CN208415724U - Steel structural plant roof and concrete walls delivery position waterproof construction - Google Patents

Steel structural plant roof and concrete walls delivery position waterproof construction Download PDF

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Publication number
CN208415724U
CN208415724U CN201820630140.0U CN201820630140U CN208415724U CN 208415724 U CN208415724 U CN 208415724U CN 201820630140 U CN201820630140 U CN 201820630140U CN 208415724 U CN208415724 U CN 208415724U
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CN
China
Prior art keywords
article
side plate
line
roof
bending structure
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201820630140.0U
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Chinese (zh)
Inventor
曾维锋
吴良勇
褚翔宇
单烽
宁书平
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hubei Jinggong Industrial Building System Co Ltd
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Hubei Jinggong Industrial Building System Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hubei Jinggong Industrial Building System Co Ltd filed Critical Hubei Jinggong Industrial Building System Co Ltd
Priority to CN201820630140.0U priority Critical patent/CN208415724U/en
Application granted granted Critical
Publication of CN208415724U publication Critical patent/CN208415724U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of steel structural plant roofs and concrete walls delivery position waterproof construction.It includes the receipts side component along slope of roof setting, receives side component and is made of receipts side plate and triangle stiffener;Receiving side plate includes a line, Article 2 side, and Article 2 side lower end connect L-shaped with a line one end, and perpendicular outside bending structure is arranged in Article 2 side upper end, and it is in along the outside bending structure of the gradient that a line other end, which is arranged,;One vertex of triangle stiffener is overlapped with the junction of a line and Article 2 side, and two articles of triangle stiffener are arranged in an overlapping while respectively with a line, Article 2;There is notch to be set on concrete wall surface, receives the vertical outside bending structure insertion notch of the Article 2 side upper end of side plate, the Article 2 side for receiving side plate is fixed on concrete wall surface by self threading pin;First edge lap of side plate is received on the support on roof boarding edge.The utility model has the advantages that good water-proof effect.

Description

Steel structural plant roof and concrete walls delivery position waterproof construction
Technical field
The utility model relates to technical field of building construction, more specifically say it is steel structural plant roof and concrete walls Delivery position waterproof construction.
Background technique
In recent years, with the development of the social economy, portal-rigid frames steel-structure factory building is short with its construction period, builds external form beauty It the advantages that sight, excellent earthquake resistance, has been more and more widely used.As gate-type steel-structure factory building building containment system, Steel structural plant roof and concrete walls junction water-proofing treatment are always restraining factors.Currently, due to steel structural plant roof Join the unreasonable of node with concrete, later period roof boarding occurs roof boarding with load and temperature deformation and receives at the self threading pin of side Leak;On the other hand, joint structure is complicated herein, more with material, construction trouble.Therefore, how steel structural plant roof is carried out With concrete walls delivery position waterproof construction, while reach guarantee waterproof effect, save the cost and it is easy for construction be that we are current A technical problem for needing to solve in a hurry.
Summary of the invention
The purpose of this utility model is to provide for a kind of steel structural plant roof and concrete walls delivery position waterproof knot Structure is avoided receiving side and is connect with roof boarding by self threading pin by receiving the setting of side component, solution traditional roof plate due to load and Temperature deformation causes the problem of leak, improves the integral waterproofing performance of steel-structure factory building;Cancel tradition simultaneously and receive side support, simplifies Side construction and installation steps are received, cost is reduced, obtains good economic benefit;The utility model structure is simple, and materials are convenient, applies Work simple process is convenient, and waterproof effect is good, and overall appearance is good, has a extensive future.
To achieve the goals above, the technical solution of the utility model are as follows: steel structural plant roof and concrete walls join Position waterproof construction, it is vertically disposed mixed including horizontally disposed roof purline, the roof boarding being fixed on roof purline Solidifying cob wall face, along the receipts side component of slope of roof setting, it is characterised in that: receive side component and put more energy into board group by receipts side plate and triangle At;Receiving side plate includes a line, Article 2 side, and Article 2 side lower end connect L-shaped, Article 2 side with a line one end Perpendicular outside bending structure is arranged in upper end, and the setting of a line other end is in along the outside bending structure of the gradient;Triangle is put more energy into One vertex of plate is overlapped with the junction of a line and Article 2 side, two sides of triangle stiffener respectively with first It is arranged in an overlapping in, Article 2;There is notch to be set on concrete wall surface, receives the vertical outside of the Article 2 side upper end of side plate Bending structure is inserted into notch, and the Article 2 side for receiving side plate is fixed on concrete wall surface by self threading pin;First for receiving side plate Edge lap is on the support on roof boarding edge, the gradient of the outer bending structure of a line other end and the gradient one of roof boarding It causes.
In the above-mentioned technical solutions, the self threading pin on the Article 2 side and concrete wall surface that are connected and fixed receipts side plate is provided with two Row.
In the above-mentioned technical solutions, side plate is received to be formed by color steel plate bending;Triangle stiffener is triangle coloured silk steel stiffener; Side component is received to be welded by receipts side plate and triangle stiffener interruption.
The utility model has the advantages that
(1) the utility model receives notch and self threading pin and concrete of the side component by insertion concrete wall surface by L-type Metope is fixedly connected, be different from tradition receive side plate need to separately set receive side support fix, while guaranteeing waterproof effect, simplification structure It makes, save the cost is increased economic efficiency;
(2) it receives side component and increases triangle stiffener, improve receipts side plate rigidity and avoid receiving side deformation and leak occur, improve Waterproofness;
(3) it receives side plate not to be directly connected to roof boarding, avoids the deformation of traditional method roof boarding from pulling self threading pin and leak, mention High waterproof performance, while guaranteeing that receiving side plate is not deformed pulling force by roof boarding and deformed, and guarantees aesthetic effect;
(4) the utility model materials are convenient, and production method is simple, and it is convenient to construct, and have a extensive future.
Detailed description of the invention
Fig. 1 is the overall structure signal of the utility model steel structural plant roof and concrete walls delivery position waterproof construction Figure.
Fig. 2 is the overall structure section of the utility model steel structural plant roof and concrete walls delivery position waterproof construction Structural schematic diagram.
Fig. 3 is the cross section structure schematic diagram that the utility model receives side component.
1- roof purline in figure, 2- receive side component, and 2.1- receives side plate, 2.11- a line, 2.12- Article 2 side, 2.2- Triangle stiffener, 3- roof boarding, 4- concrete wall surface, 4.1- notch, 5- self threading pin.
Specific embodiment
The performance that according to the present invention will be described in detail below with reference to the accompanying drawings, but they are not constituted to the utility model It limits, it is only for example.The advantages of making the utility model by explanation simultaneously, is more clear and is readily appreciated that.
Refering to known to attached drawing: steel structural plant roof and concrete walls delivery position waterproof construction, including it is horizontally disposed Roof purline 1, the roof boarding 3 being fixed on roof purline 1, vertically disposed concrete wall surface 4 are arranged along the slope of roof Receipts side component 2, receive side component 2 be made of receipts side plate 2.1 and triangle stiffener 2.2;Receiving side plate 2.1 is with two sides L-type folded plate, receiving side plate 2.1 includes a line 2.11, Article 2 side 2.12,2.12 lower end of Article 2 side and a line The connection of 2.11 one end is L-shaped, and perpendicular outside bending structure is arranged in 2.12 upper end of Article 2 side, and 2.11 other end of a line is set It sets in along the outside bending structure of the gradient;A vertex and a line 2.11 and Article 2 side 2.12 for triangle stiffener 2.2 Junction be overlapped, two articles of triangle stiffener 2.2 2.12 are arranged in an overlapping while respectively with a line 2.11, Article 2 (as shown in Figure 3);There is notch 4.1 to be set on concrete wall surface 4, receive side plate 2.1 2.12 upper end of Article 2 side it is vertical to Outer bending structure is inserted into notch 4.1, and the Article 2 side 2.12 for receiving side plate 2.1 is fixed on concrete wall surface 4 by self threading pin 5; The a line 2.11 for receiving side plate 2.1 is overlapped on the support on 3 edge of roof boarding, and 2.11 other end of a line is folded outward The gradient of kinking structure is consistent with the gradient of roof boarding 3 (as shown in Figure 1 and Figure 2), avoids receipts side and roof boarding from passing through self threading pin and connects It connects, solves the problems, such as that traditional roof plate since load and temperature deformation cause leak, improves the integral waterproofing of steel-structure factory building Energy;Cancel tradition simultaneously and receive side support, simplifies and receive side construction and installation steps, reduce cost, obtain good economic benefit;Separately External receipts side plate increases small triangle stiffener, improves and receives side plate Out-of Plane Stiffness, prevents receipts side plate from being deformed by wind load, guarantees Appearance;Its structure is simple, and materials are convenient, and waterproof effect is good, good economical benefit, and overall appearance is good.
The self threading pin 5 on the Article 2 side 2.12 and concrete wall surface 4 that are connected and fixed receipts side plate 2.1 is provided with two rows (as schemed 1, shown in Fig. 2), enhance fixed effect.
Side plate 2.1 is received to be formed by color steel plate bending;Triangle stiffener 2.2 is triangle coloured silk steel stiffener;Receive side component 2 by It receives side plate 2.1 to be welded with the interruption of triangle stiffener 2.2, the Out-of Plane Stiffness of side component is received in enhancing.
The installation process packet of steel structural plant roof described in the utility model and concrete walls delivery position waterproof construction Include following steps: 1) concrete wall surface 4 is slotted;2) roof boarding 3 is installed;3) side component 2 is received in installation, will be received 2.1 upper end of side plate and is inserted Enter the notch 4.1 of concrete wall surface 4;4) side component 2 will be received using two rows of self threading pins and concrete wall surface 4 is fixed.
In order to more clearly illustrate that steel structural plant roof described in the utility model and concrete walls join position Set waterproof construction possessed advantage compared with existing arragement construction, staff has carried out both technical solutions pair Than comparing result is as follows:
As seen from the above table, steel structural plant roof described in the utility model and concrete walls delivery position waterproof construction with Existing arragement construction is compared, and waterproof effect is preferably, cost is relatively low, appearance looks elegant.
Other unaccounted parts belong to the prior art.

Claims (3)

1. steel structural plant roof and concrete walls delivery position waterproof construction, including horizontally disposed roof purline (1), fixation The roof boarding (3) being arranged on roof purline (1), vertically disposed concrete wall surface (4), along the receipts side group of slope of roof setting Part (2), it is characterised in that: receive side component (2) and be made of receipts side plate (2.1) and triangle stiffener (2.2);It receives side plate (2.1) Including a line (2.11), Article 2 side (2.12), Article 2 side (2.12) lower end is connect with a line (2.11) one end L-shaped, perpendicular outside bending structure is arranged in Article 2 side (2.12) upper end, and the setting of a line (2.11) other end is in along slope Spend outside bending structure;One vertex of triangle stiffener (2.2) and a line (2.11) and Article 2 side (2.12) Junction is overlapped, and (2.12) in an overlapping while respectively with a line (2.11), Article 2 for two articles of triangle stiffener (2.2) Setting;There is notch (4.1) to be set on concrete wall surface (4), receive side plate (2.1) Article 2 side (2.12) upper end it is vertical to Outer bending structure is inserted into notch (4.1), and concrete is fixed on by self threading pin (5) in the Article 2 side (2.12) for receiving side plate (2.1) On metope (4);The a line (2.11) for receiving side plate (2.1) is overlapped on the support on roof boarding (3) edge, a line (2.11) gradient of the outer bending structure of the other end is consistent with the gradient of roof boarding (3).
2. steel structural plant roof according to claim 1 and concrete walls delivery position waterproof construction, it is characterised in that: The self threading pin (5) for being connected and fixed the Article 2 side (2.12) and concrete wall surface (4) of receiving side plate (2.1) is provided with two rows.
3. steel structural plant roof according to claim 2 and concrete walls delivery position waterproof construction, it is characterised in that: Side plate (2.1) are received to be formed by color steel plate bending;Triangle stiffener (2.2) is triangle coloured silk steel stiffener;Side component (2) are received by receiving Side plate (2.1) is welded with triangle stiffener (2.2) interruption.
CN201820630140.0U 2018-04-28 2018-04-28 Steel structural plant roof and concrete walls delivery position waterproof construction Expired - Fee Related CN208415724U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820630140.0U CN208415724U (en) 2018-04-28 2018-04-28 Steel structural plant roof and concrete walls delivery position waterproof construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820630140.0U CN208415724U (en) 2018-04-28 2018-04-28 Steel structural plant roof and concrete walls delivery position waterproof construction

Publications (1)

Publication Number Publication Date
CN208415724U true CN208415724U (en) 2019-01-22

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Application Number Title Priority Date Filing Date
CN201820630140.0U Expired - Fee Related CN208415724U (en) 2018-04-28 2018-04-28 Steel structural plant roof and concrete walls delivery position waterproof construction

Country Status (1)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111851775A (en) * 2020-07-15 2020-10-30 山西省工业设备安装集团有限公司 Waterproof structure of receiving limit of steel construction factory building concrete wall and compound sandwich panel wall handing-over department

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111851775A (en) * 2020-07-15 2020-10-30 山西省工业设备安装集团有限公司 Waterproof structure of receiving limit of steel construction factory building concrete wall and compound sandwich panel wall handing-over department

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GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20190122

Termination date: 20210428

CF01 Termination of patent right due to non-payment of annual fee