utility model: Installation support and installation components of I-beam of large-span fabricated open building floor

Effective date of registration: 20210713

Granted publication date: 20171222

Pledgee: Harbin Kechuang Financing Guarantee Co.,Ltd.

Pledgor: HEILONGJIANG SHINAIDA BUILDING TECHNOLOGY Co.,Ltd.

Registration number: Y2021230000018

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PC01 Cancellation of the registration of the contract for pledge of patent right

Date of cancellation: 20220720

Granted publication date: 20171222

Pledgee: Harbin Kechuang Financing Guarantee Co.,Ltd.

Pledgor: HEILONGJIANG SHINAIDA BUILDING TECHNOLOGY Co.,Ltd.

Registration number: Y2021230000018

PC01 Cancellation of the registration of the contract for pledge of patent right
PE01 Entry into force of the registration of the contract for pledge of patent right

Denomination of utility model: Large-span prefabricated open-type building floor I-beam installation support and installation components

Effective date of registration: 20220914

Granted publication date: 20171222

Pledgee: Harbin Kechuang Financing Guarantee Co.,Ltd.

Pledgor: HEILONGJIANG SHINAIDA BUILDING TECHNOLOGY Co.,Ltd.

Registration number: Y2022230000061

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Date of cancellation: 20230926

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Registration number: Y2022230000061

PC01 Cancellation of the registration of the contract for pledge of patent right