CN209924152U - Waterproof node of assembled antiknock structure combination skeleton and panel - Google Patents
Waterproof node of assembled antiknock structure combination skeleton and panel Download PDFInfo
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- CN209924152U CN209924152U CN201822145354.1U CN201822145354U CN209924152U CN 209924152 U CN209924152 U CN 209924152U CN 201822145354 U CN201822145354 U CN 201822145354U CN 209924152 U CN209924152 U CN 209924152U
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Abstract
The utility model discloses a waterproof node of assembled antiknock structural combination skeleton and panel, which comprises a plurality of groups of skeleton components and a plurality of groups of panel components, wherein the plurality of groups of skeleton components are arranged in parallel and correspondingly in the front and back direction, and the plurality of groups of panel components are correspondingly covered on the outer side surfaces of the plurality of groups of skeleton components; the utility model adopts a three-layer structure for the combined framework, the channel steel is adopted for the outer framework, the short steel pipes are adopted for the middle framework, and the long steel pipes are adopted for the inner framework, so that the whole anti-bending performance of the framework is stronger, and moreover, the whole weight of the framework is lighter, and the framework is fast assembled by manual work, and in addition, the inner, outer and middle frameworks have simple structures and are easy to process; adopt to articulate between panel components and the skeleton subassembly, the piece between the adjacent panel components is corresponding to the notch of outer skeleton for water sinks into the underground through outer skeleton notch, is the overlap joint between the upper and lower adjacent panel, the effectual water-proof effects that has improved.
Description
Technical Field
The utility model belongs to the technical field of assembled antiknock structure, especially, relate to a combination skeleton of assembled antiknock structure and waterproof node of panel.
Background
Fabricated blast resistant structures are common temporary shelters, fabricated on site from prefabricated components. The prefabricated components are generally in modular design, the component universality is high, the weight of a single component is light, the rapid assembly is facilitated, and a firm and durable space can be rapidly provided. The prefabricated part usually comprises a framework and a panel, wherein the framework is built firstly when the prefabricated part is built, and the panel is laid on the outer side surface of the framework after the prefabricated part is built. Under the condition of limited guarantee conditions of engineering machinery, rapid assembly needs to be realized manually, so that when the span of the structure is large or the bearing load is increased, the sectional area of the component must be increased, the weight of the component is increased, and the difficulty is brought to manual rapid assembly; in addition, bolts are usually used to connect the panel and the framework, so that waterproofing is always a problem which is difficult to solve.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem, the utility model aims at providing a combination skeleton of assembled antiknock structure and waterproof node of panel.
In order to realize the purpose of the utility model, the utility model adopts the following technical scheme:
a waterproof node of a framework and a panel of an assembled anti-explosion structure comprises a plurality of groups of framework components and a plurality of groups of panel components, wherein the plurality of groups of framework components are arranged in parallel and correspondingly in the front-back direction, and the plurality of groups of panel components are correspondingly covered on the outer side surfaces of the plurality of groups of framework components;
each group of framework components comprises two sections of side frameworks and a top framework connected to the upper ends of the two sections of side frameworks, the side frameworks are vertical, the top framework is arched, the side frameworks and the top framework are respectively composed of an outer framework, an inner framework and an intermediate framework, the outer framework is a channel steel, the inner framework is a hollow pipe body, the outer framework and the inner framework are arranged in parallel, the end faces of the outer framework and the inner framework corresponding to each other are flush, the outer framework and the inner framework are fixedly connected through the intermediate framework, and the intermediate framework is composed of a plurality of connecting pipes uniformly arranged between the inner framework and the outer framework at intervals; the upper ends of the two sections of side frameworks are correspondingly inserted with the two ends of the top framework respectively;
each group of panel components comprises two side panels, two transition panels and a top panel, wherein the two side panels are vertical, the two side panels are correspondingly connected to the outer side surfaces of the side frameworks of the two adjacent groups of framework components respectively, the two transition panels and the top panel are connected to the outer side surfaces of the top frameworks of the two adjacent groups of framework components, and the two transition panels are respectively positioned at the left side and the right side of the top panel; the left end part and the right end part of the top panel are respectively and correspondingly lapped on the two transition panels, and the lower ends of the two transition panels are respectively and correspondingly lapped on the two side panels;
hanging plates are welded on the outer layer framework of each group of framework components, hooks are arranged on the inner side surfaces of the side panel, the transition panel and the top panel, the side panel is correspondingly hung with the hanging plates on the side framework, and the transition panel and the top panel are correspondingly hung with the hanging plates on the top framework;
the welding has the locating plate on the outer skeleton of every group skeleton subassembly, and the locating plate welding has seted up the bar hole on the part of the notch of locating plate extension outer skeleton in the notch of outer skeleton, and the piece of adjacent two sets of panel components is corresponding to the notch of outer skeleton, makes adjacent panel components compressed tightly through wearing to establish the wedge cardboard in the bar hole on the locating plate.
Further preferably, the connecting pipe is welded with the inner layer framework and the outer layer framework.
Preferably, the connecting pipe is a steel pipe with the length of 40mm and the diameter of 50mm, and the outer circumferential surface of the connecting pipe is welded with the inner layer framework and the outer layer framework respectively.
More preferably, the inner layer framework is a steel pipe with the diameter of 50 mm.
Due to the adoption of the technical scheme, the utility model discloses can produce following positive effect:
1. the utility model adopts a three-layer structure for the combined framework, the channel steel is adopted for the outer framework, the short steel pipes are adopted for the middle framework, and the long steel pipes are adopted for the inner framework, so that the whole anti-bending performance of the framework is stronger, and moreover, the whole weight of the framework is lighter, and the framework is fast assembled by manual work, and in addition, the inner, outer and middle frameworks have simple structures and are easy to process;
2. adopt to articulate between panel components and the skeleton subassembly, the piece between the adjacent panel components is corresponding to the notch of outer skeleton for water sinks into the underground through outer skeleton notch, is the overlap joint between the upper and lower adjacent panel, the effectual water-proof effects that has improved.
Drawings
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic structural view of a skeletal assembly;
FIG. 3 is a view taken along line A-A of FIG. 2;
FIG. 4 is a schematic view of the construction of the side panel;
FIG. 5 is a side view of FIG. 4;
FIG. 6 is a schematic structural view of the hanging plate and the positioning plate;
FIG. 7 is a schematic view of the connection between two adjacent side panels and the outer frame;
in the figure: 1. a skeletal assembly; 11. a side frame; 12. a top skeleton; 13. an outer layer skeleton; 131. hanging the plate; 132. positioning a plate; 14. a middle layer skeleton; 15. an inner layer skeleton; 2. a panel assembly; 21. a side panel; 211. hooking; 22. a transition panel; 23. a top panel; 3. splicing; 4. wedge-shaped clamping plates.
Detailed Description
The technical solution of the present invention will be further described in detail with reference to the accompanying drawings and embodiments.
As shown in fig. 1-7, a waterproof node of skeleton and panel of assembled antiknock structure, includes a plurality of skeleton subassemblies 1 and a plurality of panel subassemblies 2, and a plurality of skeleton subassemblies 1 are parallel corresponding arrangement from front to back, and a plurality of panel subassemblies 2 correspond to cover and establish on the lateral surface of a plurality of skeleton subassemblies 1.
Each group of skeleton assemblies 1 comprises two sections of side skeletons 11 and a top skeleton 12 connected to the upper ends of the two sections of side skeletons 11, each side skeleton 11 is vertical, each top skeleton 12 is arched, each side skeleton 11 and each top skeleton 12 are composed of an outer layer skeleton 13, an inner layer skeleton 15 and an intermediate layer skeleton 14, each outer layer skeleton 13 is a channel steel, each inner layer skeleton 15 is a hollow pipe body, each outer layer skeleton 13 and each inner layer skeleton 15 are arranged in parallel, the end faces of the outer layer skeleton 13 corresponding to the inner layer skeleton 15 are flush, the outer layer skeleton 13 and the inner layer skeleton 15 are fixedly connected through the intermediate layer skeleton 14, and each intermediate layer skeleton 14 is composed of a plurality of connecting pipes uniformly arranged between the inner layer skeleton and the outer layer skeleton; the upper ends of the two sections of side frameworks 11 are correspondingly inserted with the two ends of the top framework 12 respectively.
Each group of panel components 2 comprises two side panels 21, two transition panels 22 and a top panel 23, the two side panels 21 are vertical, the two side panels 21 are respectively and correspondingly connected to the outer side surfaces of the side frameworks 11 of the two adjacent groups of framework components 1, the two transition panels 22 and the top panel 23 are connected to the outer side surfaces of the top frameworks 12 of the two adjacent groups of framework components 1, and the two transition panels 22 are respectively positioned at the left side and the right side of the top panel 23; the left end part and the right end part of the top panel 23 are respectively and correspondingly lapped on the two transition panels 22, and the lower ends of the two transition panels 22 are respectively and correspondingly lapped on the two side panels 21;
the welding has the locating plate 132 on the outer skeleton 13 of every group skeleton subassembly 1, and the welding of locating plate 132 has seted up the bar hole in the notch of outer skeleton 13, and the locating plate 132 stretches out on the part of the notch of outer skeleton 13, and adjacent two sets of panel components 2's piece 3 is corresponding to the notch of outer skeleton 13, wears to establish wedge cardboard 4 through the bar hole on locating plate 132 and makes adjacent panel components 2 compressed tightly.
The connecting pipe is welded with the inner layer framework and the outer layer framework.
The connecting pipe is a steel pipe with the length of 40mm and the diameter of 50mm, and the outer circumferential surface of the connecting pipe is welded with the inner layer framework and the outer layer framework respectively.
The inner layer framework 15 is a steel pipe with the diameter of 50 mm.
When the utility model is applied specifically, all the framework components are assembled, in order to improve the supporting strength of the panel components, a group of framework components are added between every two adjacent groups of framework components, and the added outer framework of the group of framework components is not provided with a positioning plate; after the skeleton subassembly has been assembled, cover every group panel components skeleton subassembly on, through lateral part panel among every group panel components promptly, couple on transition panel and the top panel articulates the link plate, be located top panel both ends overlap joint on the transition panel, transition panel overlap joint is on the lateral part panel, and ensure that the piece between the adjacent panel components just is in the notch of outer skeleton, then wear to establish the wedge cardboard through the bar hole at the locating plate and be used for compressing tightly panel components.
The utility model discloses in, the wedge cardboard is the flat structure that one end is narrow, the other end is wide.
The utility model discloses an aspect is through the overlap joint between the panel, plays water-proof effects, in addition, is located the notch of outer skeleton through the piece between the adjacent panel components for the rivers that get into the piece go into the notch of outer skeleton, and then converge into the underground, further play water-proof effects.
Claims (4)
1. A waterproof node of a combined framework and a panel of an assembled anti-explosion structure comprises a plurality of groups of framework components and a plurality of groups of panel components, wherein the plurality of groups of framework components are arranged in parallel and correspondingly in a front-back direction, and the plurality of groups of panel components are correspondingly covered on the outer side surfaces of the plurality of groups of framework components; the method is characterized in that:
each group of framework components comprises two sections of side frameworks and a top framework connected to the upper ends of the two sections of side frameworks, the side frameworks are vertical, the top framework is arched, the side frameworks and the top framework are respectively composed of an outer framework, an inner framework and an intermediate framework, the outer framework is a channel steel, the inner framework is a hollow pipe body, the outer framework and the inner framework are arranged in parallel, the end faces of the outer framework and the inner framework corresponding to each other are flush, the outer framework and the inner framework are fixedly connected through the intermediate framework, and the intermediate framework is composed of a plurality of connecting pipes uniformly arranged between the inner framework and the outer framework at intervals; the upper ends of the two sections of side frameworks are correspondingly inserted with the two ends of the top framework respectively;
each group of panel components comprises two side panels, two transition panels and a top panel, wherein the two side panels are vertical, the two side panels are correspondingly connected to the outer side surfaces of the side frameworks of the two adjacent groups of framework components respectively, the two transition panels and the top panel are connected to the outer side surfaces of the top frameworks of the two adjacent groups of framework components, and the two transition panels are respectively positioned at the left side and the right side of the top panel; the left end part and the right end part of the top panel are respectively and correspondingly lapped on the two transition panels, and the lower ends of the two transition panels are respectively and correspondingly lapped on the two side panels;
hanging plates are welded on the outer layer framework of each group of framework components, hooks are arranged on the inner side surfaces of the side panel, the transition panel and the top panel, the side panel is correspondingly hung with the hanging plates on the side framework, and the transition panel and the top panel are correspondingly hung with the hanging plates on the top framework;
the welding has the locating plate on the outer skeleton of every group skeleton subassembly, and the locating plate welding has seted up the bar hole on the part of the notch of locating plate extension outer skeleton in the notch of outer skeleton, and the piece of adjacent two sets of panel components is corresponding to the notch of outer skeleton, makes adjacent panel components compressed tightly through wearing to establish the wedge cardboard in the bar hole on the locating plate.
2. The assembled antiknock structural combination skeleton of claim 1 with the waterproof node of panel, characterized in that: the connecting pipe is welded with the inner layer framework and the outer layer framework.
3. The assembled antiknock structural combination skeleton of claim 1 with the waterproof node of panel, characterized in that: the connecting pipe is a steel pipe with the length of 40mm and the diameter of 50mm, and the outer circumferential surface of the connecting pipe is welded with the inner layer framework and the outer layer framework respectively.
4. The assembled antiknock structural combination skeleton of claim 1 with the waterproof node of panel, characterized in that: the inner layer framework is a steel pipe with the diameter of 50 mm.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822145354.1U CN209924152U (en) | 2018-12-20 | 2018-12-20 | Waterproof node of assembled antiknock structure combination skeleton and panel |
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| CN201822145354.1U CN209924152U (en) | 2018-12-20 | 2018-12-20 | Waterproof node of assembled antiknock structure combination skeleton and panel |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109853756A (en) * | 2018-12-20 | 2019-06-07 | 中国人民解放军军事科学院国防工程研究院 | A kind of waterproofing node of assembled explosion resistant structure combined frame and panel |
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2018
- 2018-12-20 CN CN201822145354.1U patent/CN209924152U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109853756A (en) * | 2018-12-20 | 2019-06-07 | 中国人民解放军军事科学院国防工程研究院 | A kind of waterproofing node of assembled explosion resistant structure combined frame and panel |
| CN109853756B (en) * | 2018-12-20 | 2024-04-30 | 中国人民解放军军事科学院国防工程研究院 | Waterproof node of assembled antiknock structure combination skeleton and panel |
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