[go: up one dir, main page]

CN208251017U - Forestry Engineering wetland water blocking dykes and dams - Google Patents

Forestry Engineering wetland water blocking dykes and dams Download PDF

Info

Publication number
CN208251017U
CN208251017U CN201820826426.6U CN201820826426U CN208251017U CN 208251017 U CN208251017 U CN 208251017U CN 201820826426 U CN201820826426 U CN 201820826426U CN 208251017 U CN208251017 U CN 208251017U
Authority
CN
China
Prior art keywords
plate
dams
dykes
strut
stiffening
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
CN201820826426.6U
Other languages
Chinese (zh)
Inventor
邵明昌
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN201820826426.6U priority Critical patent/CN208251017U/en
Application granted granted Critical
Publication of CN208251017U publication Critical patent/CN208251017U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Revetment (AREA)

Abstract

Forestry Engineering wetland water blocking dykes and dams, including concrete dykes and dams, horizontal stiffening plate, perpendicular stiffening plate, turn plate lower plate, cement ground, positioning plate, support, strut, the horizontal stiffening plate has horizontal side plate, horizontal side plate is symmetrical arranged in horizontal stiffening plate two sides, horizontal stiffening plate has perpendicular reinforcement board slot, perpendicular stiffening plate and perpendicular board slot of reinforcing are adapted, perpendicular stiffening plate passes through perpendicular reinforcement board slot, it turns plate lower plate lower surface and connects horizontal stiffening plate, turn plate lower plate have turn plate upper plate, it turns plate upper plate side and connects perpendicular stiffening plate, plate lower plate two sides above and below horizontal stiffening plate are turned to be symmetrical arranged, plate lower plate is turned to be symmetrical arranged at left and right sides of perpendicular stiffening plate, No.1 screw rod, which is sequentially connected, turns plate lower plate, horizontal stiffening plate, No.1 screw rod both ends connect No.1 nut, No. two screw rods, which are sequentially connected, turns plate upper plate, perpendicular stiffening plate, No. two screw rod both ends connect No. two nuts, multiple horizontal stiffening plates It is uniformly distributed up and down along stiffening plate is erected, horizontal stiffening plate, perpendicular stiffening plate are arranged inside concrete dykes and dams.

Description

Forestry Engineering wetland water blocking dykes and dams
Technical field
The utility model relates to Forestry Engineering field more particularly to a kind of Forestry Engineering wetland water blocking dykes and dams.
Background technique
It in forestry engineering construction, is spread unchecked to prevent Flow in Wetland, needs to be hindered in the surrounding buildings dykes and dams of wetland Every, however existing dykes and dams due in structure it is not reasonable securely, have the risk washed away by water flow.
Utility model content
The utility model In view of the above shortcomings of the prior art, it is wet to provide a kind of structurally reasonable stable Forestry Engineering Ground water blocking dykes and dams.
The purpose of this utility model is to be achieved through the following technical solutions:
A kind of Forestry Engineering wetland water blocking dykes and dams, including concrete dykes and dams, horizontal stiffening plate, perpendicular stiffening plate, turn plate lower plate, water Muddy ground base, positioning plate, support, strut, the horizontal stiffening plate have horizontal side plate, and horizontal side plate is symmetrical arranged in horizontal stiffening plate two sides, Horizontal stiffening plate has perpendicular reinforcement board slot, erects stiffening plate and perpendicular board slot of reinforcing is adaptable, erect stiffening plate across perpendicular and reinforce board slot, turn plate Lower plate lower surface connects horizontal stiffening plate, turns plate lower plate with plate upper plate is turned, and turns plate upper plate side and connects perpendicular stiffening plate, turns plate lower plate Two sides are symmetrical arranged above and below horizontal stiffening plate, are turned plate lower plate and are symmetrical arranged at left and right sides of perpendicular stiffening plate, No.1 screw rod successively connects It connects and turns plate lower plate, horizontal stiffening plate, No.1 screw rod both ends connect No.1 nut, and No. two screw rods, which are sequentially connected, turns plate upper plate, perpendicular reinforcement Plate, No. two screw rod both ends connect No. two nuts, and multiple horizontal stiffening plates are uniformly distributed up and down along erecting stiffening plates, horizontal stiffening plate, it is perpendicular plus Strong plate is arranged inside concrete dykes and dams, and for the setting of cement ground in underground, cement ground top has boss, and boss has dykes and dams Slot, concrete dykes and dams lower part and dykes and dams slot are adapted, and concrete dykes and dams lower part connects dykes and dams slot, connect coagulation earth embankment on the right side of support Dam, support right side have multiple inserting columns, and concrete dykes and dams have multiple inserting column slots, and inserting column and inserting column slot are adapted, and inserting column is inserted into Inserting column slot, support lower surface connected positioning plate, support are bolted positioning plate by multiple.
The positioning plate lower part has multiple inserted links, and inserted link is inserted into underground, connection cement ground on the right side of positioning plate, on strut Portion has strut upper plate, and concrete dykes and dams have board slot on strut, and board slot is adapted on strut upper plate and strut, and strut upper plate connects Board slot on strut is connect, strut upper plate is bolted concrete dykes and dams by multiple No. two, and strut lower part has strut lower plate, positioning Plate has positioning side plate, strut lower plate connection positioning side plate, and positioning side plate connects strut lower plate by multiple connecting screws.
The utility model has the advantages that
It erects stiffening plate and passes through perpendicular reinforcement board slot, fix the relatively perpendicular stiffening plate level of horizontal stiffening plate, front-rear direction, horizontal side plate It is symmetrical arranged in horizontal stiffening plate two sides, horizontal side plate keeps concrete dykes and dams internal structure stronger, and No.1 screw rod, which is sequentially connected, turns plate Lower plate, horizontal stiffening plate fix the symmetrically arranged relatively horizontal stiffening plate of plate lower plate that turns, No. two screw rods be sequentially connected turn plate upper plate, Perpendicular stiffening plate fixes the symmetrically arranged relatively perpendicular stiffening plate of plate upper plate that turns, and the connection by turning plate lower plate makes horizontal stiffening plate phase Perpendicular stiffening plate is completely fixed, horizontal stiffening plate, perpendicular stiffening plate are built-in fitting, it is therefore an objective to reinforce the internal intensity of concrete dykes and dams, Enhance resistance to compression, the tensile strength of concrete dykes and dams, concrete dykes and dams lower part connects dykes and dams slot, and cement ground is to concrete dykes and dams bottom Portion is supported, and keeps the entire state of concrete dykes and dams more stable, is not easy or be tilted, side of the support to concrete dykes and dams Bottom support, the pressure that balance concrete dykes and dams side bottom is born, inserted link are inserted into underground, fix positioning plate with respect to ground, It positions side plate and connects strut lower plate by multiple connecting screws, fix strut lower part relative positioning plate, strut upper plate connection branch Board slot on bar, strut top support concrete dykes and dams top side, avoid being washed away by water flow.
Detailed description of the invention
Fig. 1 is Forestry Engineering wetland water blocking dykes and dams structural schematic diagram described in the utility model.
Fig. 2 is Forestry Engineering wetland water blocking dykes and dams left view described in the utility model.
Fig. 3 is horizontal stiffening plate described in the utility model, perpendicular stiffening plate structural schematic diagram.
Specific embodiment
The utility model is described in further detail below according to drawings and examples:
A kind of Forestry Engineering wetland water blocking dykes and dams, including concrete dykes and dams 01, horizontal stiffening plate 02, perpendicular stiffening plate 05, turn plate Lower plate 06, cement ground 12, positioning plate 15, support 16, strut 21, the horizontal stiffening plate 02 have horizontal side plate 03, horizontal side plate 03 It is symmetrical arranged in horizontal 02 two sides of stiffening plate, horizontal stiffening plate 02 has perpendicular reinforcement board slot 04, erects stiffening plate 05 with perpendicular and reinforces board slot 04 It is adapted, erects stiffening plate 05 and pass through perpendicular reinforcement board slot 04, turn 06 lower surface of plate lower plate and connect horizontal stiffening plate 02, turn the tool of plate lower plate 06 Plate upper plate 07 is turned, 07 side of plate upper plate is turned and connects perpendicular stiffening plate 05, it is symmetrical in horizontal about 02 two sides of stiffening plate to turn plate lower plate 06 Setting, it is arranged symmetrically at left and right sides of perpendicular stiffening plate 05 to turn plate lower plate 06, and No.1 screw rod 08, which is sequentially connected, turns plate lower plate 06, willfully Strong plate 02,08 both ends of No.1 screw rod connect No.1 nut 09, and No. two screw rods 10, which are sequentially connected, turns plate upper plate 07, perpendicular stiffening plate 05, No. two 10 both ends of screw rod connect No. two nuts 11, and multiple horizontal stiffening plates 02 are uniformly distributed along perpendicular about 05 stiffening plate, horizontal stiffening plate 02, it erects stiffening plate 05 to be arranged inside concrete dykes and dams 01, the setting of cement ground 12 has convex on underground, 12 top of cement ground Platform 13, boss 13 have dykes and dams slot 14, and 01 lower part of concrete dykes and dams and dykes and dams slot 14 are adapted, the connection of 01 lower part of concrete dykes and dams Dykes and dams slot 14 connects concrete dykes and dams 01 on the right side of support 16, has multiple inserting columns 17 on the right side of support 16, concrete dykes and dams 01 have Multiple inserting column slots 18, inserting column 17 and inserting column slot 18 are adapted, and inserting column 17 is inserted into inserting column slot 18,16 lower surface connected positioning plate of support 15, support 16 passes through multiple 19 connected positioning plates 15 of bolt.
15 lower part of positioning plate has multiple inserted links 20, and inserted link 20 is inserted into underground, connects cement floor on the right side of positioning plate 15 Base 12,21 top of strut have a strut upper plate 24, and concrete dykes and dams 01 have a board slot 27 on strut, on strut upper plate 24 and strut Board slot 27 is adapted, and strut upper plate 24 connects board slot 27 on strut, and strut upper plate 24 connects coagulation by multiple No. two bolts 25 Earth embankment dam 01,21 lower part of strut have strut lower plate 23, and positioning plate 15 has positioning side plate 22, and strut lower plate 23 connects oriented side Plate 22, positioning side plate 22 connect strut lower plate 23 by multiple connecting screws 26.
Perpendicular stiffening plate 05 passes through perpendicular reinforcement board slot 04, and erecting horizontal stiffening plate 02 relatively, stiffening plate 05 is horizontal, front-rear direction is solid Fixed, horizontal side plate 03 is symmetrical arranged in horizontal 02 two sides of stiffening plate, and horizontal side plate 03 keeps 01 internal structure of concrete dykes and dams stronger, No.1 Screw rod 08, which is sequentially connected, turns plate lower plate 06, horizontal stiffening plate 02, keeps the symmetrically arranged relatively horizontal stiffening plate 02 of plate lower plate 06 that turns fixed, No. two screw rods 10, which are sequentially connected, turns plate upper plate 07, perpendicular stiffening plate 05, and the symmetrically arranged plate upper plate 07 that turns is made to erect stiffening plate 05 relatively Fixed, the connection by turning plate lower plate 06 is completely fixed the relatively perpendicular stiffening plate 05 of horizontal stiffening plate 02, horizontal stiffening plate 02, perpendicular reinforcement Plate 05 is built-in fitting, it is therefore an objective to reinforce the internal intensity of concrete dykes and dams 01, resistance to compression, the tension for enhancing concrete dykes and dams 01 are strong Degree, 01 lower part of concrete dykes and dams connect dykes and dams slot 14, and cement ground 12 is supported 01 bottom of concrete dykes and dams, make concrete The entire state of dykes and dams 01 is more stable, is not easy or tilt, and support 16 supports the side bottom of concrete dykes and dams 01, balance The pressure that 01 side bottom of concrete dykes and dams is born, inserted link 20 are inserted into underground, fix positioning plate 15 with respect to ground, position side plate 22 connect strut lower plate 23 by multiple connecting screws 26, keep 21 lower part relative positioning plate 15 of strut fixed, strut upper plate 24 connects Board slot 27 on strut are connect, 21 top of strut supports 01 top side of concrete dykes and dams, avoids being washed away by water flow.

Claims (2)

1. a kind of Forestry Engineering wetland water blocking dykes and dams, it is characterized in that: including concrete dykes and dams, horizontal stiffening plate, perpendicular stiffening plate, turning Plate lower plate, cement ground, positioning plate, support, strut, the horizontal stiffening plate have horizontal side plate, and horizontal side plate is in horizontal stiffening plate two sides It is symmetrical arranged, horizontal stiffening plate has perpendicular reinforcement board slot, erects stiffening plate and perpendicular board slot of reinforcing is adaptable, erect stiffening plate and pass through perpendicular reinforce Board slot turns plate lower plate lower surface and connects horizontal stiffening plate, turns plate lower plate with plate upper plate is turned, and turns the perpendicular reinforcement of plate upper plate side connection Plate turns plate lower plate two sides above and below horizontal stiffening plate and is symmetrical arranged, turns plate lower plate and be symmetrical arranged at left and right sides of perpendicular stiffening plate, No.1 Screw rod, which is sequentially connected, turns plate lower plate, horizontal stiffening plate, and No.1 screw rod both ends connect No.1 nut, and No. two screw rods are sequentially connected and turn on plate Plate, perpendicular stiffening plate, No. two screw rod both ends connect No. two nuts, and multiple horizontal stiffening plates are uniformly distributed along stiffening plate or more is erected, willfully Strong plate, perpendicular stiffening plate are arranged inside concrete dykes and dams, and for the setting of cement ground in underground, cement ground top has boss, convex Platform has dykes and dams slot, and concrete dykes and dams lower part and dykes and dams slot are adapted, and concrete dykes and dams lower part connects dykes and dams slot, connects on the right side of support Concrete dykes and dams are connect, there are multiple inserting columns on the right side of support, concrete dykes and dams have multiple inserting column slots, and inserting column is mutually fitted with inserting column slot It answers, inserting column is inserted into inserting column slot, support lower surface connected positioning plate, and support is bolted positioning plate by multiple.
2. Forestry Engineering wetland water blocking dykes and dams according to claim 1, it is characterized in that: the positioning plate lower part is with more A inserted link, inserted link are inserted into underground, and cement ground is connected on the right side of positioning plate, and strut top has strut upper plate, concrete dykes and dams tool There is board slot on strut, board slot is adapted on strut upper plate and strut, and strut upper plate connects board slot on strut, and strut upper plate passes through more A No. two are bolted concrete dykes and dams, and strut lower part has strut lower plate, and positioning plate has positioning side plate, the connection of strut lower plate Side plate is positioned, positioning side plate connects strut lower plate by multiple connecting screws.
CN201820826426.6U 2018-05-31 2018-05-31 Forestry Engineering wetland water blocking dykes and dams Expired - Fee Related CN208251017U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820826426.6U CN208251017U (en) 2018-05-31 2018-05-31 Forestry Engineering wetland water blocking dykes and dams

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820826426.6U CN208251017U (en) 2018-05-31 2018-05-31 Forestry Engineering wetland water blocking dykes and dams

Publications (1)

Publication Number Publication Date
CN208251017U true CN208251017U (en) 2018-12-18

Family

ID=64652694

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820826426.6U Expired - Fee Related CN208251017U (en) 2018-05-31 2018-05-31 Forestry Engineering wetland water blocking dykes and dams

Country Status (1)

Country Link
CN (1) CN208251017U (en)

Similar Documents

Publication Publication Date Title
US4911585A (en) Wall systems
CA2884519A1 (en) Concrete forming systems and methods
CN207905350U (en) Wall form reinforced structure
CN207228146U (en) Bridge tower cushion cap overhanging type tower crane
CN208251017U (en) Forestry Engineering wetland water blocking dykes and dams
CN202131600U (en) Dual cross fixing end
CN104452598B (en) The construction method of pier prestressed cap beam with extra length Construction Supporting System in water
CN105862607B (en) A roof pushing system and its construction method for pushing the closing section of a continuous rigid frame bridge
CN205577394U (en) Support system suitable for construction of silo bottom plate conical surface structure
KR20190010947A (en) Base plate upside buried integral concrete foundation block
KR100520480B1 (en) Breast wall structure of embankment for road
CN216515419U (en) Bearing structure is used in aqueduct construction
CN213682085U (en) Steel-pipe pile foundation reinforcing apparatus
CN210517719U (en) Large-gradient cable truss structure
CN210086160U (en) Detachable and easily-stored flood control device
CN112359888B (en) Static pile reaction frame jacking system for carbon filter tank body deviation rectifying and reinforcing construction and construction method
CN213268892U (en) Post-cast strip connection structure is supported to casing string
CN209686240U (en) A kind of detachable pier shaft reinforcement installation operating platform
CN204531467U (en) A kind of superposed beam, plate support bar tripod
CN108483247A (en) A kind of townhouse carrying pole type hoisting frame being mounted laterally based on concrete isolated beam
KR20140009808A (en) Spacer of reinforced bar adapted for base concrete
KR100890004B1 (en) Bridge plate bridge and the construction method of rigidly connecting active and non-active material to mold and prop
CN207619997U (en) Assembly type downcast well pipe holder
CN215926949U (en) Steel leaning tower force rod type support structure system
CN205712161U (en) A kind of inserted type tower foundation

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20181218

Termination date: 20190531

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