CN105464444A - Reinforced electric tower - Google Patents
Reinforced electric tower Download PDFInfo
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- CN105464444A CN105464444A CN201610022116.4A CN201610022116A CN105464444A CN 105464444 A CN105464444 A CN 105464444A CN 201610022116 A CN201610022116 A CN 201610022116A CN 105464444 A CN105464444 A CN 105464444A
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- retainer ring
- cement
- steel pipe
- ring
- steel
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
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- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a reinforced electric tower. A tower body of the reinforced electric tower comprises insulators, insulating wires are connected between the insulators and a hardware fitting, and transfer rods are arranged between tension-resistant rods and bases. Connecting rods arranged on the tops of the insulators are connected with the tower body through steel wire ropes. Each steel pipe pile foundation comprises a steel pipe, a fixing ring and a steel channel, wherein the steel pipe and a cement inner layer arranged on the steel pipe can be better fixed through the fixing ring arranged on the steel pipe; a metal layer closely connected with the cement inner layer is further arranged outside the cement inner layer; a cement outer layer closely connected with the metal layer is arranged outside the metal layer; a plurality of steel bars are arranged on the steel pipe, penetrate the cement inner layer and the metal layer and are inserted in the cement outer layer, and toughness of the foundation is enhanced. Cement tables are arranged between the portions, located at the opposite corners, of the cement outer layers and are in the shape of a frustum of a prism so that the foundations can be mutually hampered, the toughness of the foundations is enhanced, intactness of the foundations can be guaranteed during a typhoon and an earthquake, and a building above is prevented from collapsing.
Description
Technical field
The present invention relates to a kind of electric force pole tower, relate to a kind of reinforcement type electric force pole tower in particular.
Background technology
Insulator and the steel pipe pile foundation structure of electric force pole tower occupy very consequence in the structure of transmission line of electricity, the setting of insulator and performance and steel pipe pile foundation structure whether firm, be related to the structural strength of transmission line of electricity, be related to that transmission line of electricity is in the normal process run, the probability broken down affected by environment.
Being installed in after on tower body of insulator in life is difficult to change direction again, and but insulation effect is not obvious especially, and the situation having electric leakage occurs, and suspended isolator only fixes one end, and stability is not high.Steel pipe pile foundation only has a steel pipe pile to be directly inserted in earth mostly, there is no other reinforcement material or back-up coat, cause the intensity of steel pipe pile foundation little, run into when blowing typhoon the disasters such as earthquake, steel pipe pile may be caused to uproop or bend, building on steel pipe pile is translated into pound people or other are architectural, cause the secondary disaster and casualties.Steel pipe pile foundation is not when having back-up coat and topping and be embedded in the end, ground for a long time, and steel pipe pile foundation is easy to be corroded, thus makes ground unstable, causes the building collapse on ground.Steel pipe pile foundation can apply to bolt mostly, but but topping and back-up coat are not arranged to bolted position, make connecting portion easily be corroded and loosen, thus cause ground unstable.Be separate between most steel pipe pile foundation, there is no annexation.In this context, if problem has appearred in a steel pipe pile, so other several steel pipe pile foundations also can have been involved, and whole basis may be caused steady, and the situation of top building collapse occurs.Earth around ground is also very important, and the especially southern earth relatively north can be soft moister, if ground does not add topping and back-up coat, basis is easy to by cargo sweat or topples over, and causes top building collapse.
Summary of the invention
For the deficiency that prior art exists, the object of the present invention is to provide a kind of with insulating properties, install stable, variable direction insulator and with can be anticorrosion and a kind of reinforcement type electric force pole tower that steadiness is applicable to the steel pipe pile foundation of different soil property can be increased.
For achieving the above object, the invention provides following technical scheme: a kind of reinforcement type electric force pole tower, comprise steel pipe pile foundation and tower body, tower body comprises several insulators and tension-resistant rod, the material of insulator is glass or pottery and is arranged on tension-resistant rod, pedestal is provided with between tension-resistant rod and tower body, be bolted between pedestal and tower body, middle bull stick is provided with between pedestal and tension-resistant rod, middle bull stick and being all connected through the hinge between tension-resistant rod and pedestal, tension-resistant rod is provided with gold utensil, insulated conductor is provided with between insulator and gold utensil, insulator top is provided with connecting rod, connecting rod offers hole clipping, insulator is arranged side by side on tower body, wire rope two ends are equipped with fastener, tower body is connected by wire rope with connecting rod with connecting rod by any cross bar hooked respectively on tower body by fastener, for being welded to connect between fastener and wire rope, steel pipe pile foundation comprises steel pipe, retainer ring electric force pole tower channel-section steel, retainer ring comprises the first identical retainer ring of structure each other, second retainer ring, 3rd retainer ring, 4th retainer ring and the 5th retainer ring, first retainer ring, second retainer ring, 3rd retainer ring and the 4th retainer ring are all arranged with on steel pipe, first retainer ring, second retainer ring, 3rd retainer ring, 4th retainer ring and the 5th retainer ring include ring wall and egative film, ring wall and egative film all offer screw, adopt bolt by the screw on ring wall by the first retainer ring, second retainer ring, 3rd retainer ring and the 4th retainer ring and steel pipe compact siro spinning technology, first retainer ring, second retainer ring, the first cement block is equipped with below the egative film of the 3rd retainer ring and the 4th retainer ring, first cement block structure in the form of a ring, be surrounded on steel pipe, adopt bolt by screw by the first cement block and egative film compact siro spinning technology, the cement internal layer of cement slurry sets is equipped with around steel pipe, cement internal layer wraps the first retainer ring, second retainer ring, 3rd retainer ring and the 4th retainer ring, and wrap the first cement block, 5th retainer ring to be arranged on above cement internal layer and to be set on steel pipe, ring wall and steel pipe are bolted, the egative film of the 5th retainer ring and the upper aspect of cement internal layer are bolted, one deck and the metal level of its laminating for reinforcing is provided with on cement internal layer surface, be provided with outside metal level one deck fit tightly with it for the protection of cement outer, cement skin is formed by cement slurry sets, the upper end of metal level wraps the egative film of the 5th retainer ring, cement outer section wraps the ring wall of the 5th retainer ring, channel-section steel is arranged on above steel pipe, steel pipe and channel-section steel are integrated setting, channel-section steel is provided with fixed head, fixed head comprises flat and vertical piece, flat is integrated setting with vertical piece, flat and vertical piece all offer screwed hole, bolt is adopted flat and steel pipe to be reinforced the connection by screwed hole, bolt is adopted vertical piece and channel-section steel to be reinforced the connection by screwed hole, cement skin is equipped with the second cement block, the flat of fixed head that second cement block wraps, second cement block wraps the 5th retainer ring, steel pipe has four and is rectangle distribution, cement platform is provided with between the cement skin being in the steel pipe at diagonal angle, and connected by cement platform, some reinforcing bars are provided with in cement platform, reinforcing bar is netted arrangement, crossover sites is welding.
As a further improvement on the present invention, steel pipe is welded with some the steel bars for reinforcing, steel bar is raw to extension centered by steel pipe, mutually to stagger between steel bar setting, steel bar passes across cement internal layer and metal level and is inserted in cement skin, steel bar passes across cement internal layer and metal level and is inserted in cement skin, is equipped with some articles of steel bars between the first retainer ring and the second retainer ring, between the second retainer ring and the 3rd retainer ring, between the 3rd retainer ring and the 4th retainer ring.
As a further improvement on the present invention, the buried part of steel pipe is truncated cone-shaped, its diameter and thickness increase downwards successively, and the first retainer ring, the second retainer ring, the 3rd retainer ring and the 4th retainer ring are set on steel pipe successively by order from small to large, from top to bottom.
As a further improvement on the present invention, first retainer ring, the second retainer ring, the 3rd retainer ring, the 4th retainer ring and the 5th retainer ring form by two semi-circulars, the gripper shoe for reinforcing and supporting is provided with between ring wall and egative film, gripper shoe is three-legged structure, and triangle two limits are fixedly connected with egative film with ring wall respectively.
As a further improvement on the present invention, cement platform structure is up-small and down-big, in terrace with edge shape.
Beneficial effect of the present invention, tower body is provided with insulator, insulator is arranged on tension-resistant rod, be provided with middle bull stick between tension-resistant rod and pedestal, insulator on tension-resistant rod can be made to change direction and arrange, between insulator and the gold utensil being arranged on tension-resistant rod, be connected with insulated conductor, better insulation effect can be played, insulator top is provided with connecting rod, can connect the connecting rod on tower body or other insulators, makes insulator arrange firmly, steel pipe is provided with several retainer rings, retainer ring is also provided with screw and gripper shoe, gripper shoe can strengthen the ability to bear of retainer ring, thus strengthen the ability to bear on basis, the first cement block is provided with below retainer ring, be bolted between first cement block and retainer ring, steel pipe is also provided with some steel bars, steel pipe is inserted in cement paste, cement block and cement paste are integrated, steel bar is wrapped up by cement paste and fits tightly with cement paste, cement internal layer is formed after cement slurry sets, now cement layer and retainer ring, first cement block and steel bar fit tightly, increase the intensity on basis, and the steel bar be arranged on steel pipe makes the intensity on basis larger.Be provided with the 5th retainer ring at the top of cement internal layer, on cement internal layer, add layer of metal layer simultaneously, make the intensity on basis better.Metal level wraps the egative film of the 5th retainer ring, and make the compatible degree between metal level and cement city better, two back-up coats can pin down mutually closer to as a whole.Add one deck cement on the metal layer outer, not only strengthen basis, also protect whole basis, based in originally the metal be exposed in soil provide a topping, etch-proof effect can be accomplished.Cement outer layer covers lives the 5th retainer ring, and the 5th retainer ring need not be exposed in atmosphere, reduces the possibility of corrosion.The steel bar be arranged on steel pipe crosses cement internal layer and metal level and is inserted into cement skin, not only strengthen basis, be connected to three back-up coats simultaneously, make the connection between three back-up coats closer, have each other and pind down, especially, when earthquake or be in wet soft earth, basis can not fracture or be out of shape.Connection between steel pipe connects the cement skin realization on its surface by cement platform, and in X-type between cement platform, make mutually to pin down the stability turn increasing ground between ground, in earthquake or when blowing typhoon, ground is all difficult to destroyed.Channel-section steel and steel pipe are integrated setting, and both are also reinforced by fixed head, blow typhoon even if run into, and the building on basis is also not easy to topple over.
Accompanying drawing explanation
Fig. 1 is the sectional view of steel pipe pile foundation;
Fig. 2 is the top view of the steel pipe being equipped with steel bar and retainer ring;
Fig. 3 is the structural representation of cement platform;
Fig. 4 is the top view of steel pipe pile foundation;
Fig. 5 is the structural representation of retainer ring;
Fig. 6 is the structural representation of fixed head;
Fig. 7 is the structural representation of insulator.
Detailed description of the invention
Below in conjunction with the embodiment given by accompanying drawing, the present invention is described in further detail.
Shown in 7, a kind of reinforcement type electric force pole tower of the present embodiment, comprise steel pipe pile foundation and tower body, tower body comprises several insulators 12 and tension-resistant rod 15, the material of insulator 12 is glass or pottery and is arranged on tension-resistant rod 15, pedestal 13 is provided with between tension-resistant rod 15 and tower body, be bolted between pedestal 13 and tower body, what make that pedestal 13 can be stable is fixed on tower body, middle bull stick 14 is provided with between pedestal 13 and tension-resistant rod 15, middle bull stick 14 and being connected through the hinge between tension-resistant rod 15 and pedestal 13, when multiple insulator 12 being installed in a region, there will be crowded phenomenon causes circuit to go wrong, and middle bull stick 14 changes the direction of insulator 12, greatly reducing the possibility that the crowded minimizing circuit of insulator 12 goes wrong, tension-resistant rod 15 is provided with gold utensil 151, is provided with insulated conductor 152 between insulator 12 and gold utensil 151, waits enough effects adding insulation greatly, for circuit provides safeguard, insulator 12 top is provided with connecting rod 121, in order to the setting of insulator 12 more firmly can be connected with tower body by connecting rod 121, connecting rod 121 offers hole clipping, insulator 12 is arranged side by side on tower body, wire rope two ends are equipped with fastener, tower body is connected by wire rope with connecting rod 121 with connecting rod 121 by any cross bar hooked respectively on tower body by fastener, for being welded to connect between fastener and wire rope, insulator 12 can be stabilized well, facilitate insulation 12 firm be arranged on tower body, steel pipe pile foundation comprises steel pipe 1, retainer ring 2 and channel-section steel 7, retainer ring 2 is respectively the first congenial retainer ring 201 of structure, second retainer ring 202, 3rd retainer ring 203, 4th retainer ring 204 and the 5th retainer ring 205, first retainer ring 201, second retainer ring 202, 3rd retainer ring 203 and the 4th retainer ring 204 ring are located on steel pipe 1, first retainer ring 202, second retainer ring 202, 3rd retainer ring 203, 4th retainer ring 204 and the 5th retainer ring 205 include ring wall 21 and egative film 22, ring wall 21 and egative film 22 all offer screw 23, adopt bolt by the screw 23 on ring wall 21 by the first retainer ring 201, second retainer ring 202, 3rd retainer ring 203 and the 4th retainer ring 204 and steel pipe 1 compact siro spinning technology, the first cement block 9 is all installed on below egative film 22, first cement block 9 structure in the form of a ring, be surrounded on steel pipe 1, adopt bolt by screw 23 by the first cement block 9 and base plate 22 compact siro spinning technology, the cement internal layer 3 of cement slurry sets is equipped with around steel pipe 1, cement internal layer 3 wraps the first retainer ring 201, second retainer ring 202, 3rd retainer ring 203 and the 4th retainer ring 204, and wrap the first cement block 9, first cement block 9 fits into one with cement internal layer 3, now cement internal layer 3 and steel pipe 1 fit tightly, and protect retainer ring 2 and the connection between retainer ring 2 and steel pipe 1, strengthen connection, 5th retainer ring 205 is arranged on above cement internal layer 3 and ring is located on steel pipe 1, ring wall 21 and the steel pipe 1 of the 5th retainer ring 205 are bolted, the egative film 22 of bolt by the 5th retainer ring 205 and the upper aspect compact siro spinning technology of cement internal layer 3, intensity and toughness is added to basis, when earthquake, basis is not easy to be shaken disconnected.Cement internal layer 3 surface is provided with one deck and fits tightly metal level 5 for reinforcing with it, be provided with outside metal level 5 one deck and its laminating for the protection of cement skin 6, cement skin 6 is formed by cement slurry sets, cement skin 6 can wrap the metal be originally exposed in soil or in air, serves the effect of corrosion-resistant and reinforcing, metal level 5 upper end wraps the egative film 22 of the 5th retainer ring 205, and make metal level 6 fix the 5th retainer ring 205, cement internal layer 3 is connected with metal level 5, reinforced cementitious internal layer 3, pins down between the two mutually, outer 6 portion envelops of cement live the ring wall 21 of the 5th retainer ring 205, channel-section steel 7 is arranged on above steel pipe 1, steel pipe 1 and channel-section steel 7 are integrated setting, make both connections more firm, add the bonding strength between steel pipe 1 and channel-section steel 7, channel-section steel 7 is provided with fixed head 10, fixed head 10 comprises flat 101 and vertical piece 102, flat 101 and vertical piece 102 are integrated setting, flat 101 and vertical piece 102 all offer screwed hole, bolt is adopted flat 101 and steel pipe 1 to be reinforced the connection by screwed hole, bolt is adopted vertical piece 102 and channel-section steel 7 to be reinforced the connection by screwed hole, even if under the weather blown typhoon, mutually pin down between steel pipe 1 and channel-section steel 7, the building be connected with channel-section steel 7 also not easily bends, cement skin 6 is equipped with flat 101 of the fixed head 10 that the second cement block 91, second cement block 91 wraps, the second cement block 91 not only protects fixed head 10 and is not corroded, and also strengthens the connection between cement outer 6 and steel pipe 1, second cement block 91 wraps the 5th retainer ring 205, steel pipe 1 has four and is rectangle distribution, cement platform 8 is provided with between the cement skin 6 being in the steel pipe 1 at diagonal angle, and be interconnected by cement platform 8, the reinforcing bar reinforced is provided with in cement platform 8, even if can mutually pin down between ground when earthquake, survivable, make ground follow firmly, also make top building not easily collapse, reinforcing bar is netted arrangement, crossover sites is welding, make basis more firm, between reinforcing bar, welding makes structure more firm, in cement platform 8, add reinforcing bar makes ground entirety more firm, even if when earthquake, ground is also difficult to destroyed, and in loose or soft soil, whole ground also can be stabilized in the end, ground well.
As a kind of detailed description of the invention improved, steel pipe 1 is welded with some the steel bars 4 for reinforcing, steel bar 4 is raw to extension centered by steel pipe 1, steel bar 4 staggers setting mutually, steel bar 4 passes across cement internal layer and metal level 5 and is inserted in cement skin 6, the steel bar being the center of circle with steel pipe 1 can increase cement internal layer 3, contact between metal level 5 and outer 6 back-up coats of cement, three back-up coats are pind down mutually, increase the bulk strength on basis, when running into earthquake, ground is not easy to be bent, be welded to connect between steel bar 4 and steel pipe 1, make better to connect between steel pipe 1 and steel bar 4, also cement internal layer 3 is added after facilitating, metal level 5 and cement skin 6, between first retainer ring 201 and the second retainer ring 202, between the second retainer ring 202 and the 3rd retainer ring 203, between the 3rd retainer ring 203 and the 4th retainer ring 204, be equipped with some articles of steel bars 4, the steel bar 4 in different aspects and direction can better play restraining function, also strengthens ground greatly.
As a kind of detailed description of the invention improved, under ground portion imbedded by steel pipe 1 is truncated cone-shaped, its diameter and thickness increase downwards successively, structure up-small and down-big like this add greatly steel pipe 1 be erected at ground the end time stability, along with the thickness of the thicker steel pipe of structure 1 is also thickening gradually, material has not only been saved in such design, can all make steel pipe 1 be out of shape when earthquake or crustal movement, even if ground also can be very on end stable in soft soil, first retainer ring 201, second retainer ring 202, 3rd retainer ring 203 and the 4th retainer ring 204 are pressed from small to large, order is from top to bottom set on steel pipe 1 successively, meet the demand of the different steel pipe of rugosity 1, make syndeton more stable.
As a kind of detailed description of the invention improved, first retainer ring 201, second retainer ring 202, the 3rd retainer ring 203, the 4th retainer ring 204 and the 5th retainer ring 205 form by two semi-circulars, the convenience very when mounting and dismounting, one by one sheathed need not enter from the top of steel pipe 1; Be provided with the gripper shoe 24 for reinforcing and supporting between ring wall 21 and egative film 22, gripper shoe 24 is in three-legged structure, and the structure that triangular form stability is very strong, gripper shoe 24 and its leg-of-mutton structure make the structure of retainer ring 2 more stable, strengthen ground; Triangle two limits are fixedly connected with egative film 22 with ring wall 21 respectively, make the structure of retainer ring 2 more succinct, more convenient during processing and fabricating.
As a kind of detailed description of the invention improved, cement platform 8 structure is up-small and down-big, in terrace with edge shape, cement platform energy 8 can be made more firm, can bear more gravity, cement platform 8 firmly can be assigned in most soil property.
To sum up, the insulated conductor be connected with between insulator 12 and gold utensil 151 adds insulation effect, is provided with middle bull stick 14, can changes the direction of insulator 12 between tension-resistant rod 15 and pedestal 13, avoids crowded and circuit to go wrong; The connecting rod 121 that insulator 12 top is provided with connects tower body by wire rope; The retainer ring 2 that steel pipe 1 is provided with can better fix steel pipe 1 and cement internal layer 3, increase the steadiness of steel pipe 1, cement internal layer 3 is outer is also provided with metal level 5 close-connected with it, cement skin 6 close-connected with it is provided with outside metal level 5, the steadiness not only increasing basis also add the toughness on basis, make basis be provided with antiseptic power simultaneously, steel pipe 1 is provided with several steel bars 4, steel bar 4 is through cement internal layer 3 and metal level 5, and be inserted in cement skin 6, add the obdurability on basis.Be provided with cement platform 8 between cement skin 6 for diagonal angle, cement platform 8, in prismatic table shape, increases the contact of having built between basis, make mutually to pin down between basis simultaneously, strengthen the obdurability on basis, the intact of guarantee basis can be made when typhoon earthquake, prevent top building collapse.
Below be only the preferred embodiment of the present invention, protection scope of the present invention be not only confined to above-described embodiment, all technical schemes belonged under thinking of the present invention all belong to protection scope of the present invention.It should be pointed out that for those skilled in the art, some improvements and modifications without departing from the principles of the present invention, these improvements and modifications also should be considered as protection scope of the present invention.
Claims (5)
1. a reinforcement type electric force pole tower, it is characterized in that: comprise steel pipe pile foundation and tower body, described tower body comprises several insulators (12) and tension-resistant rod (15), the material of described insulator (12) is glass or pottery and is arranged on described tension-resistant rod (15), pedestal (13) is provided with between described tension-resistant rod (15) and tower body, be bolted between described pedestal (13) and tower body, middle bull stick (14) is provided with between described pedestal (13) and described tension-resistant rod (15), described middle bull stick (14) and being all connected through the hinge between described tension-resistant rod (15) and described pedestal (13), described tension-resistant rod (15) is provided with gold utensil (151), insulated conductor (152) is provided with between described insulator (12) and gold utensil (151), described insulator (12) top is provided with connecting rod (121), (121) offer hole clipping to described connecting rod, described insulator (12) is arranged side by side on tower body, described wire rope two ends are equipped with fastener, tower body is connected by wire rope with connecting rod (121) with connecting rod (121) by any cross bar hooked respectively on tower body by fastener, for being welded to connect between described fastener and described wire rope, described steel pipe pile foundation comprises steel pipe (1), retainer ring (2) and channel-section steel (7), described retainer ring (2) comprises identical the first retainer ring (201) of structure each other, second retainer ring (202), 3rd retainer ring (203), 4th retainer ring (204) and the 5th retainer ring (205), described first retainer ring (201), second retainer ring (202), 3rd retainer ring (203) and the 4th retainer ring (204) are all set on described steel pipe (1), described first retainer ring (201), second retainer ring (202), 3rd retainer ring (203), 4th retainer ring (204) and the 5th retainer ring (205) include ring wall (21) and egative film (22), described ring wall (21) and described egative film (22) all offer screw (23), adopt bolt by the screw (23) on ring wall (21) by described first retainer ring (201), second retainer ring (202), 3rd retainer ring (203) and the 4th retainer ring (204) are connected with described steel pipe (1), described first retainer ring (201), second retainer ring (202), the below of the egative film (22) of the 3rd retainer ring (203) and the 4th retainer ring (204) is all installed on the first cement block (9), described first cement block (9) structure in the form of a ring, be surrounded on described steel pipe (1), bolt is adopted described first cement block (9) to be connected with described egative film (22) by the screw (23) on described egative film (22), described steel pipe (1) is equipped with the cement internal layer (3) of cement slurry sets around, described cement internal layer (3) wraps described first retainer ring (201), second retainer ring (202), 3rd retainer ring (203) and the 4th retainer ring (204), and wrap described first cement block (9), described 5th retainer ring (205) is arranged on described cement internal layer (3) top and is set on described steel pipe (1), ring wall (21) and the described steel pipe (1) of described 5th retainer ring (205) are bolted, the described egative film (22) of the 5th retainer ring (205) and the upper aspect of cement internal layer (3) are bolted, the metal level (5) that one deck fits with it is provided with on described cement internal layer (3) surface, be provided with outside described metal level (5) one deck fit tightly with it for the protection of cement skin (6), described cement skin (6) is formed by cement slurry sets, the upper end of described metal level (5) wraps the egative film (22) of the 5th retainer ring (205), the ring wall (21) of the 5th retainer ring (205) described in described cement skin (6) portion envelops, described channel-section steel (7) is arranged on steel pipe (1) top, described steel pipe (1) and described channel-section steel (7) are integrated setting, described channel-section steel (7) is provided with fixed head (10), described fixed head (10) comprises flat (101) and vertical piece (102), described flat (101) and described vertical piece (102) are integrated setting, described flat (101) and vertical piece (102) all offer screwed hole, described flat (101) are connected with described steel pipe (1) through the screwed hole on flat (101) by bolt, described vertical piece (102) is connected with described channel-section steel (7) through the screwed hole on vertical piece (102) by bolt, described cement skin (6) top is equipped with the second cement block (91), described second cement block (91) wraps described flat (101), described second cement block (91) also wraps described 5th retainer ring (205), described steel pipe (1) has four and is rectangle distribution, cement platform (8) is provided with between the cement skin (6) being in the steel pipe (1) at diagonal angle, and be interconnected by cement platform (8), some the reinforcing bars reinforced are provided with in described cement platform (8), the netted arrangement of described reinforcing bar, crossover sites is welding.
2. a kind of reinforcement type electric force pole tower according to claim 1, it is characterized in that: described steel pipe (1) is welded with some the steel bars (4) for reinforcing, described steel bar (4) stretches out centered by described steel pipe (1), described steel bar (4) staggers setting mutually, described steel bar (4) passes across described cement internal layer (3) and metal level (5) and is inserted in described cement skin (6), between described first retainer ring (201) and the second retainer ring (202), between second retainer ring (202) and the 3rd retainer ring (203), some articles of steel bars (4) are equipped with between 3rd retainer ring (203) and the 4th retainer ring (204).
3. a kind of reinforcement type electric force pole tower according to claim 1 and 2, it is characterized in that: under ground portion imbedded by described steel pipe (1) is truncated cone-shaped, its diameter and thickness increase downwards successively, and described first retainer ring (201), the second retainer ring (202), the 3rd retainer ring (203) and the 4th retainer ring (204) are set on described steel pipe (1) successively by order from small to large, from top to bottom.
4. a kind of reinforcement type electric force pole tower according to claim 1 or 2 or 3, it is characterized in that: described first retainer ring (201), second retainer ring (202), 3rd retainer ring (203), 4th retainer ring (204) and the 5th retainer ring (205) form by two semi-circulars, the gripper shoe (24) for reinforcing and supporting is provided with between described ring wall (21) and described egative film (22), described gripper shoe (24) is in three-legged structure, triangle two limits are fixedly connected with described egative film (22) with described ring wall (21) respectively.
5. a kind of reinforcement type electric force pole tower according to claim 1, is characterized in that: described cement platform (8) structure is up-small and down-big, in terrace with edge shape.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201610022116.4A CN105464444B (en) | 2016-01-14 | 2016-01-14 | A kind of reinforcement type electric force pole tower |
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| CN201610022116.4A CN105464444B (en) | 2016-01-14 | 2016-01-14 | A kind of reinforcement type electric force pole tower |
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| CN105464444A true CN105464444A (en) | 2016-04-06 |
| CN105464444B CN105464444B (en) | 2017-10-10 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110106930A (en) * | 2019-06-03 | 2019-08-09 | 国核电力规划设计研究院重庆有限公司 | A kind of novel iron tower foundation method for reinforcing and protecting |
| CN114109120A (en) * | 2021-11-13 | 2022-03-01 | 重庆顺泰铁塔制造有限公司 | Anti-breaking composite high-strength concrete electric pole |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111119225A (en) * | 2020-01-22 | 2020-05-08 | 张若玮 | Wind-resistant and overturn-preventing straight electric pole foundation |
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| CN110106930A (en) * | 2019-06-03 | 2019-08-09 | 国核电力规划设计研究院重庆有限公司 | A kind of novel iron tower foundation method for reinforcing and protecting |
| CN110106930B (en) * | 2019-06-03 | 2021-07-16 | 国核电力规划设计研究院重庆有限公司 | Iron tower foundation reinforcement protection method |
| CN114109120A (en) * | 2021-11-13 | 2022-03-01 | 重庆顺泰铁塔制造有限公司 | Anti-breaking composite high-strength concrete electric pole |
| CN114109120B (en) * | 2021-11-13 | 2023-03-24 | 重庆顺泰铁塔制造有限公司 | Anti-breaking composite high-strength concrete electric pole |
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|---|---|
| CN105464444B (en) | 2017-10-10 |
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