CN208056501U - A kind of roof drainage ditch structure - Google Patents

A kind of roof drainage ditch structure Download PDF

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Publication number
CN208056501U
CN208056501U CN201820516744.2U CN201820516744U CN208056501U CN 208056501 U CN208056501 U CN 208056501U CN 201820516744 U CN201820516744 U CN 201820516744U CN 208056501 U CN208056501 U CN 208056501U
Authority
CN
China
Prior art keywords
boss
vertical plate
plate
level board
gutter
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
CN201820516744.2U
Other languages
Chinese (zh)
Inventor
李大为
高仓
王雪婷
刘峰
薛金城
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.)
SCEGC No 9 Construction Engineering Group Co Ltd
Original Assignee
SCEGC No 9 Construction Engineering Group 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 SCEGC No 9 Construction Engineering Group Co Ltd filed Critical SCEGC No 9 Construction Engineering Group Co Ltd
Priority to CN201820516744.2U priority Critical patent/CN208056501U/en
Application granted granted Critical
Publication of CN208056501U publication Critical patent/CN208056501U/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 roof drainage ditch structures, including the gutter ontology being arranged on roofing and mat formation in the assembling die of gutter ontology madial wall, assembling die includes the level board for being symmetrically laid in the vertical plate of gutter ontology madial wall both sides and being clamped between two vertical plates, the bottom of vertical plate is provided with the boss placed for level board, the inside of positive vertical plate is arranged in boss, the length direction of boss vertically plate is laid, and boss is in horizontal layout, and level board is supported on boss.The utility model is simple in structure, pass through the setting of assembling die, the madial wall of gutter ontology is wrapped up, the mortar and water for making gutter body bottom portion are completely cut off, the destruction that base causes base is penetrated into after effectively preventing mortar water suction, it prevents the mortar after water suction that frost heaving failure occurs simultaneously and generates peeling, to cause the blocking of collector nozzle.

Description

A kind of roof drainage ditch structure
Technical field
The utility model is related to a kind of discharge structures, more particularly, to a kind of roof drainage ditch structure.
Background technology
Building roof waterproof is the prerequisite for ensureing building normal use, therefore, in building roof waterproof engineering matter In the processing of amount, prevent the processing of leakage great to closing building roof.The crucial processing of leakage is prevented to be room on roofing Face drainage pattern, existing roof drainage ditch structure generally adopt and directly use gutter ontology, and when use gutter ontology, it is both needed to Edge sealing is carried out with cement mortar and bottom is levelling, and mortar itself has very high water absorption rate, rainwater to be easy to ooze from cement mortar surface Base is arrived thoroughly, since the freeze-thaw resistance of cement mortar is poor so that cement mortar is easy to fall off blocking collector nozzle, and causes water from envelope It is leaked out at side.
Utility model content
The technical problem to be solved by the utility model is to the deficiencies in for the above-mentioned prior art, provide a kind of roofing Gutter structure, simple in structure, using effect is good, and by the setting of assembling die, the madial wall of gutter ontology is carried out Package, makes the mortar of gutter body bottom portion be completely cut off with water, and infiltration base causes base after effectively preventing mortar water suction The destruction of layer, while preventing the mortar after water suction that frost heaving failure occurs and generating peeling, to cause the blocking of collector nozzle.
In order to solve the above technical problems, the technical solution adopted in the utility model is:A kind of roof drainage ditch structure, it is special Sign is:Including the gutter ontology being arranged on roofing and mat formation in the assembling die of the gutter ontology madial wall, institute The cross section for stating gutter ontology is rectangle, and the lower section being arranged at the top of the roofing at the top of the gutter ontology is described Assembling die includes symmetrically being laid in the vertical plate of the gutter ontology madial wall both sides and being clamped in two vertical plates Between level board, the thickness of the vertical plate is 30mm~40mm, and the height of the vertical plate is 80mm~120mm, described The bottom of vertical plate is provided with the boss placed for the level board, and the boss is arranged in the inside of the vertical plate, described Boss is laid along the length direction of the vertical plate, and the boss is in horizontal layout, and the level board is supported on the boss, The width of the boss is 20mm~25mm.
A kind of above-mentioned roof drainage ditch structure, it is characterized in that:The card in horizontal layout is provided at the top of the vertical plate Loading board, the clamping plate are arranged on the lateral wall of the vertical plate, the bottom for clamping plate and the gutter ontology Top is close to, and the top for clamping plate is laid in the same plane at the top of the roofing.
A kind of above-mentioned roof drainage ditch structure, it is characterized in that:The vertical plate, clamping plate and boss are to be poured by concrete Build the concrete slab being integrated.
A kind of above-mentioned roof drainage ditch structure, it is characterized in that:The width for clamping plate is 90mm~120mm.
A kind of above-mentioned roof drainage ditch structure, it is characterized in that:The level board is the stone plate by the processed formation of rock, The thickness of the stone plate is 10mm~15mm.
A kind of above-mentioned roof drainage ditch structure, it is characterized in that:It is provided with waterproof between the level board and the vertical plate Structure.
1. the utility model includes the gutter ontology being arranged on roofing and mats formation in the group of gutter ontology madial wall Molding tool, simple in structure, using effect is good.
2. the madial wall of gutter ontology is wrapped up by the setting of assembling die, makes gutter by the utility model The mortar of body bottom portion is completely cut off with water, penetrates into the destruction that base causes base after effectively preventing mortar water suction, simultaneously It prevents the mortar after water suction that frost heaving failure occurs and generates peeling, to cause the blocking of collector nozzle.
It is firm that 3. the utility model can be installed level board by the setting of boss, while being supported to level board, Due to level board by water gravity when, will produce downward load, only by the frictional force between level board and vertical plate into Row support, can make level board generate the phenomenon that displacement even destroys, to make water enter the bottom of gutter ontology.
In conclusion the utility model is simple in structure, using effect is good, by the setting of assembling die, by gutter sheet The madial wall of body is wrapped up, and the mortar of gutter body bottom portion is made to be completely cut off with water, after effectively preventing mortar water suction It penetrates into base and causes the destruction of base, while preventing the mortar after water suction that frost heaving failure occurs and generating peeling, to cause down The blocking at the mouth of a river.
Below by drawings and examples, the technical solution of the utility model is described in further detail.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is the structural schematic diagram of the utility model assembling die.
Reference sign:
1-gutter ontology;2-vertical plates;3-level boards;
4-boss;5-clamp plate.
Specific implementation mode
A kind of roof drainage ditch structure as shown in Figure 1 and Figure 2, including the gutter ontology 1 that is arranged on roofing and mat formation It is rectangle, the gutter sheet in the cross section of the assembling die of 1 madial wall of gutter ontology, the gutter ontology 1 The lower section at the top of the roofing is arranged in the top of body 1, and the assembling die includes symmetrically being laid in the gutter ontology 1 The thickness of the vertical plate 2 of side wall both sides and the level board 3 being clamped between two vertical plates 2, the vertical plate 2 is 30mm The height of~40mm, the vertical plate 2 are 80mm~120mm, and the bottom of the vertical plate 2 is provided with puts for the level board 3 The boss 4 set, the boss 4 are arranged in the inside of the vertical plate 2, length direction cloth of the boss 4 along the vertical plate 2 If the boss 4 is in horizontal layout, the level board 3 is supported on the boss 4, the width of the boss 4 be 20mm~ 25mm。
In actual use, by the setting of the assembling die, the madial wall of the gutter ontology 1 is wrapped up, The mortar of 1 bottom of gutter ontology is set to be completely cut off with water, infiltration base causes base after effectively preventing mortar water suction The destruction of layer, while preventing the mortar after water suction that frost heaving failure occurs and generating peeling, to cause the blocking of collector nozzle.
In actual use, the height of the vertical plate 2 and thickness can be adjusted according to actual needs, preferred described perpendicular It is 30mm~40mm to the thickness of plate 2, the height of the vertical plate 2 is 80mm~120mm.
In actual use, it is firm to be installed the level board 3 by the setting of the boss 4, while to the water Tablet 3 is supported, due to the level board 3 by water gravity when, will produce downward load, only pass through the level board Frictional force between 3 and vertical plate 2 is supported, and level board 3 can be made to generate the phenomenon that displacement even destroys, to make water enter The bottom of gutter ontology 1.
In actual use, the volume width of the boss 4 can be adjusted according to actual needs, and preferably 20mm~ 25mm。
In the present embodiment, the top of the vertical plate 2 is provided with the clamping plate 5 in horizontal layout, and the clamping plate 5 is arranged On the lateral wall of the vertical plate 2, the bottom for clamping plate 5 is close to the top of the gutter ontology 1, the clamping It is laid in the same plane at the top of the roofing at the top of plate 5.
In actual use, the setting that plate 5 is clamped by monologue story-telling with gestures makes the vertical plate 2 and the top of gutter ontology 1 carry out It clamps, ontology 1 top in gutter is capable of providing the support to vertical plate 2, while being limited the vertical position of vertical plate 2 Position.
In actual use, at the top of the roofing when being designed construction, for the ease of moving the water to flow into the gutter structure In, setting slope surface can be drained at the top of the roofing, therefore be laid at the top of the top of the clamping plate 5 and the roofing same In plane, it is therefore an objective to be discharged after being flowed into the gutter structure convenient for water.
In the present embodiment, the vertical plate 2 clamps the concrete of plate 5 and boss 4 to be integrated by concreting Plate.
In actual use, by the vertical plate 2, clamp plate 5 and boss 4 and pour and be integrated, it is therefore an objective to increase between three Stability simultaneously reduce three junction generation drainage.
In actual use, the vertical plate 2, to clamp plate 5 and boss 4 be concrete slab, it can be achieved that batch production is processed, and Formed precision height is easily installed.
In the present embodiment, the width for clamping plate 5 is 90mm~120mm.
In actual use, the width for clamping plate 5 can be adjusted according to actual needs, and preferably 90mm~ 120mm。
In the present embodiment, the level board 3 is the stone plate by the processed formation of rock, and the thickness of the stone plate is 10mm~15mm.
In actual use, the level board 3 can be concrete slab, metallic plate or stone plate, preferably stone plate, Bottom plate due to level board 3 as the gutter structure, it is more demanding to water imbibition, durability and frost resistance, and concrete slab Water imbibition, durability and frost resistance it is poor, the water imbibition and frost resistance of metallic plate are preferable, but are easy after contact with water Oxidation and rusting.
In the present embodiment, waterproof construction is provided between the level board 3 and the vertical plate 2.
In actual use, by the setting of the waterproof construction, effectively preventing the infiltration of water causes base to cause base The destruction of layer, while preventing the mortar after water suction that frost heaving failure occurs and generating peeling, to cause the blocking of collector nozzle.
It should be noted that waterproof construction is weather proofing sealant.
The above is only the preferred embodiment of the utility model, not imposed any restrictions to the utility model, every Any simple modification, change and equivalent structure made by above example are changed according to the utility model technical spirit, still Belong in the protection domain of technical solutions of the utility model.

Claims (6)

1. a kind of roof drainage ditch structure, it is characterised in that:Including the gutter ontology (1) being arranged on roofing and mat formation in institute The assembling die of gutter ontology (1) madial wall is stated, the cross section of the gutter ontology (1) is rectangle, the gutter sheet Lower section at the top of the roofing is set at the top of body (1), and the assembling die includes symmetrically being laid in the gutter ontology (1) vertical plate (2) of madial wall both sides and the level board (3) being clamped between two vertical plates (2), the vertical plate (2) thickness is 30mm~40mm, and the height of the vertical plate (2) is 80mm~120mm, and the bottom of the vertical plate (2) is set It is equipped with the boss (4) placed for the level board (3), the boss (4) setting is described convex in the inside of the vertical plate (2) Platform (4) is laid along the length direction of the vertical plate (2), and the boss (4) is in horizontal layout, and the level board (3) is supported on On the boss (4), the width of the boss (4) is 20mm~25mm.
2. a kind of roof drainage ditch structure described in accordance with the claim 1, it is characterised in that:It is set at the top of the vertical plate (2) It is equipped with the clamping plate (5) in horizontal layout, the clamping plate (5) is arranged on the lateral wall of the vertical plate (2), the clamping It is close at the top of the bottom of plate (5) and the gutter ontology (1), the top for clamping plate (5) and cloth at the top of the roofing If in the same plane.
3. a kind of roof drainage ditch structure according to claim 2, it is characterised in that:The vertical plate (2) clamps plate (5) and boss (4) is the concrete slab being integrated by concreting.
4. according to a kind of roof drainage ditch structure according to claim 2 or 3, it is characterised in that:The width for clamping plate (5) For 90mm~120mm.
5. according to a kind of roof drainage ditch structure as claimed in claim 1 or 2, it is characterised in that:The level board (3) is by rock The thickness of the stone plate of the processed formation of stone, the stone plate is 10mm~15mm.
6. according to a kind of roof drainage ditch structure as claimed in claim 1 or 2, it is characterised in that:The level board (3) with it is described Vertical plate is provided with waterproof construction between (2).
CN201820516744.2U 2018-04-11 2018-04-11 A kind of roof drainage ditch structure Expired - Fee Related CN208056501U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820516744.2U CN208056501U (en) 2018-04-11 2018-04-11 A kind of roof drainage ditch structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820516744.2U CN208056501U (en) 2018-04-11 2018-04-11 A kind of roof drainage ditch structure

Publications (1)

Publication Number Publication Date
CN208056501U true CN208056501U (en) 2018-11-06

Family

ID=63985488

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820516744.2U Expired - Fee Related CN208056501U (en) 2018-04-11 2018-04-11 A kind of roof drainage ditch structure

Country Status (1)

Country Link
CN (1) CN208056501U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111851877A (en) * 2020-08-27 2020-10-30 海南红杉科创实业有限公司 Flat roof drainage method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111851877A (en) * 2020-08-27 2020-10-30 海南红杉科创实业有限公司 Flat roof drainage method

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CF01 Termination of patent right due to non-payment of annual fee
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Granted publication date: 20181106