CN106193304A - A kind of continuous suspension system of steel strand wires - Google Patents

Abstract

The present invention relates to a kind of continuous suspension system of steel strand wires, this system comprises suspension system, anchor pier head extruder；Suspension system comprises anchorage, steel strand wires, is drawn component, purpose is to be drawn component with steel strand wires by beam of the anchorage multiple floor of continuous carry etc, pillar load-bearing is replaced with steel strand wires, than existing anchorage technology and pillar load-bearing saving construction cost with use space, anchorage mainly comprises anchor pier head, anchor nut, connects with anchor nut and anchor pier captacula and tightens steel strand wires；Anchor pier head extruder, can not that steel strand wires end carries out crimp to anchor pier head and clamps steel strand wires, mainly comprise twin-tub, extrusion die, twin I-beam, twin-tub is 2 cylinder bodies, between leave the gap that steel strand wires pass, twin I-beam by between 2 I-beams through being combined into after steel strand wires, the piston thrust of 2 cylinder bodies is transformed into central area and is applied to anchor pier head, anchor pier head is got into the bellmouth of extrusion die, and extrusion die is the bellmouth steel pipe of 2 half.

Description

A kind of continuous suspension system of steel strand wires

Technical field

The present invention relates to building field, be specifically related to a kind of continuous suspension system of steel strand wires.

Background technology

A kind of space module building, proposes the concept in an aerial greenery patches.So-called aerial greenery patches, in building plane The building roof region of 2 ~ 4 large spans arranged, main purpose is: be 1) to be generally evenly arranged building at present in floor Vertical supporting member, concentrate to merge and be arranged into the periphery in aerial greenery patches, and use steel core concrete column to undertake vertical load, make Obtaining supporting member quantity to reduce, section summation reduces by more than 60%；2) interfloor height in each aerial greenery patches is at least 2 natures Floor height, the quantity of floor reduces half, if not increasing the cost of floor, building main body cost saves at least half；3) exist The light-weight building of multi-storey building, office etc is built on the aerial greenery patches of every piece of large span, because lightweight floor and Light trabs The cost of building is low, and the final cost of whole building reaches 30% than current building conservation cost.

Affect one of space module building principal element reducing cost, be the room, building in the aerial greenery patches not improving large span The cost of face structure.Every piece of i.e. architecture enclosing in periphery, large span aerial greenery patches can use deep beam to make aerial greenery patches guardrail, solves The certainly economic problems of the deck-molding that aerial greenery patches is peripheral.Aerial deck-molding problem within greenery patches also needs to solve.Large span aerial Although greenery patches can by local staggered floor, central area, aerial greenery patches made Sorghum vulgare Pers. be hidden in the sharp room of built-in multi-story structure Top or top layer within the walls or leak outside in the garden of tier building beyond the region of objective existence that the most it gets in the way, because the distance of floor gap at least 2 Natural floor height, the Sorghum vulgare Pers. of central area, aerial greenery patches does not shuts out the light.But, in the case of many, the multilamellar on aerial greenery patches is built Building thing and can push up bottom the floor of last aerial greenery patches, Sorghum vulgare Pers. not only affects the plane flexible topology of multi-story structure, the most not Can be placed in house type.Solve the other way of deck-molding, it is simply that aerial central area, greenery patches uses suspended floors, builds for living Building, the diameter of steel strand wires typically single rope between 80 ~ 120mm, steel strand wires both can be arranged in the garden of tier building beyond the region of objective existence In, it is also possible to it is hidden in wallboard.Every piece of aerial greenery patches vertically and horizontally span respectively at about 12 meters, central area, each aerial greenery patches As long as it is the most permissible to arrange 1 steel strand wires, the most a little aerial greenery patches of span also has only to 2 steel strand wires or the most each 2.

Suspended structure: general employing steel strand wires or reinforcing pull rod.Steel strand wires are high tensile steel wire, intensity more than reinforcing pull rod 3 again with On, unit price per ton is more or less the same, ratio reinforcing pull rod economy.The pillar of piece load-bearing 1000 tons uses steel strand wires, and diameter is not enough 100mm, the section of steel strand wires is fewer than the main tendon breaking face sum of reinforced column, also save template, stirrup, about 0.5 square Rice concrete cross section etc material.The node of reinforcing pull rod, connection, simpler than steel strand wires, but steel quantity consumption is bigger than steel strand wires.One The pillar that load-bearing is 1000 tons, the diameter of reinforcing pull rod about 180mm, the light weight wall thickness of slab than 50 ~ 150mm, the node section of connection is logical The most at least 2 times of areas of reinforcing pull rod, diameter is bigger than the diameter of reinforcing pull rod, it is impossible to be hidden in Light trabs as required, only Having relatively low building, load-bearing is less, is just suitable for using reinforcing pull rod.This patent uses the minimum high-strength steel steel wire of consumptive material and economy Bilateral anchor draws component as aerial greenery patches rope, solves steel strand wires and uses some existing problems in residential architecture.So-called Rope draws component, for the tension pillar of steel strand wires with anchorage composition, replaces pressurized pillar load-bearing.

The problem of suspended building structure:

(1) improve building height of C.G., increase the Integral Moment of building produced by seismic force, improve building and resist Cut consumptive material, it is difficult to be designed to adopt.Space module is built, and has 2 to 3 pieces of aerial greenery patchess, round escalator in common buildings plane Each one piece of thing, southern side can arrange one piece, and north side is pure north orientation, does not the most arrange house type, is served only for arranging office building, often The aerial greenery patches of block large span has only to each arrange 1 steel strand wires, and the earthquake consumptive material of increase is few, uses for building the space of large scale In building multilayer layout on the aerial greenery patches of large span, use a small amount of suspension element, only increase a small amount of expense, existing with ratio The cost saving 30% of building is compared, or is worth.

(2) vertical load-bearing repeatedly power transmission, increases load-bearing consumptive material.Under normal circumstances, floor load is directly transmitted to pillar, and hangs Hanging hang structure draws component that load passes to the structural elements of eminence by rope, then passes to pillar or shearing by beam etc structural elements Wall, this repeatedly force transferring structure is typically designed will not be adopted.Space module is built, and arranges suspension cable on rooftop projection, profit Do horizontal support with the floor structure of building roof, form triangle suspension bracket component, hold suspension element, cause such building many Secondary power transmission only increases a few skew cables, increases expense the least.Owing to the interfloor height of space module building is big, according to pillar Slenderness ratio controls, and needs with the pillar of relatively big cross section, if arranging the pillar of big cross section in the aerial greenery patches of every piece of large span, The most difficult being designed is adopted, although such building, floor can arrange the garden of larger area, and pillar can be arranged in garden In, but massive pillar still can cause the destruction in space.

(3) prestressed structure cost is high, mainly increases anchorage expense.It not the building of longspan structure normally, adopt Cost about 1.5 times is improved, although the rope of space module building draws component, can not use prestressing force by prestressed structure, but It is that rope draws the fastening of component to be exactly prestressing force.The only building of large span, structures, such as venue or the bridge knot of single-layer roof Structure, just uses suspended structure, if this class formation does not use suspended structure, or does not do roof, or high unusual, just of cost Calculate light-duty rack and can make the roofing of large span, in acceptable cost effectiveness scope, it is simply that cost be not greatly improved Under conditions of, span is also limited, the cost of building roof structure especially beam, within the specific limits or generally, with span Square it is directly proportional, by each 1 to 2 Gen Suola component vertical and horizontal in plane, the span in aerial greenery patches is reduced 2 to 3 times, floor The moment of flexure of beam can reduce 4 to 9 times.This patent is contemplated to solve the cost problem of suspended floors anchorage, at architectural plane cloth In the case of putting permission, draw component with the rope of low cost, building roof structure is made the span of economy.

(4) rope draws the anchorage node of component to construct excessive at present, skyscraper, the general 2.8 ~ 4m of floor height, each floor portion All must there be an anchorage node position, and anchorage node cost is high, diameter is big, the anchorage anchoring head of district, therefore, and current anchorage technology The floor being difficult to be used directly to skyscraper hangs.At present, it is generally only used for the master of large span floor, beam, roof truss etc Muscle Shi Hanzhang, for the prestressing force of floor level inner member, to control the winding degree of building roof, not out-of-plane for being applied to Load-bearing pillar.

(5) other problem that the anchorage of steel strand wires exists at present:

1) current steel strand anchoring technology, while steel strand wires are carried out stretch-draw, completes the anchoring of work anchor, prestressing force Pull-up values must reach the 75% of specification minimum stretch-draw value about steel strand wires design load, and to ensure the reliability of anchorage, stretch-draw terminates, must First must be in the milk sealing off and covering anchorage, just can enter people and work to steel strand wires region；(A) construction stage, floor load is only dead load, The prestress wire pulling anchor cable stage of top layer, storey below is not hanging on steel strand wires, and load is also with regard to tens tons to tens tons The dead load of weight and also the most floor of carry, and whole storey below of steel strand wires carry and live load need to reach Kiloton rank, concrete load determines according to the carry gross area and floor load；Top layer regions floor, the construction stage, floor load Basic the most just cannot to the steel strand wires enough loads of offer make steel strand tension arrive design load 75% or more than, to ensure anchorage Reliably the clamp-oning of intermediate plate；(B) current anchorage technology, after sealing off and covering anchorage, steel strand wires can not carry out two times tensioning, and construction is from upper in proper order The carry of each floor is carried out, when the suspended floors on steel strand wires all hangs, according to the material of the steel strand wires used under and And design requirement, the steel strand wires of top area, the demand having stretch-draw again may；

2) steel strand anchoring district node is thick at present, and through the vertical hole of beam intersection point, diameter, at least above 300mm, exceedes generally Beam wide for 250mm, the main muscle of beam is cut off, it is necessary to detours and reinforces ring beam etc with curved scissors and draw logical by the main muscle of beam；The present invention Only staying a less vertical circular hole, diameter about 150 mm in beam cross point, 4 angle bar reinforcements of beam section are directly through anchor Gu node, remaining reinforcing bar can be that scissor-shaped passes anchorage node, if inappropriate by the little hypotenuse of widening at beam support Widening beam support node, reinforcing bar is overstocked, and construction quality is difficult to ensure, shearing resistance also likely to be present problem；

3) current anchorage technology, needs each floor to block steel strand wires, the steel strand wires of upper and lower floor, it is impossible to alignment is blocked same Individual position, for the center alignment of vertical carry, the wiring method that floor is upper and lower, the method for the parallel steel stranded wire of odd number even number is relatively Preferably, it is simply that if above floor being even lines such as 2 lines, just arranging 1 steel strand wires under floor, a floor is with regard to cloth further below Put 2 steel strand wires, thus can be with the center alignment made a concerted effort of basic guarantee upper and lower floor steel strand wires, in floor, steel strand wires it Between spacing relatively big, consider further that the size of anchorage, constructing operation face are relatively big, the steel strand wires that floor is upper and lower, need by anchoring Device adds vertical anti-shear steel plate or floor structure itself, carries out Shear transfer, such as, if top layer steel strand wires are designed with 1000 Ton, floor load is 60 tons, between the steel strand wires on steel strand wires downstairs and flooring, it is necessary to use the anti-shear steel plate of 940 tons Or post emits Transfer of Shear, this falls within repeatedly power transmission, only by the normal node of beam, it is impossible to undertake the shearing of 940 tons and have Effect is delivered to following steel strand wires, is necessary for doing post without steel plate shearing resistance and emits and anchor plate size also must be amplified accordingly, anchor Gu plant bulk and consumptive material are the biggest, each intermediate floor at least about needs 3 anchorage nodes, compared with the present invention, anchorage number Amount increases by 3 times, and single anchorage cost improves many times.The present invention uses steel strand wires to hang multiple floors, and every layer has only to hold The anchor of 60 tons of This floor loads of load is the most permissible, and remaining pulling force directly passes through the direct power transmission of steel strand wires self to following Floor, significantly simplifies the structure of anchor and saves node consumptive material and size.If the number of plies hung is too many, every multiple buildings Layer can arrange enhancement Layer, changes other steel strand wires into and undertakes floor below load.If the number of plies hung is too many, every Multiple floors, it is also possible to blocked by steel strand wires and change more light-gauge steel strand wires into, only use the steel strand wires section of continuous carry Narrow down to the cost saving changing little steel strand wires section, more than blocking the anchorage expense that steel strand wires are increased, just change steel strand Face.

So-called enhancement Layer, can be the floor of single natural layer height, beam that internal rational height is big etc supporting member As enhancement Layer, because the floor height of space module building is relatively big, at least 2 natural floor heights, so-called enhancement Layer can also be built at this Oblique rollering steel twisted wire is set in building normal floor as enhancement Layer, can be every 1 enhancement Layer of multiple storey setting or each floor It is enhancement Layer.If the horizontal layout of multi-story structure can be combined with each other with the layout of oblique rollering steel twisted wire on aerial greenery patches, It is entirely possible to solve enhancement Layer and the adverse effect that oblique rollering steel twisted wire brings is set, such as, steel strand wires are clipped in 2 light weight walls Or be designed in garden, because floor height is relatively big, the vertical region that steel strand wires stride across, the spatial altitude of most places can open the door, Window.This enhancement Layer is possible not only to reduce the hitch point height of steel strand wires, reduces the barycenter of building, reduces the unfavorable of repeatedly power transmission Factor.The floor suspended structure that oblique rollering steel twisted wire is combined with vertical steel twisted wire is set, than direct pillar or shear wall from bottom one Through to top layer regions, having the advantage that cost is low, oblique rollering steel twisted wire equally exists construction stage carry load can not reach steel Twisted wire stretch-draw minimum problem, the present invention can solve the anchorage problem of oblique rollering steel twisted wire so that steel strand wires are built at space module Can reach practical level in building, solve the aerial greenery patches floor cost problem of space module building, can allow suspended structure with After will be widely used and civil buildings.

Summary of the invention

Defect that the purpose of the present invention is contemplated to overcome above-mentioned prior art to exist and provide a kind of construction cost lower The continuous suspension system of steel strand wires.

The purpose of the present invention can be achieved through the following technical solutions:

A kind of continuous suspension system of steel strand wires, comprises suspension system, anchor pier head extruder；

Described suspension system, comprises anchorage, steel strand wires, is drawn component, relate to relative object of reference, positive silk, anti-silk；

Described is drawn component, carries out the structural elements of the building of drawknot for the described steel strand wires of use, including suspension bracket component, hangs Catch member, this is drawn the anchorage node of component, comprises through wires hole, shearing resistance body, anchored side, shearing resistance side, optional anchor plate, optional Anchor plate tension member, this anchorage node, placed this anchor plate and the regional area of this through wires hole reserved for what this drew component； This is drawn component, for the structure of the combination of one or more of the pillar of building, shear wall, beam, floor, roof truss, truss etc Component, classifies according to material, also includes that steel construction is drawn component, armored concrete to be drawn component, and this steel construction is drawn component, for The described of steel construction is drawn component, and this armored concrete is drawn component, and described for armored concrete making is drawn component；This anchor Gu side, drawn the described anchor plate outer surface of this anchor plate of component for this, drawn the group of an outer surface of component as this Becoming part, this outer surface being drawn component with this is parallel or not parallel, enters this and is drawn this outer surface of component, For sealing off and covering anchorage this anchor plate of slip casting covering protection, or do not enter；This shearing resistance side, is drawn component for this being positioned at this anchored side opposite Another one outer surface；This through wires hole, for the preformed hole between this anchored side and this shearing resistance side, for circular port or be not circular Hole, and described anchor plate through wires hole UNICOM, be used for allowing described steel strand wires and described anchor pier head through this through wires hole, simultaneously allow through These steel strand wires of this through wires hole can also pass this anchor plate through wires hole, parallel or uneven with the direction of these steel strand wires after tension OK, vertical with this anchored side, or the center superposition of this anchor plate through wires hole of out of plumb, center and this anchor plate, or misaligned, Component is drawn for this steel construction, the gap between the ingredient of component can be drawn to replace this through wires hole with this steel construction； This shearing resistance body, the pulling force of these steel strand wires for this anchor plate is transmitted be diffused into that this is drawn on component this drawn the composition of component Part, including armored concrete shearing resistance body, locally steel construction shearing resistance body, this armored concrete shearing resistance body, for this shearing resistance side and institute State the described of the armored concrete between conventional anchor backing plate and drawn the armored concrete stress layer of component；This local steel construction shearing resistance Body, the steel construction bracket usually chosen on beam-ends or pillar, is steel construction for being fixed on the described local drawn on component Component and described special anchor backing plate, can be replaced this local steel construction shearing resistance with described steel construction by the ingredient drawing component Body, this steel construction is drawn component, usually i-shaped beams or the girder steel of channel-section steel or I shape steel column, by 2 pieces of anti-shear steel plates, welding Between the edge of a wing of this girder steel and be welded on the web of this girder steel, this steel construction is drawn the ingredient of component, usually, and should The regional area of this girder steel between 2 pieces of anti-shear steel plates, can substitute for this local steel construction shearing resistance body, can be at this local steel knot Directly open described anchor plate through wires hole on structure shearing resistance body, this local steel construction shearing resistance body used as described conventional anchor backing plate, The edge of a wing between these 2 pieces of anti-shear steel plates of this girder steel, these 2 pieces of anti-shear steel plates and web, can directly open described anchor plate and wear String holes, for replacing this local steel construction shearing resistance body of this conventional anchor backing plate, can open this anchor plate through wires hole including at least 1 piece And the steel plate of this tension of steel strand, this steel construction bracket can be undertaken, and it being generally not used for the central region of beam, this steel construction bracket leads to Often there are 2 pieces of vertical anti-shear steel plates and 1 piece of horizontal steel plate, this 3 block plate, all can replace as this special anchor backing plate with perforate This conventional anchor backing plate, for this girder steel or steel master, can replace with the gap between this girder steel or the edge of a wing of this steel master and web This through wires hole；In this armored concrete shearing resistance body, peripheral at this through wires hole, pre-buried spiral bar；So-called spiral bar, for existing The finished product accessory of anchorage, selects specifications section according to this steel strand wires bearing capacity；By these steel strand wires, through this through wires hole and this anchor pad Plate through wires hole, in the outside of this anchored side, lives this steel strand wires with described anchor pier head-clamp, allows this anchor pier head or this anchor pier head institute wire connection Described anchor nut withstand this anchor plate outer surface, it is achieved be positioned at these steel strand wires of shearing resistance side and hold this and drawn component；

Described anchorage, comprises 1 to 2 anchor pier head, optional anchor nut, optional anchor pier head adapter, including termination anchorage, Bilateral anchor, doubly-linked anchor, connection anchor, suspension bracket anchorage；This termination anchorage, including work anchor pier nose, fixing anchor pier head；This suspension bracket anchorage Including: two-wire anchorage, three line anchorages；

Described anchor pier head adapter, including straight arc sleeve pipe, U-shaped connecting plate, three line anchor plates, for the composition of described suspension bracket anchorage Part, affixed integral with the described anchor pier head of described suspension bracket anchorage；

Described anchor pier head, including termination anchor pier head, static pressure anchor pier head, is a round steel pipe, is used for clamping described steel strand wires；Should Termination anchor pier head, including work anchor pier nose, fixing anchor pier head, is positioned at and described is drawn the outside of the described anchored side of component, and push up Termination anchor plate is stated in residence, also includes spherical end anchor pier head, aspheric surface termination anchor pier head, this sphere according to tip shapes classification Termination anchor pier head, for withstanding the described termination anchor pier head that the termination of this termination anchor plate is sphere, this aspheric surface termination anchor pier head, For withstanding the described termination anchor pier head that the termination of this termination anchor plate is not sphere；

Described anchor plate, is a steel plate, comprises anchor plate through wires hole, anchor plate outer surface, optional draw-in groove, including termination anchor Backing plate, middle anchor plate, pre-buried be cast in described armored concrete and drawn the described anchored side of component or be welded on described steel and tie Structure is drawn the institute of component by the ingredient drawing the described anchored side of component or described local steel construction shearing resistance body as described State anchored side, this anchor plate, the preferred rectangle of flat shape, circle, or drawn Components Shape to determine according to this；This anchor plate, presses Described anchor plate through wires hole periphery, the need of strengthening classification, also includes strengthening anchor plate, uniform thickness anchor plate, this reinforcement anchor pad Plate, the steel plate for this anchor plate is the described anchor plate that the thick periphery in middle part is thin, generally wants saving steel, shadow than this uniform thickness anchor plate Ring one of them factor of the thickness of this anchor plate, be intended to resist this anchor plate through wires hole required for described tension of steel strand The local shear resistance of periphery, and this anchor plate through wires hole periphery often makes the hole wall of sphere or cone, more decreases this Effective shearing resistance thickness of anchor plate, this anchor plate of non-equal thickness, is preferred scheme；This uniform thickness anchor plate, for this anchor plate Steel plate be described anchor plate in uniform thickness；This anchor plate, also includes conventional anchor backing plate, special anchor backing plate, this special anchor pad Plate, for replacing the described anchor plate of described conventional anchor backing plate, this routine with a steel plate therein of this local steel construction shearing resistance body Anchor plate, for the described anchor plate in addition to this special anchor backing plate；This anchor plate outer surface, for the 2 of a steel plate of this anchor plate One of them of individual outer surface, is drawn this anchored side of component towards this armored concrete, with described drawn component section outside , described termination anchor pier head can be placed or the space UNICOM of described anchor nut, be used for withstanding this termination anchor pier head or described outstanding Hang this anchor nut of anchor pier head institute wire connection, by the pulling force of this termination anchor pier head maybe described steel strand wires that this suspension anchor pier head is sandwiched Load, by this termination anchor pier head or this anchor nut, passes to this anchor plate, and diffusion passes to described being drawn described in component Shearing resistance body, on this anchor plate outer surface, can be with the linked network of spot welding grouting, so-called linked network, preferably wire gauze, to ensure Slurry and this anchor plate outer surface bonding of note does not falls off, and is used for reducing this anchor plate and embeds this armored concrete and drawn outside component The degree of depth on surface, reduces and this armored concrete is drawn at described anchorage node the weakening of the section of component, existing anchorage technology, Do not use this linked network, in order to ensure the reliability of sealing off and covering anchorage slip casting, generally require this reinforced concrete of embedding deeper for this anchor plate Soil is drawn external surface of structural member, causes the main muscle of beam to need all and cuts off, and these factors all cut off are due also to the ring of existing anchorage Relatively big to size, existing anchorage technology, the floor not the most being used in civil buildings hangs, for large bridge etc large scale Structural elements, the unfavorable factor of this existing anchorage technology, just become the most important, this linked network can not affect this anchor nut Tighten operation, it is impossible to be just welded to after being installed with these steel strand wires on this anchor plate outer surface；This anchor plate through wires hole, for this anchor The hole that backing plate central area is opened, preferably circular port, these steel strand wires can be passed, this anchor plate outer surface side The periphery of this anchor plate through wires hole, with this termination anchor pier head withstood or the mating shapes of the termination of this anchor nut, this anchor pad Plate through wires hole, including sphere anchor plate through wires hole, aspheric surface anchor plate through wires hole, this sphere anchor plate through wires hole, for this anchor pad The periphery of this anchor plate through wires hole of plate outer surface side is the described anchor plate through wires hole of sphere, withstands corresponding described ball The termination of the sphere of termination, face anchor pier head or described sphere anchor nut, this aspheric surface anchor plate through wires hole, for this anchor plate appearance The periphery of this anchor plate through wires hole of side, face is not the described anchor plate through wires hole of sphere, withstands corresponding described aspheric surface Termination anchor pier head or described aspheric surface anchor nut are not the terminations of sphere；

Described anchor plate tension member, to be cast in the construction that described armored concrete drawn the described anchored side of component solid for pre-buried The steel part tension member determined, on an outer surface on the opposite being welded on the described anchor plate outer surface of described anchor plate, in advance It is embedded in described armored concrete shearing resistance body, is additionally operable to help this anchor plate that the concentrated stress undertaken is diffused into this reinforced concrete Soil is drawn component, or use strengthened by described conventional anchor backing plate, can strengthen the bonding of this anchor plate and concrete, prevent reinforced concrete Displacement in soil casting process and inclination, it is simple to by this anchor plate and this armored concrete by the reinforcing bar drawing component carry out colligation or Being welded and fixed, described steel construction is drawn component can not use this anchor plate tension member, can be directly welded at by this anchor plate This steel construction is drawn on component；This steel part tension member, including reinforcing bar tension member, steel pipe tension member, steel plate tension member, anchor case, This reinforcing bar tension member, utilizes steel bar end to be processed into the reinforcing bar of convenient fixing shape for job site, this steel plate tension member, for 1 be welded on this anchor plate is to multiple steel plates being perpendicular to this anchor plate, and this steel pipe tension member, for being welded on this anchor plate A steel pipe, this anchor case, for the finished product accessory of existing anchorage, this anchor plate is one of steel plate of this anchor case, for factory This steel part tension member of family's processed finished products drawknot, according to this steel strand wires bearing capacity, selects existing anchorage finished product accessory；

Described termination anchor plate, including two-wire anchor plate, three line anchor plates, described middle anchor plate, including this two-wire anchor Backing plate, this three lines anchor plate, this two-wire anchor plate, this three lines anchor plate, for this termination anchor plate for described suspension bracket anchorage And this middle anchor plate, this two-wire anchor plate, it is also the described anchor pier head adapter for described two-wire anchorage；

Described termination anchor plate, for mating the described anchor plate used, the institute of this termination anchor plate with described termination anchor pier head Stating anchor plate through wires hole, diameter is less than the overall diameter of this termination anchor pier head, when described steel strand wires tension, and this anchor pier crown, termination Live this termination anchor plate；

Described middle anchor plate, for mating the described anchor plate used, the institute of this middle anchor plate with described suspension anchor pier head State anchor plate through wires hole, diameter than the overall diameter of the described outer silk section of this suspension anchor pier head greatly and less than this suspension anchor pier head institute silk The overall diameter of the described anchor nut connect, this suspension anchor pier head, withstands this middle anchor plate by this anchor nut；

Described anchor nut, including hanging anchor nut, connecting anchor nut, is an internal thread nut, clamps described steel strand for wire connection The described outer silk anchor pier head of line, according to the Shape Classification of a termination of the described middle anchor plate withstood, also includes sphere Anchor nut, aspheric surface anchor nut, this sphere anchor nut, is the described anchor nut of sphere for this termination, this aspheric surface anchor spiral shell Cap, is not the described anchor nut of sphere for this termination, pulls this outer silk anchor pier head by tightening this anchor nut, twists this steel Line carries out straining or Shi Hanzhang, this connection anchor nut, and being additionally operable to wire connection, to clamp this of termination of 2 sections of described steel strand wires sections outer Silk anchor pier head, does not uses and withstands described middle anchor plate；

Described steel strand wires, comprise hanging end, steel strand wires end, steel strand wires section, above steel strand wires section, below steel strand wires section, for One finished steel twisted wire, for by described anchorage carry 1 to multiple described suspension elements or drawknot 2 is described is drawn component, presses Whether band protection set classification, including protection set steel strand wires, slip casting steel strand wires, classifies by intensity of steel wire, also include high strength steel strand, Non-high strength steel strand, classifies by section, also includes elongated steel strand wires, connects steel strand wires, and this protection set steel strand wires are protected for band The described steel strand wires of set, these slip casting steel strand wires, for the described steel strand wires of the bare wire without protection set, tighten or stretch-draw completes After, it is necessary to protection set is set and slip casting seals, this high strength steel strand, for the described steel strand wires twisted into by multiply high tensile steel wire, be somebody's turn to do Non-high strength steel strand, for by multiply not being the described steel strand wires that twist into of high tensile steel wire, these elongated steel strand wires, be one elongated etc. The described steel strand wires of section, these connection steel strand wires, for the described steel utilized with the leftover bits and pieces of multistage different section or identical section Twisted wire section, the described steel strand wires grown by described connection anchor or the anchor of described doubly-linked, described steel strand wires, nearer it is to this steel strand wires Described steel strand wires end, the section of these required steel strand wires just can be the least, can block these steel strand wires and change into less disconnected Face, to save the consumptive material of steel strand wires, the section of these steel strand wires calculates according to the load undertaken and determines, but for by described in 2 sections Steel strand wires section connects this long connection anchor or this doubly-linked anchor, section and cost higher than the described bilateral anchor not blocking these steel strand wires, Construction is blocked the position changing these steel strand wires light-gauge into according to cost optimized choice；This hanging end, for the one of these steel strand wires On end, hang over the position of these on described suspension bracket component, this anchor pier head is sandwiched steel strand wires with described anchor pier head；This steel twists Line end, on these steel strand wires from the position of the farthest described anchor pier head clamping these steel strand wires of this hanging end；This steel twists Line segment, for one section of these steel strand wires between adjacent 2 the described anchor pier head clamping these steel strand wires on these steel strand wires；Before Gai Steel strand wires section, on these steel strand wires towards one section of described steel strand wires section of this side, hanging end direction, the object of reference used is Described relative object of reference；This steel strand wires section below, for one section of described steel strand of this side, hanging end direction dorsad on these steel strand wires Line segment, the object of reference used is described relative object of reference；Described steel strand wires, also include suspension bracket steel strand wires, hang steel strand wires, should Suspension bracket steel strand wires, including main suspension bracket steel strand wires, auxiliary suspension bracket steel strand wires；

Without the steel strand wires described in protection set, it is positioned at the described steel strand wires part of the described through wires hole of component of being drawn, overlaps ripple Stricture of vagina pipe, protects the extruding of this corrugated tube on these steel strand wires during by grouting sealing off and covering anchorage, and leaking outside, this is drawn the steel strand wires of member exterior Part, is carried out sealing protection by specification after sealing off and covering anchorage；So-called corrugated tube, for steel or the plastic finished product accessory of existing anchorage, As the protection set of these steel strand wires in concrete after sealing off and covering anchorage；

Described relative object of reference, for the object of reference relevant with described steel strand wires, twists including one section of described steel on these steel strand wires Line segment, clamp the described anchor pier head of these steel strand wires, the described anchorage at this anchor pier head place, the described anchor nut of this anchorage, this steel Twisted wire institute drawknot described drawn component, this drawn the described anchor plate of component；

Described suspension bracket component, the described of tension load for the described hanging end for undertaking described steel strand wires is drawn component； The described anchored side of this suspension bracket component, towards this hanging end direction；The described shearing resistance side of this suspension bracket component, this hanging end side dorsad To；

Described suspension element, including mid-mounting component, below suspension element, described in needing to be hanged by described steel strand wires and drawing Drawn component；The described shearing resistance side of this suspension element, towards the described hanging end direction of these steel strand wires, this suspension element described Anchored side, dorsad this hanging end direction；This mid-mounting component, for this suspension element more than one of this steel strand wires institute carry time, This suspension element between this hanging end and the described steel strand wires end of these steel strand wires；This suspension element below, for this steel On twisted wire, towards this steel strand wires end 1 to these suspension elements multiple, the object of reference used is described relative object of reference；

Described positive silk, for clockwise screw, or counterclockwise, preferably with the steel wire direction of rotation phase of described steel strand wires With；Described anti-silk, for the screw contrary with this positive silk direction of rotation；

Described suspension anchor nut, is described positive silk, the described anchor nut of described suspension anchor pier head institute wire connection for internal thread, is screwed in On this suspension anchor pier head, it is used for withstanding described middle anchor plate, by the load of described suspension element, passes to this middle anchor pad Plate, pass to this suspension anchor nut again, pass to this suspension anchor pier head again, pass to described steel strand wires again；

Described connection anchor nut, is 2 described outer silk anchor pier heads described anchor nuts of carrying out wire connection, comprise nut positive silk section, Nut stage casing, nut anti-silk section, this nut positive silk section, for one section and one end of this connection anchor nut, is carved with the interior of described positive silk Silk, the described outer silk anchor pier head of steel strand wires section before described in wire connection；This nut stage casing, for being positioned at this nut positive silk section and being somebody's turn to do Between nut anti-silk section one section, has injected hole for sealing off and covering anchorage slip casting, to fill between these 2 of wire connection outer silk anchor pier heads Gap, can open the rivet hole alignd with the end regions of the described described outer silk section being connected anchor pier head and knock in rivet, in case What after stopping sealing off and covering anchorage slip casting, this connection anchor nut was connected with this between anchor pier head loosens；This nut anti-silk section, for this connection anchor nut One section, be positioned at this connection anchor nut is not a termination of this nut positive silk section, is carved with the internal thread of described anti-silk, for by 2 Duan Suoshu steel strand wires section spreading；This connection anchor nut, is screwed between described suspension anchor pier head and this connection anchor pier head, for by institute The load of the described suspension element stating middle anchor plate transmission passes to this suspension anchor pier head, and by described steel strand wires section below Pulling force passes to this suspension anchor pier head, the sphere withstanding this middle anchor plate of this connection anchor nut or be not the end of sphere Head, is the termination of this nut positive silk section of this connection anchor nut, and this connection anchor nut is additionally operable to be screwed in and clamps respectively described in 2 sections Between the described connection anchor pier head of the termination of steel strand wires section, by these 2 sections of steel strand wires section spreadings；

Described termination anchorage, described termination anchor pier head, for being only used for the described hanging end of described steel strand wires or described steel The described anchorage of twisted wire end and described anchor pier head；

Described bilateral anchor, for the one of the described anchorage that described mid-mounting component only can use, for Eco-power institute State anchorage, by described suspension anchor pier head, described suspension anchor nut respectively as the described anchor pier head of this anchorage, described anchor nut block Become, be generally used for described steel strand wires and also will continue after described in carry on this mid-mounting component of suspension element, this suspension anchor Pier nose, clamps this steel strand wires, with this suspension anchor nut wire connection, is withstood described in this mid-mounting component by this suspension anchor nut Middle anchor plate, passes to this steel strand wires by the load of this mid-mounting component；This bilateral anchor, presses this mid-mounting hung Component is applied to the load of these steel strand wires and calculates accessory section, the load of this suspension element below of this suspension element, does not passes through This bilateral anchor and be directly passed to this steel strand wires, if there being 10 described suspension elements below as this suspension element, should The described bilateral anchor that 11 suspension elements are used, all by the pulling force design load of the described above steel strand wires section of this suspension element / 11st design section；This bilateral anchor, it may also be used for, under normal use duty, the pulling force of described steel strand wires reaches not In the case of the 75% of design load, 2 described is drawn the drawknot between component；This bilateral anchor, it may also be used for the institute of described steel strand wires State hanging end or described steel strand wires end, replace described termination anchorage；

Described doubly-linked anchor, for the one of the described anchorage that described mid-mounting component only can use, by described suspension anchor Pier nose, described connection anchor pier head, described connection anchor nut are respectively as 2 described anchor pier heads of this anchorage, 1 described anchor nut Composition, while 2 sections of described steel strand wires sections are carried out spreading, undertakes the load of this mid-mounting component and also will continue Suspension element after described in carry, after can being cut off by described steel strand wires, change the described steel strand wires section below that section is little into, and this hangs Hang anchor pier head, clamp described above steel strand wires section, and the load of this mid-mounting component is passed to this above steel strand wires section, should Connecting anchor pier head, clamp this steel strand wires section below, and the load of steel strand wires section after this passes to this connection anchor nut, this is even Connect anchor nut, between this suspension anchor pier head, this connection anchor pier head, wire connection on this suspension anchor pier head, this connection anchor pier head, By steel strand wires section before this, this below steel strand wires section link together, and the load of steel strand wires section after this passed to this hang Extension anchor pier head, this doubly-linked anchor, owing to not only the load of this mid-mounting component at place being passed to this above steel strand wires section, Also undertaking steel strand wires section after this and pass to the pulling force of steel strand wires section before this, therefore cross dimensions is bigger than described bilateral anchor, takes Certainly total load head of suspension element after this；This suspension anchor pier head, is calculated by the pulling force design load design of steel strand wires section before this Section；This connection anchor nut, this connection anchor pier head, calculate section by the pulling force design load design of steel strand wires section after this；

Described bilateral anchor, described doubly-linked anchor, it is impossible to the most described steel strand wires are preset prestress value carries out stretch-draw, Zhi Nengzhi Connect the described suspension element springing quantum to being hung to be controlled, the construction stage, the lotus that these steel strand wires are applied by this suspension element Carry, the least, continue the described load that these steel strand wires are applied by suspension element below of carry after adding these steel strand wires, logical Often do not reach 1/3rd of this steel strand wires design load, it is impossible to these steel strand wires are applied bigger prestressing force, so can not make yet Replace this bilateral anchor, this doubly-linked anchor for described mid-mounting component with the described work anchor pier nose of existing anchorage pier nose technology；

Described connection anchor, for the described anchorage by 2 sections of described steel strand wires section spreadings, by 2 described connection anchor pier heads, 1 Described connection anchor nut is respectively as the described anchor pier head of this anchorage, described anchor nut composition, and these 2 connect the described of anchor pier head Extruded segment, is respectively fitted over one end of these 2 sections of steel strand wires sections, deforms this 2 sections of steel strand wires sections through extruding folder, and these 2 connect anchor pier The described outer silk section of head, towards this connection anchor nut, is connected anchor nut wire connection and tightens with this；

Described static pressure anchor pier head, including fixing anchor pier head, outer silk anchor pier head, comprises extruded segment, optional outer silk section, extruding folder Sheet, optional anti-rotation card, optional draw-in groove, optional flexible sealing adhesive tape, for being used for by static(al) pressing method this extruding The described anchor pier head of described steel strand wires is clamped after Duan Jinhang crimp；This outer silk anchor pier head, including hanging anchor pier head, connecting anchor Pier nose, two-wire anchor pier head, crossed anchor pier nose；

Described static pressure anchor pier head, described extruded segment, for this static pressure anchor pier head one end of a round steel pipe, one section or complete Portion；

Described outer silk anchor pier head, described outer silk section, for one section of a round steel pipe of this outer silk anchor pier head and with this outer silk One end that the described extruded segment of anchor pier head is different, is carved with the outside nut of described positive silk, for carrying out wire connection with described anchor nut, with This extruded segment, for same steel pipe or different, interior diameter is identical or different, and overall diameter is identical or different；Described anti-rotation card, is 1 At most root steel bar, is positioned at this extruded segment of this outer silk anchor pier head near this outer silk section, and this anti-rotation card is pressed length direction, outer along this Silk anchor pier head length direction is fixed and highlights at this outer silk anchor pier head surface, and the described anti-rotation card of described suspension anchor pier head is stuck in In the described draw-in groove of described middle anchor plate, for tightening this anchor nut by the tension of described steel strand wires or Shi Hanzhang process In, prevent this suspension anchor pier head from rotating, the described anti-rotation card of described connection anchor pier head, card in the tool, is used for solving this connection Anchor pier head and the described Rotation being connected between anchor nut；

Described fixing anchor pier head, for the described static pressure anchor pier head can not strained described steel strand wires and described termination anchor pier Head and described termination anchorage, the two ends of these steel strand wires, 1 end can only be had can to use this fixing anchor pier head, or the two of these steel strand wires End does not the most use this fixing anchor pier head, and this fixing anchor pier head does not set described outer silk section, described anti-rotation card, described draw-in groove, it is not necessary to Construction stretching operating surface, institute's matching used described termination anchor plate, the described depths of the inside of component of being drawn can be embedded in, As long as stopping the thickness of described shearing resistance body；

Described outer silk anchor pier head, for being provided with the described static pressure anchor pier head of described outer silk section, by whether being provided with draw-in groove classification, also wraps Include silk anchor pier head outside the outer silk anchor pier head of draw-in groove, cassette, without silk anchor pier head outside silk anchor pier head outside silk, this draw-in groove, for being provided with described card The described outer silk anchor pier head of groove, can be not provided with described anti-rotation card, and the outer silk anchor pier head of this cassette, for being provided with the institute of described anti-rotation card Stating outer silk anchor pier head, can be not provided with described draw-in groove, this is without the outer silk anchor pier head of silk, for being not provided with described draw-in groove and described anti- Turn card, not with the described outer silk anchor pier head of described anchor nut wire connection, including described two-wire anchor pier head, described crossed anchor pier nose, This, without the described outer silk section of the outer silk anchor pier head of silk, can not scribe outside nut, for using this without silk silk anchor pier head outward as straight line Rod member is arranged on described pier nose instrument and carries out extruding pier nose, it is necessary to long enough extremely, is fixed on this without on the outer silk anchor pier head of silk Described anchor pier head adapter or other described outer silk anchor pier head, be respectively positioned on this without between 2 terminations of the outer silk anchor pier head of silk also Can not be affected this without the installation on this pier nose instrument of the silk outer silk anchor pier head, pier nose；Described outer silk anchor pier head, according to material whether Uniformly, also including homogeneity outer silk anchor pier head, high-strength outer silk anchor pier head, the outer silk anchor pier head of this homogeneity, for the institute of this outer silk anchor pier head State the described outer silk anchor pier head that steel are identical material of outer silk section and described extruded segment, this high-strength outer silk anchor pier head, outer for this The silk described outer silk section of anchor pier head and the described outer silk anchor pier head that the steel of described extruded segment are unlike material, this outer silk section and institute The described anchor nut of wire connection, can use at least 2 grades of steel, and the overall diameter of this outer silk section can be bigger than the overall diameter of this extruded segment, For reducing the consumptive material of this outer silk section and this anchor nut, this extruded segment needs to carry out crimp, generally is suitable for using A3 steel or 1 Level steel, and 2 grades of steel or 3 grades of steel, improve many than 1 grade of hardness of steel, and this outer silk section just can reduce perhaps with the section of this anchor nut Many；

Described work anchor pier nose, for described termination anchorage and the described termination anchor pier head of current anchorage technology finished product anchorage, bag Containing anchor ring, intermediate plate；This anchor ring, for a round steel pipe of this termination anchor pier head, for the key fitment of current anchorage technology；This folder Sheet, for forming at least 2 wedge shape circular arc steel discs of the wedge shape steel pipe of a circle, for the key fitment of current anchorage technology, passes through This steel strand wires are clamped to being got into this anchor ring while described steel strand tension, if the lotus that these steel strand wires of construction stage are undertaken Carry, do not reach the 75% of this steel strand wires design load, this work anchor pier nose cannot be used；

Described suspension anchor pier head, for mating the described outer silk anchor pier head used with described middle anchor plate, described anchor nut, uses Also will continue suspension element after described in carry in described steel strand wires, and be additionally operable to described bilateral anchor and replace pressing from both sides during described termination anchorage The described hanging end of steel strand wires or described steel strand wires end are stated in residence, withstand this middle anchor plate by this anchor nut of wire connection, The described extruded segment of this suspension anchor pier head, is positioned at the side, opposite of the described anchor plate outer surface of this middle anchor plate, clamps this Steel strand wires, the described outer silk section of this suspension anchor pier head and this anchor nut being enclosed within these steel strand wires of institute's wire connection, leak outside in this Between the outside of this anchor plate outer surface of anchor plate, tighten this anchor nut and withstand this middle anchor plate, this outer silk section is in the middle of this The described anchor plate through wires hole of anchor plate is pulled mobile to these steel strand wires applying pulling force；

Described connection anchor pier head, for by the described outer silk anchor pier head of 2 sections of described steel strand wires section spreadings, being connected anchor nut with described Coupling uses, and clamps one end of described steel strand wires section below by the described extruded segment of this connection anchor pier head, with this connection anchor nut, Wire connection clamps the described connection anchor pier head of described above steel strand wires section to another one, or wire connection is to suspension element described in carry Described suspension anchor pier head, it is achieved the spreading of 2 sections of described steel strand wires sections；

Described suspension bracket anchorage, including two-wire anchorage, three line anchorages, for the 2 described suspension bracket steel strand wires intersected, intersect The described anchorage of the described suspension steel strand wires of carry 1；These suspension bracket steel strand wires, for holding and position the described steel strand of this suspension bracket anchorage Line, these 2 suspension bracket steel strand wires, intersect and intersect at this suspension bracket anchorage, respective described hanging end direction, tangle this suspension bracket steel strand Suspension bracket anchorage described in the described suspension bracket component of line or described suspension element or another one；These suspension steel strand wires, for for carry The described steel strand wires of described suspension element, the described hanging end of these suspension steel strand wires hangs on this suspension bracket anchorage, this suspension bracket anchorage Described suspension bracket component and described steel construction as these suspension steel strand wires are drawn component, or are replaced being somebody's turn to do by described main suspension bracket steel strand wires Hang steel strand wires；These main suspension bracket steel strand wires, for wherein one of these 2 suspension bracket steel strand wires, for by an elongated described steel Twisted wire is not only as these suspension bracket steel strand wires but also replace this suspension steel strand wires, among these 2 suspension bracket steel strand wires, can only have 1 conduct should Main suspension bracket steel strand wires, or these 2 suspension bracket steel strand wires are described auxiliary suspension bracket steel strand wires；These auxiliary suspension bracket steel strand wires, for these 2 suspension brackets Among steel strand wires is not 1 of these main suspension bracket steel strand wires, or these 2 suspension bracket steel strand wires are all as these auxiliary suspension bracket steel strand wires；

Described two-wire anchorage, the described suspension bracket anchorage used by described main suspension bracket steel strand wires, it is used for 1 this main suspension bracket steel Suspension element described in twisted wire and 1 described auxiliary suspension bracket steel strand wires carry, by described two-wire anchor pier head, described straight arc sleeve pipe, described U Type connecting plate is respectively as the described anchor pier head of described anchorage, 2 described anchor pier head adapter compositions；This two-wire anchor pier head, for The described outer silk anchor pier head that these main suspension bracket steel strand wires are used, in the described outer silk section of this two-wire anchor pier head near described extruding Section, this straight arc sleeve pipe of scion grafting one and affixed one this U-shaped connecting plate, by this U-shaped connecting plate by described two-wire anchor plate and this two-wire Anchor pier head is affixed integral, this U-shaped connecting plate, is positioned at approximately the same plane with this straight arc sleeve pipe；This straight arc sleeve pipe, comprises straight line Casing section, arc sleeve pipeline section, be a round steel pipe, for for these main suspension bracket steel strand wires are passed this straight arc sleeve pipe and this extruded segment , make these main suspension bracket steel strand wires undertake out-of-line 2 pulling force with angle, that this two-wire anchorage is used is described Anchor pier head adapter, the inner orifice of this straight arc sleeve pipe, with the mutual UNICOM of inner orifice of this two-wire anchor pier head collectively constitute smooth , 2 ends be an inner orifice for arc section in the middle of straightway；This arc sleeve pipeline section, for a round steel pipe of this straight arc sleeve pipe One section and one end, for one section of arc, termination is fixed on this outer silk section near this extruded segment, and this straight line casing section, for this straight arc One section and other end of one round steel pipe of sleeve pipe, for straight one section, the termination of this straight line casing section, towards this two-wire anchor This outer silk section of pier nose, does not highlight outside the termination of this outer silk section；This U-shaped connecting plate, is that the described anchor pier head of a U-shaped adds Part, is processed into U-shaped by a steel plate, 2 terminations of a steel plate of this U-shaped connecting plate, is integrally fixed with this two-wire anchor pier head, Solderable on this straight arc sleeve pipe and the surface of this two-wire anchor pier head, one section, the centre of a steel plate of this U-shaped connecting plate, for described double Line anchor plate；This two-wire anchor plate, is fixed on this U-shaped connecting plate, for a termination of suspension bracket steel strand wires auxiliary described in drawknot, The steel plate section of 2 terminations of this two-wire anchor pier head and this affixed U-shaped connecting plate, the described steel for this two-wire anchor plate is tied Structure is drawn component and described suspension bracket component, this two-wire anchorage, is also drawn the described local steel construction shearing resistance of component for this steel construction Body, this two-wire anchor plate, is also 1 block plate replacing described anchor plate on this local steel construction shearing resistance body, this two-wire anchor pad The described anchor plate outer surface of plate, towards this two-wire anchor pier head, mate with this two-wire anchor plate that use, be used for clamping this and auxiliary hang The described anchor pier head of frame steel strand wires, is positioned at the space of the U-shaped of this U-shaped connecting plate, can be described fixing anchor pier head, also may be used To be the described suspension anchor pier head hanging anchor nut described in wire connection, this fixing anchor pier head maybe this suspension anchor nut hold this and auxiliary hang Frame steel strand wires；This extruded segment of this two-wire anchor pier head, and this straight line casing section of this straight arc sleeve pipe, and on this U-shaped connecting plate The thickness direction of this two-wire anchor plate, is respectively facing and can be parallel to the 3 described steel strand wires sections drawn from this two-wire anchorage Direction；

Three described line anchorages, for 2 described auxiliary 1 described suspension steel strand wires of suspension bracket steel strand wires carry described suspension bracket anchor Tool, by 2 described crossed anchor pier noses, described three line anchor plates respectively as 2 described anchor pier heads of described anchorage, described in 1 Anchor pier head adapter forms；This crossed anchor pier nose, for holding the described outer silk anchor of this three lines anchorage with these 2 auxiliary suspension bracket steel strand wires Pier nose, these 2 crossed anchor pier noses, intersect, can be parallel to each other, between leave gap, can allow described suspension steel strand wires Pass, in the described outer silk section of these 2 crossed anchor pier noses near described extruded segment position, with this three lines anchor plate by these 2 friendships Fork anchor pier head is affixed integral；The described extruded segment of these 2 crossed anchor pier noses, is respectively facing these 2 auxiliary suspension bracket steel strand wires, can divide Not parallel with these 2 auxiliary suspension bracket steel strand wires；This three lines anchor plate, is used for by suspension element described in this suspension steel strand wires carry, Can be vertical with these suspension steel strand wires, the described anchor plate outer surface of this three lines anchor plate, towards the institute of these 2 crossed anchor pier noses State extruded segment side, clamp the described fixing anchor pier head of the described hanging end of these suspension steel strand wires or described suspension anchor pier head, directly Connect or by the described suspension anchor nut of this suspension anchor pier head institute wire connection, hang on this three lines anchor plate；These 2 intersection anchor piers Head, the described steel construction for this three lines anchor plate is drawn component and described suspension bracket component, and this three lines anchorage, is also described steel construction Drawn the described local steel construction shearing resistance body of component, this three lines anchor plate, be also the replacement on the steel construction shearing resistance body of described local 1 block plate of described anchor plate；

Described extruding intermediate plate, for being combined at least 2 circular arc steel discs of a round steel pipe, comprises occlusion section, the most airtight Section, including single sealed end extruding intermediate plate, double density closed end extruding intermediate plate, extrudes intermediate plate without sealed end, this list sealed end extruding intermediate plate, Arranging this described extruding intermediate plate of airtight section for one end of only this extruding intermediate plate, this airtight section towards described steel strand wires Duan Fang To, this double density closed end extruding intermediate plate, two ends for this extruding intermediate plate all arrange this described extruding intermediate plate of airtight section, are mainly used in There is the described extruded segment of the described anchor pier head of described steel strand wires section both sides, and this extrudes intermediate plate without sealed end, for this extruding intermediate plate Two ends be all not provided with this described extruding intermediate plate of airtight section, current anchorage technology, use similar this without sealed end extruding intermediate plate, Utilize sealing off and covering anchorage slip casting and epoxy resin etc that the bare wire part of the described steel strand wires in existing anchor pier head is carried out airtight protection, though So meet code requirement, but in the case of the long-term string of these steel strand wires shakes, the sealing off and covering anchorage material of solid is positioned at the portion of current anchor pier head Position will appear from microscopic checks, there is the potential safety hazard that these steel strand wires are corroded, and flexible described flexible sealing adhesive tape adds asphalt mixtures modified by epoxy resin Fat etc closure adds the protection of sealing off and covering anchorage slip casting again, can more effectively prevent the appearance of microscopic checks；This occlusion section, presss from both sides for this extruding The longest one section or whole of one round steel pipe of sheet, is positioned at middle part or one end of this extruding intermediate plate, maybe this extruding intermediate plate Total length be all this occlusion section, this occlusion section, described with sandwiched for strengthening the described extruded segment of described static pressure anchor pier head Extruding occlusion between steel strand wires, surfaces externally and internally is tooth engaged, and preferably this tooth engaged is screw thread, this airtight section, for this extruding 1 end of one round steel pipe of intermediate plate or one section of 2 ends, or described 2 ends without sealed end extruding intermediate plate are all not provided with described airtight Described steel strand wires or this steel strand wires, after this extruded segment is squeezed, are protected the termination of set to carry out airtight by section by this airtight section Protection, surfaces externally and internally is smooth surface；

Described flexible sealing adhesive tape, for blocking the flexible material adhesive tape at described extruded segment two ends, is used for being wrapped in described airtight Section, protects the bare wire part of the described steel strand wires in this extruded segment or the protection of these steel strand wires to overlap the closure of termination；

Described draw-in groove, is 1 to multiple grooves, and flat shape is corresponding with described anti-rotation card, this card of described middle anchor plate Groove, is positioned at outside the edge of described anchor plate through wires hole, with this anchor plate through wires hole UNICOM, this card of described outer silk anchor pier head Groove, for along this outer silk anchor pier head length direction, this outer silk anchor pier head surface on this draw-in groove, be positioned at the institute of this outer silk anchor pier head Stating extruded segment near described outer silk section, this draw-in groove of described suspension anchor pier head, for entering this suspension anchor pier by described anti-rotation card wedge In this draw-in groove of head and this middle anchor plate, tightening described anchor nut by the tension of described steel strand wires or Shi Hanzhang process In, prevent this suspension anchor pier head from rotating, this draw-in groove of described connection anchor pier head, for instrument is sticked into this draw-in groove, solve this company Connect anchor pier head and the described Rotation being connected between anchor nut；

So-called static(al) pressing method, the described extruded segment of the described static pressure anchor pier head for being enclosed within described steel strand wires is squeezed change The method clamping described steel strand wires after shape, is realized by following steps: for these steel strand wires of protected set, local divests this steel The protection set of twisted wire, the termination to the protection set divested, available described flexible adhesive sealant band is wound protection；Use described extruding Intermediate plate wraps in the bare wire part of these steel strand wires, for arranging this extruding intermediate plate of described airtight section, and this flexible sealing adhesive tape available This airtight section of the termination of this extruding intermediate plate is carried out colligation；This extruding intermediate plate clamping these steel strand wires is filled in this extruded segment； This extruded segment is arranged on pier nose instrument and extrudes；After having extruded, this extruded segment is removed from this pier nose instrument, right In these steel strand wires of protected set, if there being the bare wire part of these steel strand wires of this extruded segment that leaks outside, carrying out protection set and repairing；Should Pier nose instrument, can be described anchor pier head extruder, it is also possible to be the pier nose device of current anchorage pier nose technology；

Described anchor pier head extruder, for the instrument for extruding the described extruded segment of described static pressure anchor pier head, comprises Spiral shell inside nut, arm-tie outside twin-tub, termination arm-tie, extrusion die, twin I-beam, 2 piston backing plates, beam pier nose set, arm-ties Cap, optionally extrude backing plate, optionally protect nut, optional position-limited rack, splicing securing member, extruding anchor pier nose, center threading Hole, instrument axis, U-type groove, support plate, drawknot bar, optional ribbed panel, relate to biplate accessory, plate-like accessory, longitudinally join Part, longitudinal direction, circumferential pressure, longitudinal pressure；

This anchor pier head extruder, force-transmitting relation is followed successively by, and 2 described cylinder bodies promote described double-piston longitudinally to extrude along described, This double-piston extrudes described 2 piston backing plates, and these 2 piston backing plates extrude described twin I-beam, and the extruding of this twin I-beam is described Beam pier nose set, this beam pier nose set extrudes described extruding backing plate or described extruding anchor pier nose, the described extruded segment of this extruding anchor pier nose Being got into described extrusion die, this extrusion die is withstood by described termination arm-tie, and this termination arm-tie and bearing of the described end are by described Drawknot bar nut is held, and this end bearing withstands this 2 cylinder bodies；

Described extruding anchor pier nose, for the institute being installed to need to carry out extruding on this pier nose extruder being enclosed within described steel strand wires State static pressure anchor pier head；

Described plate-like accessory, comprise try to get to the heart of a matter, flange, this tries to get to the heart of a matter, is a steel plate, generally circular steel plate, it is also possible to be not round Shape, this flange, is a steel loop, is fixed on this tries to get to the heart of a matter, tries to get to the heart of a matter with this and be combined into one；

Described biplate accessory, comprises 2 half or 21 half, including described assembled piston backing plate, described beam pier nose set, described double I-beam, described extrusion die, described extruding backing plate, described protection nut, for becoming can take apart this biplate fitting designs 2 parts, allow described steel strand wires through after this extrusion die, this twin I-beam, this beam pier nose set, this extruding backing plate, or should After protection spiro cap is on described extruding anchor pier nose, this biplate accessory is mounted is combined into complete one, being somebody's turn to do on this twin I-beam Assembled piston backing plate, this beam pier nose set, the described biplate accessory being integrally fixed on this twin I-beam, spelled by this twin I-beam When dressing up one, this assembly piston backing plate, this beam pier nose set are assembled into one, this biplate accessory simultaneously, do not allow cut-out When being arranged on the described steel strand wires on this extruding anchor pier nose, it is necessary to take into described 2 half apart, after being enclosed within these steel strand wires, then it is combined into Entirety, the extrusion process of this extruding anchor pier nose, these steel strand wires have to pass through this biplate accessory of this anchor pier head extruder, it is impossible to make With the finished devices of existing anchorage pier nose technology, this 2 half, these 2 parts of the described biplate accessory for being opened, this is 1 years old Half, for wherein 1 part of these 2 parts, these 21 half, it is combined into this complete biplate accessory；

Described extruding backing plate, is divided into plate-like accessory described in the one of described 2 half for described longitudinal direction, the described dish of this extruding backing plate Coupling through wires hole is left in the central area at the end, this coupling through wires hole, including sphere coupling through wires hole, aspheric surface coupling through wires hole, It is not more than described center through wires hole diameter and a circular port of described extruding anchor pier nose interior diameter, with the institute of different size for diameter State extruding anchor pier nose and described steel strand wires overall diameter matches, these steel strand wires can be passed, this extruding anchor pier nose can not be worn Crossing, and try to get to the heart of a matter with this and withstand this extruding anchor pier nose, this of this extruding backing plate is tried to get to the heart of a matter, described in overall diameter puts than described beam pier nose Greatly and less than the interior diameter of described flange of this beam pier nose set, this tries to get to the heart of a matter the diameter of center through wires hole, is packed into this beam pier nose set This flange, and withstand this beam pier nose set described in try to get to the heart of a matter；The described flange of this extruding backing plate, interior diameter is not less than this extruding anchor Pier nose or the overall diameter of described protection nut being enclosed within this extruding anchor pier nose, this flange, be enclosed within this extruding anchor pier nose maybe this guarantor Protect on nut, the installation positioning limit to this extruding anchor pier nose；The piece of described the 2 half of this extruding backing plate, with described duplex word The piece of beam is vertical or out of plumb；This sphere coupling through wires hole, for the side withstanding this extruding anchor pier nose of this coupling through wires hole Periphery be the described coupling through wires hole of sphere, be ball with the termination of this extruding anchor pier nose withstanding this periphery mating through wires hole This extruding anchor pier nose coupling in face uses, this aspheric surface coupling through wires hole, withstands this extruding anchor pier nose for this coupling through wires hole The periphery of side be not the described coupling through wires hole of sphere, with this extruding anchor pier nose withstanding this periphery mating through wires hole Termination is not that this extruding anchor pier nose coupling of sphere uses；

Described extruding backing plate, is many specifications, it is also possible to not, and the overall diameter tried to get to the heart of a matter described in this extruding backing plate of each specification is equal Identical, match with same described beam pier nose set, this of each specification try to get to the heart of a matter on the interior diameter of described coupling through wires hole different, It is not more than the interior diameter of described extruding anchor pier nose, the whole section of the termination of this extruding anchor pier nose can be withstood, being somebody's turn to do of each specification The described flange interior diameter of extruding backing plate is different, respectively with this extruding anchor pier nose or be enclosed within the described guarantor on this extruding anchor pier nose The overall diameter of the described spacing pipeline section protecting nut matches；This of each specification try to get to the heart of a matter on coupling through wires hole withstand this extruding anchor The shape of the periphery of the side of pier nose, differs, and has sphere or is not the difference of sphere, respectively against corresponding sphere or be not The termination of this extruding anchor pier nose of sphere；

Described termination arm-tie, comprises interior arm-tie, top pull plate, erects the top placed for this anchor pier head extruder, for institute State the installation positioning limit of extrusion die, undertake described longitudinal pressure, described circumferential pressure that this extrusion die applies, this is indulged Give described drawknot bar to pressure transmission, this drawknot bar hold this termination arm-tie and bearing of the described end, this termination arm-tie, interior by this Arm-tie, this top pull plate are combined into an overall described termination arm-tie, have the hole that described drawknot bar passes, and flat shape can be square Shape, this interior arm-tie, is a plate-like accessory, and this top pull plate, is a steel plate, and a smooth surface of this top pull plate, with this The steel plate tried to get to the heart of a matter described in interior arm-tie, the described flange side of this interior arm-tie dorsad smooth surface, for This interior arm-tie, this top pull plate tightly stick together the piece being combined into this overall termination arm-tie；

Described ribbed panel, for being optionally fixed on two surfaces of the steel plate needing ribbing accessory or this two surfaces wherein 1 of reinforcement on one, to multiple steel plate strip, needs the bending resistance of ribbing accessory, shear resistance, to reduce this need for improving this The thickness of slab of ribbing accessory, mainly for reducing the weight of this termination arm-tie so that installing operation, this needs ribbing accessory, adds with this One side of the length direction of floor is vertically integrally fixed, including described interior arm-tie, described top pull plate, described support plate, Described ribbed panel on this interior arm-tie, is positioned at the described flange side of this arm-tie；Described ribbed panel on this top pull plate, is positioned at The side of this interior arm-tie dorsad of this top pull plate；Described ribbed panel on this support plate, may be located at the institute dorsad of this support plate State the side of 2 cylinder bodies；

Described support plate, including end bearing, intermediate support, is a steel plate, and generally rectangular steel plate is used for keeping this anchor pier head Extruder lies low stable being placed on building roof or ground, has the hole that described drawknot bar passes；This end bearing, for this anchor pier head The bottom placed erect by extruder, for the described support plate on this bottom, is positioned at a termination of described 2 cylinder bodies, it is also possible to Make the base that this pier nose extruder can stably be erect, to carry out the setting installation extruding of described extruding anchor pier nose, in this Between bearing, for being positioned at the another one termination of these 2 cylinder bodies, the described support plate of this anchor pier head extruder zone line, meet institute State the position of double-piston, cut with the hole that each piston of this double-piston can be allowed to pass；

Described twin-tub, comprises 2 cylinder bodies, double-pistons, this cylinder body, is the round steel pipe of 2 end seal steel plates, and these 2 cylinder bodies are described Longitudinally the most side by side, parallel alignment, be connected by oil pipe and keep equipressure, be of the same size and thrust, centre is left and is allowed described steel The gap that twisted wire can pass, 2 ends are connected with 2 described support plates respectively, strain this 2 support plates with described drawknot bar and nut Clamp this 2 cylinder bodies；This double-piston, arrives each 1 in these 2 cylinder bodies for the playback of can extruding or regain in these 2 cylinder bodies Piston；

Described drawknot bar, for 4 steel rod elements of setting parallel, concordant, can be arranged on described support plate, described termination arm-tie 4 folding corner regions, the described longitudinally central axis of the most every 2 these steel rod elements and 1 piston of described double-piston Described longitudinally central dead in line, every this steel rod elements, one end and bearing of the described end are with being positioned at the most described 2 cylinder bodies The nut of side connects, and the nut that zone line is positioned at these 2 cylinder body sides dorsad with described intermediate support use is connected, and these are at 2 Nut, this end bearing, this intermediate support can be allowed after tightening to clamp described 2 cylinder bodies, the other end of every this steel rod elements, with 2 sides of this termination arm-tie, connect with nut outside nut, described arm-tie inside described arm-tie；Nut inside this arm-tie, is a spiral shell Cap, is positioned at the described arm-tie side of this termination arm-tie, when placement installation erect by this anchor pier head extruder, to this interior arm-tie Installation spacing；Nut outside this arm-tie, is a nut, is positioned at the described top pull plate side of this termination arm-tie, for described double This termination arm-tie is held during piston extrusion；

Described twin I-beam, comprises 2 single steel I-beams, and this list steel I-beam is a steel I-beam, for this twin I-beam Described 1 half, for the thrust of described double-piston being applied to described squeezing by described beam pier nose set by 2 described piston backing plates Pressure anchor pier head or described extruding backing plate, the edge of a wing of the H-shape cross section of these 2 single steel I-beams is spliced into double H-shape cross section mutually The section of this twin I-beam；This piston backing plate, the thrust in time being extruded by described double-piston is diffused into this twin I-beam, Including assembled piston backing plate, single-piece piston backing plate, can be this assembly piston backing plate, one of which of this single-piece piston backing plate, This assembly piston backing plate, is divided into the described piston backing plate of plate-like accessory described in the one of described 2 half, this assembly for described longitudinal direction Described 2 half tried to get to the heart of a matter described in piston backing plate, the edge of a wing with described the 2 half of this twin I-beam is combined into one respectively, this entirety Piston backing plate, is the described piston backing plate of plate-like accessory described in, tries to get to the heart of a matter, be only fixed on this described in this single-piece piston backing plate On the edge of a wing of described the 1 half of twin I-beam；After allowing described steel strand wires pass the described center through wires hole on this twin I-beam, should Twin I-beam is installed while being combined into complete one, and described the 2 half of this assembly piston backing plate are combined into complete one, or this entirety Try to get to the heart of a matter described in piston backing plate, the edge of a wing of the described pair of H-shape cross section withstood at this twin I-beam, i.e. withstood this pair The edge of a wing of 2 described 1 half on I-beam；These 2 piston backing plates, lay respectively at 2 end regions of this twin I-beam, and each this is lived The described longitudinally central axis of choker block plate, respectively can be with the described longitudinally central axis weight of each 1 piston of this double-piston Close, may be located on the piece of these 2 single steel I-beams, the described flange of this piston backing plate each, it is respectively fitted over this double-piston The termination of each 1 piston, the installation of this twin I-beam, not less than the overall diameter of this piston, is positioned by interior diameter by this double-piston Spacing；This beam pier nose set, is divided into plate-like accessory described in the one of described 2 half for described longitudinal direction, for squeezing directly or by this Pressure pad plate longitudinally will get into described extrusion die described in this extruding anchor pier nose, described 2 half tried to get to the heart of a matter described in this beam pier nose set, point The not edge of a wing with described the 2 half of this twin I-beam is combined into one, and the described flange that this beam pier nose overlaps, towards described extruding anchor pier Head, is enclosed within specification matching parts, and this specification matching parts is installed positioning limit, and this specification matching parts, including described extruding anchor pier Head, be cased with the described extruding anchor pier nose of described protection nut, this extruding backing plate, it is possible to directly withstand this beam pier nose set described dish The end, the diameter of the described center through wires hole that overall diameter puts than this beam pier nose is greatly and less than described flange interior of this beam pier nose set Diameter, when the specification of this extruding anchor pier nose is little less than the diameter of this center through wires hole to interior diameter, i.e. withstands this beam pier nose set The section of the steel pipe of described this extruding anchor pier nose tried to get to the heart of a matter can not be entirely located in the periphery of this center through wires hole, maybe when withstanding this beam The shape of the termination of this extruding anchor pier nose tried to get to the heart of a matter described in pier nose set, and needs to withstand this beam of the side of this extruding anchor pier nose The shape of the periphery of the described center through wires hole on trying to get to the heart of a matter described in pier nose set is not mated, it is necessary to filled in by this extruding anchor pier nose The described flange of this extruding backing plate, indirectly withstands by trying to get to the heart of a matter described in this extruding backing plate and tries to get to the heart of a matter described in this beam pier nose set；

Described protection nut, comprises nut section, spacing pipeline section, optional nut clamping device, is divided into institute for described longitudinal direction State a round steel pipe of 2 half, be carved with internal thread, be enclosed within the described outer silk section of described extruding anchor pier nose, for this outer silk section Outside nut is protected, the piece of described the 2 half of this protection nut, with the described extruding backing plate connected or described beam pier nose set Piece is vertical or out of plumb, there is no the described extruding anchor pier nose of described outer silk section, do not use described protection nut, or described vertical To the described extruding anchor pier nose that pressure is less, described protection nut can not be used, cause the factor that described longitudinal pressure is less, Or because the described extruded segment material of this extruding anchor pier nose is softer, or because use is not the described steel strand wires of high tensile steel wire This extruded segment is caused to need less deformation etc factor；This nut section, for one section of a round steel pipe of this protection nut and One end, has use instrument and rotates outer polygonal profile or the groove of this protection nut；This spacing pipeline section, for the one of this protection nut Other one section and one end of round steel pipe, and this nut section, for same steel pipe or different and overall diameter is identical or different, interior diameter Identical and scribe internal thread together, this spacing pipeline section, towards described beam pier nose set, it is packed into this beam pier nose set maybe this extruding backing plate In described flange, for installation positioning limit to this sandwiched extruding anchor pier nose, rotate this protection nut, allow this outer silk section Termination, leak outside outside this spacing pipeline section, directly withstand this beam pier nose set maybe this extruding backing plate；This nut clamping device, for position In this protection nut described 2 half 1 folding of 2 edge joint positions and 1 described splicing securing member, it is also possible to 2 these spellings Connecing securing member and replace this nut clamping device, this nut clamping device, for allowing described the 2 half of this protection nut be enclosed within this outer silk After Duan, allow this protection nut clamp this outer silk section, this folding, be fixed on this protection nut described 2 half an edge joint position, By described 2 half-connections of this protection nut together, and allow can relatively rotate between described the 2 half of this protection nut；

Described protection nut, is many specifications, and the described spacing pipeline section overall diameter of this protection nut of each specification is identical, with same Individual described extruding backing plate or described beam pier nose set match, or the described spacing pipeline section overall diameter of this protection nut of each specification is not Identical, match with the described extruding backing plate of different size or described beam pier nose set respectively；This protection nut of each specification interior Diameter is different, and the described outer silk section overall diameter with the described extruding anchor pier nose of different size matches respectively；

Described extrusion die, comprise spacing section, conical section, strengthening segment, be divided into a circular steel of described 2 half for described longitudinal direction Pipe, for the described extruded segment of described extruding anchor pier nose is got into this conical section, makes this extruded segment attenuate and clamps described steel strand wires, The piece of described the 2 half of this extrusion die, or out of plumb vertical with the described U-type groove on described interior arm-tie；Described hoop pressure Power, for this conical section thin produced pressure of the section of this conical section laterally being washed crowded to this extruded segment；Described longitudinal direction Pressure, for longitudinally being got into the thrust of this conical section described in this extruded segment that this conical section undertakes；This spacing section, for diameter of bore One section of this identical extrusion die and one end, towards this extruding anchor pier nose, bore dia, not less than the overall diameter of this extruded segment, is used In being enclosed within the installation positioning limit carrying out this extruded segment in this extruded segment, overall diameter is identical or different with this conical section；This reinforcement Section, for other one section and one end of identical this extrusion die of diameter of bore, diameter of bore, less than the overall diameter of this extruded segment, is used In strengthening this conical section, overall diameter and this conical section overall diameter are identical or different and described flange less than described interior arm-tie Interior diameter, this strengthening segment, towards this interior arm-tie, it is packed into this flange of this interior arm-tie, withstands and try to get to the heart of a matter described in this interior arm-tie, will Described longitudinal pressure and described circumferential pressure, be diffused into this interior arm-tie；This conical section, for one section, the centre of this extrusion die, interior Hole linearly or smooth curve vertebral body shape, and the diameter of bore of this spacing section of one end connected, with this diameter of bore of spacing section, With the diameter of bore of one end that this strengthening segment connects, with the diameter of bore of this strengthening segment；

Described extrusion die, is many specifications, and the overall diameter of the described strengthening segment of this extrusion die of each specification is identical and same The interior diameter of the described flange of individual described interior arm-tie matches, the interior diameter difference of this extrusion die of each specification and different size The overall diameter of described extruded segment of described extruding anchor pier nose match；

Described instrument axis, for being positioned at the central point of 2 piston section lines of centres of described double-piston and described longitudinal direction Parallel axis；

Described longitudinal direction, for the described longitudinal direction of the longitudinal accessory installation direction in the described longitudinal direction of this anchor pier head extruder, should The described longitudinal direction of longitudinal accessory, with the described longitudinal of this anchor pier head extruder and the extrusion of described double-piston and the motion side of withdrawal To, for same direction；This longitudinal direction accessory, sorts by the adjacent relation of this longitudinal direction and includes bearing of the described end, 2 described cylinders successively Body, described intermediate support, 2 pistons of this double-piston through this intermediate support, 2 described piston backing plates, described 2 either simplex Word girder steel, described beam pier nose set, optional described extruding backing plate, the described outer silk section of optional described extruding anchor pier nose, this squeeze The pressure described extruded segment of anchor pier head, described extrusion die, described interior arm-tie, described top pull plate, also include described steel strand wires, described 4 steel rod elements of drawknot bar, described spacing steel pipe, described arm-tie stop collar, described beam stop collar, same by this longitudinal direction accessory The number planting this longitudinal direction accessory used is classified, and this longitudinal direction accessory also includes single longitudinal accessory, many longitudinal accessories, and this list is longitudinally Accessory, for not being described longitudinal accessory of these many longitudinal accessories, these many longitudinal accessories, be at least 2, mutually flat by this longitudinal direction Described longitudinal accessory that go concordant setting, that have gap each other, including 2 pistons, 2 these piston pads of this double-piston Plate, 2 these cylinder bodies, 4 steel rod elements of this drawknot bar, for arranging this anchor pier head extruder of multiple described position-limited rack, these are many Longitudinal accessory also includes forming this spacing steel pipe of the plurality of position-limited rack, this arm-tie stop collar, this beam stop collar, and this list is longitudinally joined This longitudinally central axis of part, and these many longitudinal accessories multiple of the same of these many longitudinal accessories common between should Longitudinally central axis, preferably overlaps with described instrument axis, is preferably longitudinally mounted on this instrument axis along this, Except this central axis relevant with this position-limited rack is not necessarily required to be necessarily mounted on this instrument axis, remaining this central shaft Line, is arranged on this instrument axis the most as far as possible, this longitudinal direction of remaining belonging to this remaining central axis Accessory, needs to undertake described longitudinal pressure, if it cannot be guaranteed that this remaining longitudinal accessory and between there is less bias, very Easily cause this extruding anchor pier nose to be skewed by pressure；This of this anchor pier head extruder is longitudinal, for the length side of this anchor pier head extruder To；This longitudinal direction of described plate-like accessory, for being perpendicular to the direction tried to get to the heart of a matter described in this plate-like accessory, is cut into this of described 2 half Plate-like accessory, is cut into 2 described 1 half along this longitudinal direction by this plate-like accessory, this tangent plane between 2 half, is preferably located at same In plane, it is preferably located at one of described flange of this plate-like accessory diametrically by this plate-like accessory decile；This longitudinal direction accessory This longitudinally, the order being enumerated by each this longitudinal direction accessory, respectively, the thickness direction of this end bearing, this cylinder body Length direction, the thickness direction of this intermediate support, the length direction of this piston, this piston backing plate described plate-like accessory this indulge To the described plate-like accessory of, the short transverse of this list steel I-beam, this beam pier nose set this longitudinally, described dish of this extruding backing plate This longitudinal direction of shape accessory, the length direction of this outer silk section, the length direction of this extruded segment, the length direction of this extrusion die, should The thickness direction of interior arm-tie, the thickness direction of this top pull plate, the length direction of these steel strand wires, the length direction of this steel rod elements, should The length direction of spacing steel pipe, the length direction of this arm-tie stop collar, the length direction of this beam stop collar；Described twin I-beam This is longitudinal, and for the short transverse of this twin I-beam section, the edge of a wing between 2 webs of this twin I-beam section, by this pair I-beam is slit longitudinally into this list steel I-beam of 2 equidimensions along this；This double-piston this longitudinally, for the piston of this double-piston This longitudinally, and this longitudinally perpendicular central axis of this double-piston, preferably flat with the piece of described the 2 half of this twin I-beam OK, preferably intersect with this instrument axis；This of this extruding anchor pier nose is longitudinal, for the length direction of this extruding anchor pier nose；Should This longitudinal direction of drawknot bar, for this longitudinal direction of the steel rod elements of this drawknot bar；This of this position-limited rack is longitudinal, and this for this spacing steel pipe is indulged To；

Described center through wires hole, for the multiple circles being perpendicular to this instrument axis centered by described instrument axis Hole, for described steel strand wires are filled in this center through wires hole along described longitudinal direction, forms a described longitudinal cylinder hole body, this cylinder Hole body, the described need perforation accessory longitudinally through this anchor pier head extruder, this accessory of need to boring a hole, meet and cut with at this cylinder hole body One this center through wires hole, including bearing of the described end, described intermediate support, described twin I-beam 2 webs between the wing of 2 sides Try to get to the heart of a matter described in edge, described beam pier nose set, try to get to the heart of a matter described in described interior arm-tie, described top pull plate；

Described U-type groove, the U excised for the central area along an edge of accessory of need to slotting to this accessory of need to slotting The groove of type, the termination of this U-type groove of this central area, for described center through wires hole, this U-type groove, for by described steel strand wires from This center through wires hole is filled at the edge of this U-type groove, this accessory of need to slotting, including described interior arm-tie, described top pull plate, described bearing Plate；Described U-type groove on described interior arm-tie, vertical with the described U-type groove on described top pull plate, described U-shaped on this interior arm-tie 2 sides of groove, are formed this center through wires hole closed, this interior arm-tie, undertake described extrusion die by described splicing securing member drawknot Described circumferential pressure, and with this top pull this extrusion die of plate shared apply described longitudinal pressure；On bearing of the described end Described U-type groove, parallel with the described U-type groove on described intermediate support, this end bearing, it is also possible to be not provided with described U-type groove, allow Described steel strand wires are positioned at this end standoff region and leak outside outside this anchor pier head extruder；

Described splicing securing member, for 2 block plates of bolt drawknot, this 2 block plate, respective 2 surfaces wherein 1 have Aspectant lap is for opening the bolt hole of alignment on this 2 block plate, and a respective side is separately fixed to be needed to spell Connecing the edge joint position of accessory or 2 sides of described U-type groove, this splicing securing member, need to splice accessory by using bolt to strain this, this needs Splicing accessory, uses 1 to carry out splicing drawknot, including 2 of the described U-type groove on described interior arm-tie to these splicing securing members multiple 2 sides of described U-type groove on side, optional described top pull plate, described 2 half, the institute of described twin I-beam of described protection nut State 2 half；

Described position-limited rack, comprises spacing steel pipe, arm-tie stop collar, beam stop collar, it is allowed to described twin I-beam and described spacing Steel pipe along described longitudinal sliding motion in described arm-tie stop collar, and can stop this twin I-beam along the vertical direction of this longitudinal direction Displacement, is used for solving, when described extruding anchor pier nose is extruded by this anchor pier head extruder, because of installation deviation, work pieces process The bias that this extruding anchor pier nose is caused by error and the wear of work etc, affects the extruding quality of this extruding anchor pier nose, extruding mistake Damage to the described steel strand wires that this extruding anchor pier nose is overlapped, this anchor pier head extruder, it is possible to use 1 to these position-limited racks multiple by mistake Strengthen the rigidity of the vertical direction of this longitudinal direction between this twin I-beam and described termination arm-tie, it is also possible to be not provided with this spacing Frame；This spacing steel pipe, is a steel pipe, and outside nut is carved with in one end, is inserted into being screwed in this beam stop collar from this arm-tie stop collar；Should Arm-tie stop collar, is a steel thimble, is fixed on this termination arm-tie, and this longitudinally central axis is parallel longitudinal with this；This beam limits Position set, is a steel thimble, is carved with internal thread, be fixed on this twin I-beam, this longitudinally central axis and this arm-tie stop collar This longitudinally central dead in line；

This anchor pier head extruder, is extruded described extruding anchor pier nose, is realized by following steps:

1) it is enclosed within described the 2 half of described protection nut in the described outer silk section of this extruding anchor pier nose, allows the termination of this outer silk section This protection nut prominent, clamps this protection nut with described nut clamping device or described splicing securing member, beats gently simultaneously One end of this protection nut, the outside nut of internal thread with this outer silk section to ensure this protection nut fits together perfectly；For not setting Put this extruding anchor pier nose of this outer silk section, omit this step；

2) adjust nut inside the described arm-tie of described interior arm-tie side, allow this interior arm-tie be positioned at suitable position, remove described top Arm-tie；By longitudinally putting the described center through wires hole on described beam pier nose set and described twin I-beam described in described steel strand wires into, use Described splicing securing member is combined into one by described the 2 half of this twin I-beam；

3) by the described flange of the described piston backing plate of this twin I-beam, it is set on described double-piston, simultaneously by this steel strand wires plug Enter in the described U-type groove on this interior arm-tie；

4) by this extruding anchor pier nose, or it is cased with this extruding anchor pier nose of this protection nut, directly or put described extruding backing plate, plug Enter this beam pier nose set；By described the 2 half of described extrusion die, it is enclosed within the termination of the described extruded segment of this extruding anchor pier nose, fills in The described flange of this interior arm-tie；

5) loosen nut inside this arm-tie, this top pull plate is installed, tightens nut outside the described arm-tie of this top pull plate side, allow described Termination arm-tie holds out against this extruding anchor pier nose, carries out installing the adjustment of positioning limit simultaneously, tightens nut inside this arm-tie；By described Spacing steel pipe, injects described arm-tie stop collar, is screwed on described beam stop collar；

6) give described cylinder body fuel feeding, extrude this double-piston, allow this extruded segment through the described conical section of this extrusion die, extruded Cheng Hou, regains the playback of this double-piston, is removed by this extruding anchor pier nose from this anchor pier head extruder.

Accompanying drawing explanation

Fig. 1, the anchorage node of suspension element and hang anchor pier head section look squarely schematic diagram；

Fig. 2, left side is the schematic diagram of looking squarely of the section of building skeleton, and right side is steel strand wires 2 floors of continuous carry Anchorage node amplify section look squarely schematic diagram；

Fig. 3, left side be hang anchor pier head section look squarely schematic diagram, right side be hang anchor pier head schematic top plan view；

Fig. 4, the anchorage node of suspension bracket component and the section of fixing anchor pier head look squarely schematic diagram；

Fig. 5, connect anchor pier head section look squarely schematic diagram；

Fig. 6, left side is the plan view of anchor plate section, and right side is the schematic top plan view on the opposite of anchor plate outer surface；

Fig. 7, the anchorage node of suspension element and the section of work anchor pier nose look squarely schematic diagram；

Fig. 8, connect anchor section look squarely schematic diagram；

Fig. 9, upside be hang anchor nut section look squarely schematic diagram, downside is the schematic top plan view of anchor nut；

Figure 10, the anchorage node of suspension element and the section of doubly-linked anchor look squarely schematic diagram；

Figure 11, what anchor pier head extruder kept flat the general assembly of section looks squarely perspective diagram；

Figure 12, what the anchor pier head extruder of partial enlargement kept flat the general assembly of section looks squarely perspective diagram；

Figure 13, left side be interior arm-tie, right side be top pull plate look squarely schematic diagram from left towards dextrad；

Figure 14, left side be twin I-beam, upper right be extruding backing plate, bottom right be protection nut look squarely signal from left towards dextrad Figure；

Figure 15, left side is the schematic diagram of looking squarely of extrusion die section, right side extrusion die look squarely schematic diagram from left towards dextrad；

Figure 16, two-wire anchorage looks squarely schematic diagram along length cutting；

Figure 17, three line anchorages look squarely perspective diagram along length cutting to three line anchor plates；

Wherein: 1-hangs anchor pier head；2-hangs anchor nut；Anchor plate in the middle of 3-；4-steel strand wires；5-is drawn component；6-connects anchor Pier nose；7-anti-rotation card；8-draw-in groove；9-connects anchor；10-anchor plate tension member；11-shearing resistance body；12-shearing resistance side；13-anchored side； 14-anchorage；15-suspension bracket component；16-flexible sealing adhesive tape；17-suspension element；18-hanging end；19-steel strand wires end；20-anchor Gu node；21-through wires hole；22-anchor pier head；23-anchor plate；24-anchor nut；25-extrudes intermediate plate；26-is engaged section；27-is airtight Section；28-termination anchorage；29-termination anchor pier head；30-mates through wires hole；31-bilateral anchor；32-doubly-linked anchor；33-static pressure anchor pier head； 34-work anchor pier nose；35-extruded segment；The outer silk section of 36-；37-fixes anchor pier head；The outer silk anchor pier head of 38-；39-termination anchor plate； 40-anchor ring；41-intermediate plate；42-anchor plate through wires hole；43-anchor plate outer surface；44-connects anchor nut；45-mid-mounting structure Part；Suspension element after 46-；47-steel strand wires section；48-nut positive silk section；49-nut stage casing；50-nut anti-silk section；51-squeezes Pressure anchor pier head；52-twin-tub；53-double-piston；54-termination arm-tie；55-drawknot bar；56-extrusion die；57-twin I-beam；58- Nut outside arm-tie；59-instrument axis；60-extrudes backing plate；61-protects nut；62-position-limited rack；63-cylinder body；64-bearing Plate；65-intermediate support；Bearing at the bottom of 66-；67-drawknot bar bolt hole；68-tries to get to the heart of a matter；69-flange；Nut inside 70-arm-tie；71- Conical section；The spacing steel pipe of 72-；Arm-tie in 73-；74-top pull plate；75-beam stop collar；76-ribbed panel；77-center through wires hole； 78-U type groove；79-splices securing member, 80-arm-tie stop collar；The mono-steel I-beam of 81-；82-piston backing plate；83-beam pier nose set； The 84-edge of a wing；85-web；86-piece；87-nut section；The spacing pipeline section of 88-；89-nut clamping device；90-folding；91-is spacing Section；92-strengthening segment；93-two-wire anchor pier head；94-crossed anchor pier nose；95-anchor pier head adapter；The U-shaped connecting plate of 96-；97-is straight Arc sleeve pipe；98-two-wire anchor plate；99-tri-line anchor plate；100-main suspension bracket steel strand wires；101-straight line casing section；102-arc sleeve Pipeline section；103-suspension bracket anchorage；104-suspension bracket steel strand wires；105-hangs steel strand wires；106-auxiliary suspension bracket steel strand wires；107-two-wire anchor Tool；108-tri-line anchorage.

Detailed description of the invention

Embodiment

As in a preferred the present embodiment, a kind of continuous suspension system of steel strand wires comprises: suspension system, anchor pier head extrude Machine；

As in figure 2 it is shown, this suspension system comprises: anchorage 14, steel strand wires 4, drawn component 5；

As shown in Fig. 1,2,6, component 5 is drawn to include: suspension bracket component 15, suspension element 17；This is drawn the anchorage node 20 of component Comprise: through wires hole 21, shearing resistance body 11, anchored side 13, shearing resistance side 12, optional anchor plate 23, optional anchor plate tension member 10； This anchorage node, is drawn placing this anchor plate and reserving the regional area of this through wires hole, with a circle table in figure of component for this Show；This anchored side, for being embedded in this anchor plate outer surface 43 by this anchor plate in this shearing resistance body drawing component, as this quilt Drawing the ingredient of an outer surface of component, this outer surface being drawn component with this is parallel, enters this and is drawn component This outer surface；This shearing resistance side, is drawn an outer surface of component for this being positioned at that this is drawn this anchored side opposite of component； This through wires hole, for the preformed hole between this anchored side and this shearing resistance side, the direction for the steel strand wires 4 after circular port, with tension is put down OK, vertical with this anchored side；This shearing resistance body, is drawn the ingredient of the carrying system of component for this, for this shearing resistance side and this anchor This between backing plate is drawn the armored concrete stress layer of component, for undertaking the transmission of this anchor plate, the load of diffusion, resists at this In shear body, at the peripheral pre-buried spiral bar of this through wires hole；

As shown in Fig. 1,2,8,16, anchorage 14 comprises: 1 to 2 anchor pier head 22, optional anchor nut 24, optional anchor pier head are attached Add part 95, including termination anchorage 28, bilateral anchor 31, doubly-linked anchor 32, connect anchor 9, suspension bracket anchorage 103；This termination anchorage includes: work Make anchor pier head 34, fixing anchor pier head 37；This anchorage, with a circle table in figure；

As shown in Fig. 1,3,4,7, anchor pier head 22, is a round steel pipe, including termination anchor pier head 29, static pressure anchor pier head 33；This end Head anchor pier head includes: work anchor pier nose 34, fixing anchor pier head 37；This static pressure anchor pier head includes: fixing anchor pier head 37, outer silk anchor pier 38, comprise: extruded segment 35, optional outer silk section 36, extruding intermediate plate 25, optional anti-rotation card 7, optional draw-in groove 8, flexibility are close Sealed adhesive tape 16；This outer silk anchor pier head includes: hang anchor pier head 1, as shown in Figure 5 connect anchor pier head 6, two-wire as shown in figure 16 Anchor pier head 93, crossed anchor pier nose 94 as shown in figure 17；This fixing anchor pier head, for this static pressure anchor pier head and this termination anchor pier head and The one of termination anchorage 28, does not set described outer silk section, described anti-rotation card, described draw-in groove, it is impossible to steel strand wires 4 are carried out stretch-draw, should 2 ends of steel strand wires, can only use 1 this fixing anchor pier head；

As shown in Figure 3,4, static pressure anchor pier head 33, for clamping this steel strand after extruding the extruded segment 35 being enclosed within steel strand wires 4 The anchor pier head of line；

As shown in Fig. 1,3,5, outer silk anchor pier head 38, for being provided with the static pressure anchor pier head 33 of outer silk section 36；This outer silk section, for this outer silk One end of one round steel pipe of anchor pier head and one section, with the outside nut of described positive silk, for carrying out wire connection with anchor nut 24, with The extruded segment 35 of this outer silk anchor pier head is same steel pipe, and interior diameter is identical, and overall diameter is different；Such as Figure 16, shown in 17, without the outer silk of silk Anchor pier head, for can be not provided with described draw-in groove and described anti-rotation card, not with described anchor nut with the use of this outer silk anchor pier Head, including two-wire anchor pier head 93, crossed anchor pier nose 94, this, without the outer silk section 36 of the outer silk anchor pier head of silk, can not scribe outside nut, Carry out extruding pier nose for this being arranged on described pier nose instrument as straight line rod member without the outer silk anchor pier head of silk, it is necessary to long enough Extremely, it is fixed on this outer silk anchor pier head 38 without the anchor pier head adapter 95 or other on the outer silk anchor pier head of silk, is respectively positioned on this without silk Can not be affected this without the installation on described pier nose instrument of the silk outer silk anchor pier head, pier nose between 2 terminations of outer silk anchor pier head；

As a shown in Figure 6, anti-rotation card 7, is 2 steel bars, uses rectangular cross section, hangs the anti-rotation card 7 of anchor pier head 1, is used for being stuck in In the draw-in groove 8 of middle anchor plate 3；As shown in Figure 8, connect the anti-rotation card 7 of anchor pier head 6, can block in the tool, be used for solving this Connect anchor pier head and the Rotation being connected between anchor nut 44；

As shown in Fig. 1,6,8, draw-in groove 8, is 2 grooves, and flat shape is corresponding with anti-rotation card 7, the draw-in groove 8 of middle anchor plate 3, It is positioned at the edge of anchor plate through wires hole 42, with this anchor plate through wires hole UNICOM, the draw-in groove 8 of outer silk anchor pier head 38, is positioned at this outer silk The extruded segment 35 of anchor pier head, near outer silk section 36, for described this longitudinal groove, hangs the draw-in groove 8 of anchor pier head 1, for by anti-rotation Block in this draw-in groove that 7 wedges enter this suspension anchor pier head and this middle anchor plate, steel strand wires 4 are strained tightening anchor nut 24 or applies During prestressing force, prevent this suspension anchor pier head from rotating, connect the draw-in groove 8 of anchor pier head 6, for instrument is sticked into this draw-in groove, solve Certainly this connection anchor pier head and the Rotation being connected between anchor nut 44；

As it is shown in fig. 7, work anchor pier nose 34 comprises: anchor ring 40, intermediate plate 41, for the finished product accessory of current anchorage, it is used for being somebody's turn to do While steel strand wires Shi Hanzhang, this intermediate plate is got into this anchor ring and clamps steel strand wires 4；

As shown in Fig. 1,4,6,7, anchor plate 23 comprises: anchor plate through wires hole 42, anchor plate outer surface 43, optional draw-in groove 8, for The steel plate that middle part is thick with periphery as, pre-buried being cast in is drawn on component 5, the steel strand wires 4 being used for transmitting anchor nut 24 Tension load diffusion passes to this and is drawn the shearing resistance body 11 of component, or the pulling force lotus of the steel strand wires 4 transmitted by termination anchor pier head 29 Carrying diffusion and pass to shearing resistance body 11, flat shape is rectangle；This anchor plate includes: termination anchor plate 39, middle anchor plate 3；Should Anchor plate through wires hole, for the hole opened on this anchor plate, for circular hole, diameter is bigger than this steel strand wires diameter, is used for allowing these steel strand wires wear Cross this anchor plate through wires hole, or allow the outer silk section 36 hanging anchor pier head 1 through this anchor plate through wires hole, this anchor plate outer surface one The periphery of this anchor plate through wires hole of side, is not sphere, and withstanding is not this anchor nut or the termination of this termination anchor pier head of sphere； This anchor plate tension member, is 4 steel bar ends, is welded on anchor plate 23, is embedded in by the shearing resistance body 11 drawing component 5；This anchor Backing plate outer surface, for a surface of anchor plate 23, is drawn the anchored side 13 of component for this, is drawn an appearance of component for this The ingredient in face, is used for withstanding this termination anchor pier head or this anchor nut, and this anchor plate tension member is welded on this anchor plate appearance The opposite in face；This termination anchor plate, the anchor plate 23 of hanging end 18 or steel strand wires end 19 for can be used only in steel strand wires 4；Should The anchor plate through wires hole 42 of termination anchor plate, diameter is less than this termination anchor pier head overall diameter, withstands this by this termination anchor plate Termination anchor pier head holds this steel strand wires；This middle anchor plate, for hanging the anchor plate 23 that anchor pier head 1 uses, this middle anchor plate Anchor plate through wires hole 42, diameter is less than the overall diameter of this outer silk section of this suspension anchor pier head, can allow this suspension anchor pier head This outer silk section passes, and tightens this anchor nut, this outer silk section pulled in this anchor plate through wires hole of this middle anchor plate and to These steel strand wires apply pulling force；Such as Figure 16, shown in 17, two-wire anchor plate 98, three line anchor plate 99, both can be this termination anchor plate Use is mated, it is also possible to be that this middle anchor plate mates use with hanging anchor nut 2 with fixing anchor pier head 37；

As shown in Fig. 1,8,9, anchor nut 24 includes: hangs anchor nut 2, connect anchor nut 44, is an internal thread nut, for wire connection Outer silk anchor pier head 38, pulls this outer silk anchor pier head by tightening this anchor nut, strains steel strand wires 4 or Shi Hanzhang, The termination of this anchor nut is not the periphery that sphere withstands the anchor plate through wires hole 42 not being sphere, and this connection anchor nut is additionally operable to silk Connect 2 these outer silk anchor pier heads clamping steel strand wires 4；

As in figure 2 it is shown, steel strand wires 4 comprise: hanging end 18, steel strand wires end 19, steel strand wires section 47, above steel strand wires section, below Steel strand wires section, is used for using anchorage 14 carry 1 to multiple suspension elements 17；These steel strand wires can be elongated steel strand wires, Can also be by the described steel strand wires section of the identical section of multistage or different section by connection anchor 9 as shown in Figure 8 or such as Figure 10 institute Doubly-linked anchor 32 spreading shown；Such as Figure 16, shown in 17, steel strand wires 4 include suspension bracket steel strand wires 104, hang steel strand wires 105, this suspension bracket Steel strand wires include main suspension bracket steel strand wires 100, auxiliary suspension bracket steel strand wires 106；

As shown in Figure 2,4, hanging end 18, clamp steel strand for hanging over the anchor pier head 22 of the anchorage 14 on suspension bracket component 15 with anchorage 14 The position of line 4；

Such as Fig. 2, shown in 7, steel strand wires end 19, for steel strand wires 4 for carry suspension element 17, farthest from hanging end 18 The anchor pier head 22 of one anchorage 14 clamps the position of these steel strand wires；

As shown in Figure 1, 2, steel strand wires section 47, for the anchor pier head of adjacent 2 anchorage 14 clamping these steel strand wires on steel strand wires 4 One section of these steel strand wires between 22；

As shown in Figure 2,4, suspension bracket component 15, for for undertake steel strand wires 4 hanging end 18 tension load drawn component 5； The anchored side 13 of this suspension bracket component is towards this hanging end direction；This hanging end direction dorsad, the shearing resistance side 12 of this suspension bracket component；

As shown in Figure 1, 2, suspension element 17 includes: mid-mounting component 45, below suspension element 46, for needs by steel strand wires 4 Outstanding draw drawn component 5；The shearing resistance side 12 of this suspension element is towards hanging end 18 direction of these steel strand wires, the anchor of this suspension element Gu this hanging end direction dorsad, side 13；This mid-mounting component, during suspension element 17 more than one hung by steel strand wires 4, position This suspension element between the steel strand wires end 19 of this hanging end and these steel strand wires；This suspension element below, for these steel strand wires Upper, towards this steel strand wires end 1 to multiple suspension elements 17, the object of reference used is described relative object of reference；

As it is shown in figure 1, hang anchor nut 2, for hanging the anchor nut 24 of 1 wire connection of anchor pier head, internal thread is described positive silk, is screwed in this Hang on anchor pier head, be used for withstanding middle anchor plate 3, by the load of suspension element 17, pass to this anchor plate, pass to this again Hang anchor nut, pass to this suspension anchor pier head again, pass to steel strand wires 4 again；

Such as Fig. 2, shown in 10, connect anchor nut 44, be 2 outer silk anchor pier heads 38 anchor nuts 24 of carrying out wire connection, comprise: nut is just Silk section 48, nut stage casing 49, nut anti-silk section 50, this nut positive silk section, be carved with the internal thread of described positive silk, be used for connecting described before This outer silk anchor pier head of face steel strand wires section；, between this nut positive silk section and this nut anti-silk section, there is slip casting in this nut stage casing Hole, this injected hole is used for sealing off and covering anchorage slip casting；This nut anti-silk section, is carved with the internal thread of described anti-silk, for by 2 sections of described steel strand wires sections Spreading；This connection anchor nut is screwed in suspension anchor pier head 1 and connects between anchor pier head 6, for the suspension transmitted by middle anchor plate 3 The load of component 17 passes to this suspension anchor pier head, and the pulling force of described steel strand wires section below is passed to this suspension anchor pier head, The sphere withstanding this middle anchor plate of this connection anchor nut or be not the termination of sphere, is this spiral shell of this connection anchor nut The termination of cap positive silk section, as shown in Figure 8, this connection anchor nut, it is additionally operable to be screwed in the termination clamping 2 sections of described steel strand wires sections respectively Connection anchor pier head 6 between, by these 2 sections of steel strand wires section spreadings；

As shown in Fig. 1,2,4,7, termination anchorage 28, termination anchor pier head 29, for being only used for hanging end 18 or the steel strand of steel strand wires 4 The anchorage 14 of line end 19, mates use with termination anchor plate 39, and overall diameter is than the anchor plate through wires hole 42 of this termination anchor plate Diameter is big, is positioned at and is drawn the outside of the anchored side 13 of component 5, the outside of this termination anchor plate, clamps steel strand wires 4 through extruding, For catching on this termination anchor plate when this steel strand wires tension, the pulling force of these steel strand wires is passed to this termination anchor plate；

As it is shown in figure 1, bilateral anchor 31, for the one of the anchorage 14 that mid-mounting component 45 only can use, for Eco-power This anchorage, is made up of respectively as anchor pier head 22, the anchor nut 24 of this anchorage suspension anchor pier head 1, suspension anchor nut 2, Ke Yiyong Steel strand wires 4 carry 1 is to multiple suspension elements 17, and the load of the described suspension element below of this suspension element, not by this bilateral Anchor and be directly passed to this steel strand wires；This suspension anchor pier head, clamps this steel strand wires, with this suspension anchor nut wire connection, is hanged by this Hang anchor nut and withstand middle anchor plate 3, the load of this mid-mounting component is passed to this steel strand wires；

As shown in Figure 10, doubly-linked anchor 32, for the one of the anchorage 14 that mid-mounting component 45 only can use, by hanging anchor pier 1, connect anchor pier head 6, connect anchor nut 44 and form respectively as 22,1 anchor nut 24 of 2 anchor pier heads of this anchorage, be used for While 2 sections of described steel strand section lines are carried out spreading, undertake the load of this mid-mounting component and also will continue described in carry after Face suspension element, after can being cut off by steel strand wires 4, changes described steel strand wires section, this suspension anchor pier head below that section is little into, clamps Described above steel strand wires section, and the load of this mid-mounting component is passed to this above steel strand wires section, this connection anchor pier head, folder Live this steel strand wires section below, and the load of steel strand wires section after this is passed to this connection anchor nut, this connection anchor nut, wire connection On this suspension anchor pier head, this connection anchor pier head, between this suspension anchor pier head, this connection anchor pier head, by this above steel strand Line segment, this below steel strand wires section link together, and the load of steel strand wires section after this is passed to this suspension anchor pier head；

As shown in Figure 8, connect anchor 9, for the anchorage 14 by 2 sections of described steel strand wires section spreadings, by connecting the connection of 44,2, anchor nut Anchor pier head 6 forms respectively as 24,2 anchor pier heads 22 of anchor nut of this anchorage, these 2 extruded segment 35 connecting anchor pier head, point It is not enclosed within one end of these 2 sections of steel strand wires sections, after extruding, clamps this 2 sections of steel strand wires sections, these 2 the outer silk sections 36 connecting anchor pier head Towards this connection anchor nut, it is connected anchor nut wire connection with this and tightens；

As it is shown on figure 3, extruding intermediate plate 25, for being combined at least 2 circular arc steel discs of a round steel pipe, comprise: occlusion section 26, can Airtight section 27 of choosing；This occlusion section, for the longest one section of a round steel pipe of this extruding intermediate plate, is positioned in this extruding intermediate plate Between position, be engaged for strengthening the extruding between extruded segment 35 and the sandwiched steel strand wires 4 of static pressure anchor pier head 33, surfaces externally and internally For tooth engaged, this tooth engaged uses screw thread；This airtight section, for each one section of 2 ends of this extruding intermediate plate, for this extruded segment by squeezing After pressure, the protection set termination to these steel strand wires carries out airtight protection, and surfaces externally and internally is smooth surface；

As it is shown on figure 3, flexible sealing adhesive tape 16, for blocking the flexible material adhesive tape at extruded segment 35 two ends, it is used for protecting this extruding The bare wire part of the steel strand wires 4 in Duan；

As shown in Figure 3,4, the static(al) pressing method of static pressure anchor pier head 33, local divests the protection set of steel strand wires 4, should to divest The termination of protection set, is wound protection with flexible sealing adhesive tape 16, by the extruding intermediate plate 25 of this static pressure anchor pier head, wraps in this steel The bare wire part of twisted wire, carries out colligation with this flexible sealing adhesive tape to airtight section 27 of this extruding intermediate plate termination, this extruding is pressed from both sides Sheet fills in this extruded segment, this extruded segment carries out crimp to clamping this steel strand wires with described pier nose instrument, for leaking outside this This steel strand wires bare wire part of extruded segment carries out protection set and repairs；This pier nose instrument, can be described anchor pier head extruder, also may be used To be the pier nose device of current anchorage pier nose technology, outer silk anchor pier head 38 is twisted at the described steel that this outer silk anchor pier head is sandwiched In the case of line can not block, it is impossible to directly use this pier nose device of current anchorage pier nose technology；

As shown in Fig. 1,2,10, hang anchor pier head 1, for may be used on steel strand wires 4 carry 1 to outside multiple suspension elements 17 Silk anchor pier head 38, mates use with middle anchor plate 3, anchor nut 24, and the extruded segment 35 of this suspension anchor pier head is positioned at this middle anchor The opposite of the anchor plate outer surface 43 of backing plate, clamps this steel strand wires, can pass the anchor plate through wires hole 42 of this middle anchor plate, Overall diameter is less than this anchor plate through wires hole diameter；The outer silk section 36 of this suspension anchor pier head and this anchor nut of institute's wire connection, leak outside Outside this anchor plate outer surface, tightening this anchor nut, this outer silk section of this suspension anchor pier head is pulled in this anchor plate through wires hole Mobile to these steel strand wires applying pulling force；

As shown in Figure 8, connect anchor pier head 6, for by the outer silk anchor pier head 38 of 2 sections of steel strand wires 4 spreadings, with 1 this connection anchor pier head And other 1 connect anchor pier head 6 or hang anchor pier head 1 and clamp an end of these 2 sections of steel strand wires respectively, by these 2 anchor pier heads Outer silk section 36 wire connection respectively enter to connect anchor nut 44, tighten this connection anchor nut, it is achieved these 2 sections of steel strand wires spreadings；

Such as Figure 16, shown in 17, anchor pier head adapter 95, for the ingredient of suspension bracket anchorage 103, with the anchor pier head of this suspension bracket anchorage 22 is affixed integral；

As shown in figure 16, two-wire anchorage 107, the suspension bracket anchorage 103 used by main suspension bracket steel strand wires 100, it is used for 1 this master Suspension element described in suspension bracket steel strand wires and 1 auxiliary suspension bracket steel strand wires 106 carry, in figure in the anchorage node 20 of this suspension element Omissions of detail, by two-wire anchor pier head 93, straight arc sleeve pipe 97, U-shaped connecting plate 96 respectively as 22,2 anchors of anchor pier head of anchorage 14 Pier nose adapter 95 forms；This two-wire anchor pier head, the outer silk anchor pier head 38 used by these main suspension bracket steel strand wires, at this two-wire anchor The outer silk section 36 of pier nose is near extruded segment 35, and this straight arc sleeve pipe of scion grafting and this U-shaped connecting plate affixed, by this U-shaped connecting plate by double Line anchor plate 98 is affixed integral with this two-wire anchor pier head, this U-shaped connecting plate, is positioned at this straight arc sleeve pipe, this two-wire anchor pier head In approximately the same plane；This straight arc sleeve pipe, comprises straight line casing section 101, arc sleeve pipeline section 102, is a round steel pipe, for for inciting somebody to action These main suspension bracket steel strand wires through this straight arc sleeve pipe and this extruded segment, make these main suspension bracket steel strand wires undertake out-of-line to have 2 pulling force of angle, anchor pier head adapter 95 that this two-wire anchorage is used, the inner orifice of this straight arc sleeve pipe, with this two-wire The mutual UNICOM of inner orifice of anchor pier head to collectively constitute smooth, 2 ends be an inner orifice for arc section in the middle of straightway；This arc Shape casing section, for one section and one end of a round steel pipe of this straight arc sleeve pipe, for one section of arc, termination is fixed on this two-wire anchor This outer silk section of pier nose is near this extruded segment, and this straight line casing section, for one section of a round steel pipe of this straight arc sleeve pipe and additionally One end, for straight one section, the termination of this straight line casing section, towards this outer silk section of this two-wire anchor pier head, do not highlight this outer silk Outside the termination of section；This U-shaped connecting plate, is the anchor pier head adapter 95 of a U-shaped, a steel plate is processed into U-shaped, and this is U-shaped 2 terminations of one steel plate of connecting plate, are integrally fixed with this two-wire anchor pier head, solderable at this straight arc sleeve pipe and this two-wire anchor The surface of pier nose, one section, the centre of a steel plate of this U-shaped connecting plate, for this two-wire anchor plate；This two-wire anchor plate, is fixed on this On U-shaped connecting plate, for a termination of these auxiliary suspension bracket steel strand wires of drawknot, the anchor plate outer surface 43 of this two-wire anchor plate, court To this two-wire anchor pier head, mate fixing anchor pier head 37 that use, that be used for clamping these auxiliary suspension bracket steel strand wires with this two-wire anchor plate, It is positioned at the space of the U-shaped of this U-shaped connecting plate, holds this auxiliary suspension bracket steel strand wires；This extruded segment of this two-wire anchor pier head, and should This straight line casing section of straight arc sleeve pipe, and the thickness direction of this two-wire anchor plate on this U-shaped connecting plate, be respectively facing and parallel Direction in the 3 described steel strand wires sections drawn from this two-wire anchorage；

As shown in figure 17, three line anchorages 108, for hanging the suspension bracket anchor of steel strand wires 105 with 2 auxiliary suspension bracket steel strand wires 106 carries 1 Tool 103, is added respectively as 22,1 anchor pier head of 2 anchor pier heads of anchorage 14 by 2 crossed anchor pier noses 94, three line anchor plate 99 Part 95 forms；This crossed anchor pier nose, for holding the outer silk anchor pier head 38 of this three lines anchorage with 2 these auxiliary suspension bracket steel strand wires, these 2 Crossed anchor pier nose, intersects, and is parallel to each other, between leave gap, these suspension steel strand wires can be allowed to pass, these 2 intersections The outer silk section 36 of anchor pier head is near extruded segment 35 position, with this three lines anchor plate by affixed integral for these 2 crossed anchor pier noses；Should This extruded segment of 2 crossed anchor pier noses, is respectively facing these 2 auxiliary suspension bracket steel strand wires, puts down with these 2 auxiliary suspension bracket steel strand wires respectively OK；This three lines anchor plate is for by suspension element described in this suspension steel strand wires carry, vertical, in figure with these suspension steel strand wires Omissions of detail in the anchorage node 20 of this suspension element, the anchor plate outer surface 43 of this three lines anchor plate, towards these 2 intersections Extruded segment 35 side of anchor pier head, is hung on this three lines anchor plate by fixing anchor pier head 37.

As shown in figure 11, anchor pier head extruder, for being used for the instrument that the extruded segment of described static pressure anchor pier head is extruded, Comprise: outside twin-tub 52, termination arm-tie 54, extrusion die 56,57,2 piston backing plates 82 of twin I-beam, beam pier nose set 83, arm-tie Nut 70, optional extruding backing plate 60, optional protection nut 61, optional position-limited rack 62, splicing inside side nut 58, arm-tie Securing member 79, extruding anchor pier nose 51, center through wires hole 77, instrument axis 59, U-type groove 78, support plate 64, drawknot bar 55, can The ribbed panel 76 of choosing；

As shown in figure 11, the schematic diagram of this anchor pier head extruder, use the placement that lies low, relate to from left towards dextrad, in accompanying drawing explanation Should from left towards dextrad, in figure from end bearing 66 along described longitudinal direction towards the direction of termination arm-tie 54；

As shown in figure 11, power transmission and associated relation between the ingredient of this anchor pier head extruder are followed successively by, 2 of twin-tub 52 Cylinder body 63 promotes double-piston 53 along described longitudinally extrusion, this double-piston extruding twin I-beam 57, the extruding extruding of this twin I-beam Backing plate 60 or extruding anchor pier nose 51, the extruded segment 35 of described this placed longitudinally extruding anchor pier nose is got into extrusion die 56, is somebody's turn to do Extrusion die is withstood by termination arm-tie 54, and this termination arm-tie and end bearing 66 are used nut 58 and this end outside arm-tie by drawknot bar 55 The nut of support outer is held, and this end bearing withstands this 2 cylinder bodies；

As shown in figure 12, extruding anchor pier nose 51, need to extrude for being installed on this pier nose extruder of being enclosed within steel strand wires 4 Static pressure anchor pier head 33；

As shown in figure 11, plate-like accessory, as piston backing plate 82 comprises: try to get to the heart of a matter 68, flange 69, this is tried to get to the heart of a matter, and is a circular steel plate, should Flange, is a steel loop, is fixed on this tries to get to the heart of a matter, tries to get to the heart of a matter with this and be combined into one；As shown in figure 13, trying to get to the heart of a matter of interior arm-tie 73 68 is One rectangular steel plates；

Such as Figure 11, shown in 14, biplate accessory comprises: 2 half or 21 half, including: extrusion die 56, twin I-beam 57, dummy block Plate 60, protection nut 61, piston backing plate 82, beam pier nose set 83, for becoming 2 portions that can take apart by this biplate fitting designs Point, after allowing steel strand wires 4 pass this extrusion die, this twin I-beam, this beam pier nose set, this extruding backing plate, maybe this protection spiro cap After on extruding anchor pier nose 51, it is mounted and is combined into complete one, this piston backing plate on this twin I-beam, this beam pier nose set, be This biplate accessory being fixed on this twin I-beam, by this piston backing plate, this Liang Dun when being assembled into integrally by this twin I-beam Headgear be assembled into simultaneously one, this 2 half, these 2 parts of this biplate accessory for being opened, this 1 half, for these 2 portions Wherein 1 part divided, is combined into this complete biplate accessory by these 21 half；

Such as Figure 12, shown in 14, extrude backing plate 60, for being divided into a plate-like accessory of described 2 half, this extruding backing plate try to get to the heart of a matter 68 Coupling through wires hole 30, this coupling through wires hole are left in central area, are not more than center through wires hole 77 diameter and extruding anchor pier for diameter One circular port of 51 interior diameters, matches with extruding anchor pier nose 51 and steel strand wires 4 overall diameter of different size, allows these steel strand wires Can pass, allow this extruding anchor pier nose cannot pass through, the periphery of this coupling through wires hole is not sphere；This is tried to get to the heart of a matter, and is packed into Liang Dun The flange 69 of headgear 83, the diameter of this center through wires hole that overall diameter puts than this beam pier nose big and overlap than this beam pier nose this turn over The interior diameter on limit is little, and that can withstand this beam pier nose set tries to get to the heart of a matter 68；The flange 69 of this extruding backing plate be enclosed within this extruding anchor pier nose or On protection nut 61, the installation positioning limit to this extruding anchor pier nose；The piece 86 of described the 2 half of this extruding backing plate, with duplex The piece 86 of word beam 57 is vertical；

As shown in Figure 11,12,13, termination arm-tie 54 comprises: interior arm-tie 73, top pull plate 74, erects for this anchor pier head extruder and puts The top put, for installation positioning limit to extrusion die 56, undertakes described longitudinal pressure that this extrusion die applies, described Circumferential pressure, passes to drawknot bar 55 by this longitudinal pressure, has the drawknot bar bolt hole 67 that this drawknot bar passes, by this drawknot bar Hold this termination arm-tie and end bearing 66, this termination arm-tie, this interior arm-tie, this top pull plate it is combined into this overall termination and draws Plate, has the hole that this drawknot bar passes, and flat shape is rectangle；This interior arm-tie is a plate-like accessory, and this top pull plate is a steel plate；Add Floor 76, for being optionally vertically fixed on two surfaces or wherein of a steel plate of this interior arm-tie, this top pull plate, support plate 64 1 of reinforcement on individual surface is to multiple steel plate strip, for improving this termination arm-tie, the bending resistance of this support plate, shear resistance, with Reduce this termination arm-tie, the thickness of slab of this support plate, mainly for reducing the weight of this termination arm-tie so that installing；This is interior draws Plate, this top pull plate, be respectively provided with the ribbed panel 76 of 2 these parallel steel plate strip composition respectively, respectively with the length side of this ribbed panel To a side be vertically integrally fixed, the ribbed panel 76 of this interior arm-tie, be positioned at this arm-tie this top pull plate dorsad, should The side of the flange of interior arm-tie, the ribbed panel 76 of this top pull plate, it is positioned at the side of this arm-tie dorsad of this top pull plate, length side Vertical to the length direction of the ribbed panel 76 with this interior arm-tie, strengthen the out-of-plane along this termination arm-tie of this termination arm-tie respectively The bending resistance of 2 orthogonal length directions of ribbed panel 76, this ribbed panel, this being respectively fitted over this termination arm-tie draws Knot bar bolt hole on, can help this termination arm-tie by the moment-out-plane of this termination arm-tie produced by described longitudinal pressure, Shear transfer gives this drawknot bar；

As shown in Figure 11,12, twin-tub 52 comprises: 2 cylinder bodies 63, double-pistons 53, and this cylinder body is the round steel pipe of 2 end seal steel plates, These 2 cylinder bodies, equidimension, it is connected by oil pipe and keeps equipressure, output pressure is identical, and side by side, parallel alignment, centre is left and allowed steel The gap that twisted wire 4 can pass, 2 ends are connected with 2 support plates 64 respectively, strain this 2 bearing plate holders with drawknot bar 55 and nut Live these 2 cylinder bodies；This double-piston, arrives each 1 work in these 2 cylinder bodies for the playback of can extruding or regain in these 2 cylinder bodies Plug；This support plate, including end bearing 66, intermediate support 65, is a steel plate, for keeping this anchor pier head extruder to lie low stable It is placed on building roof or ground, has the hole that this drawknot bar passes；This end bearing, erects the end placed for this anchor pier head extruder This support plate on end and this bottom, it is also possible to make the base that this pier nose extruder can stably be erect, to extrude Extruding, this intermediate support are installed in the setting of anchor pier head 51, for being positioned at this support plate of this anchor pier head extruder zone line, are positioned at These 2 cylinder bodies are not terminations being positioned at of this end bearing, meet the position of this double-piston, cut with and can allow this each 1 work Fill in through circular port；This drawknot bar, for 4 steel rod elements of setting parallel, concordant, is arranged on this support plate, termination arm-tie 54 4 folding corner regions, the described longitudinal direction of the described longitudinally central axis of every 2 these steel rod elements and 1 piston of this double-piston Central axes, every this steel rod elements, one end and this end bearing, zone line and this intermediate support, connect with nut, should Nut at 2 is positioned at the outside of these 2 cylinder bodies, be respectively used to double-piston 53 extrude, withstand when regaining this end bearing and this in the middle of Bearing, the other end of every this steel pole, through the drawknot bar bolt hole 67 of this termination arm-tie, use with 2 sides of this termination arm-tie Outside arm-tie, inside nut 58, arm-tie, nut 70 connects；Nut inside this arm-tie, is a nut, is positioned at this termination arm-tie Arm-tie 73 side, erects for this anchor pier head extruder and places spacing to this interior arm-tie when installing；Nut outside this arm-tie, for One nut, is positioned at top pull plate 74 side of this termination arm-tie, holds this termination arm-tie when this double-piston is extruded；

Such as Figure 12, shown in 14, twin I-beam 57 comprises: 2 single steel I-beams 81, this list steel I-beam, be a steel I-beam, for Described the 1 half of this twin I-beam, these 2 single steel I-beams, for 2 these list steel I-beams of equidimension, these 2 single steel I-beams The edge of a wing of H-shape cross section be spliced into the section of this twin I-beam of double H-shape cross section mutually；Piston backing plate 82, is described in one Assembled piston backing plate, is divided into plate-like accessory described in the one of described 2 half for described longitudinal direction, when double-piston 53 is extruded Thrust is diffused on this twin I-beam；This piston backing plate try to get to the heart of a matter 68 described 2 half respectively with described the 2 half of this twin I-beam The edge of a wing 84 is combined into one, and this piston backing plate can also is that described single-piece piston backing plate, is fixed on described the 1 half of this twin I-beam The edge of a wing on one described in plate-like accessory；These 2 piston backing plates, lay respectively at 2 end regions of this twin I-beam, this piston each The flange 69 of backing plate, is respectively fitted over the termination of each 1 piston of this double-piston, outside interior diameter is not less than the piston of this double-piston Diameter, by this double-piston installation positioning limit to this twin I-beam, the described longitudinally central axis of this piston backing plate each, Respectively with the described longitudinally central dead in line of each 1 piston of this double-piston, it is positioned at the piece of these 2 single steel I-beams On；Beam pier nose set 83, is divided into plate-like accessory described in the one of described 2 half for described longitudinal direction, this beam pier nose set try to get to the heart of a matter 68 Described 2 half respectively this edge of a wing with described the 2 half of this twin I-beam be combined into one, the flange 69 of this beam pier nose set is towards extruding Anchor pier head 51, for this extruding anchor pier nose or the installation positioning limit of extruding backing plate 60；

Such as Figure 12, shown in 14, protection nut 61 comprises: nut section 87, spacing pipeline section 88, optional nut clamping device 89, for Described longitudinal direction is divided into a round steel pipe of described 2 half, is carved with internal thread, is enclosed within the outer silk section 36 of extruding anchor pier nose 51, is used for The outside nut of this outer silk section is protected, the piece 86 of described the 2 half of this protection nut, with the extruding backing plate 60 connected Piece 86 is vertical；This nut section, has use instrument and rotates the polygon Ling Jiao of this protection nut；This spacing pipeline section, for this guarantor Protect other a section of a round steel pipe of nut, with this nut section, be same steel pipe and overall diameter phase with the steel pipe of this nut section Identical with the interior diameter of this nut section with, the interior diameter of this spacing pipeline section and together with scribe internal thread, this spacing pipeline section, be packed into beam Pier nose set 83 maybe this extruding backing plate, for the installation positioning limit to this extruding anchor pier nose, rotates this protection nut, allows this outer silk The termination of section, leaks outside outside this spacing pipeline section, directly withstands this beam pier nose set maybe this extruding backing plate；This nut clamping device, for Be positioned at this protection nut described 2 half 2 pieces 86 at 1 folding 90 and 1 splicing securing member 79, it is also possible to 2 This splicing securing member replaces this nut clamping device, this nut clamping device, for allowing described the 2 half of this protection nut be enclosed within this After outer silk section, allow this protection nut clamp this outer silk section, this folding, be fixed on this protection nut described 2 half a spelling At seam, by described 2 half-connections of this protection nut together, it is allowed to can relatively rotate between described the 2 half of this protection nut；

As shown in Figure 12,13,14,15, extrusion die 56 comprises: spacing section 91, conical section 71, strengthening segment 92, for described longitudinal direction It is divided into a round steel pipe of described 2 half, for the extruded segment 35 of extruding anchor pier nose 51 is got into this conical section, makes this extruded segment Attenuate and clamp steel strand wires 4, the piece 86 of described the 2 half of this extrusion die is vertical with the U-type groove 75 on interior arm-tie 73；This is spacing Section, for one section and one end of identical this extrusion die of diameter of bore, towards this extruding anchor pier nose, bore dia is not less than this extruding The overall diameter of section, for being enclosed within the installation positioning limit carrying out this extruded segment in this extruded segment, outside overall diameter is with this conical section Diameter is different；This strengthening segment, for one section and other end of identical this extrusion die of diameter of bore, bore dia is less than this extruding The overall diameter of section, is used for strengthening this conical section, and overall diameter is identical with this conical section overall diameter, this strengthening segment, towards interior arm-tie 73, Being packed into the flange 69 of this interior arm-tie, that withstands this interior arm-tie tries to get to the heart of a matter 68, by described longitudinal pressure and described circumferential pressure, diffusion To this interior arm-tie；This conical section, for one section, the centre of this extrusion die, endoporus linearly or smooth curve vertebral body shape, with this limit The diameter of bore of one end that position section connects, with this diameter of bore of spacing section, and the diameter of bore of one end that this strengthening segment connects, Diameter of bore with this strengthening segment；

As shown in figure 11, instrument axis 59, for being positioned at central point and the institute of 2 piston section lines of centres of double-piston 53 State parallel longitudinal axis；

As shown in Figure 11,12,13,14, described longitudinal direction, for the described longitudinal direction of longitudinal accessory described in this anchor pier head extruder Installation direction in longitudinal direction, the described longitudinal direction of this longitudinal direction accessory, with the described longitudinal direction of this anchor pier head extruder and double-piston 53 Extrusion and the direction of motion regained, for same direction；This longitudinal direction accessory, includes end bearing 66,2 successively by the sequence of adjacent relation Individual cylinder body 63, intermediate support 65,2 pistons of this double-piston, 2 piston backing plates 82,2 single steel I-beams of twin I-beam 57 81, beam pier nose set 83, extruding backing plate 60, the outer silk section 36 of extruding anchor pier nose 51, the extruded segment 35 of this extruding anchor pier nose, extrusion die Tool 56, interior arm-tie 73, top pull plate 74, also include the spacing of steel strand wires 4,4 steel rod elements of drawknot bar 55 and composition position-limited rack 62 Steel pipe 72, arm-tie stop collar 80, beam stop collar 75, the number of this longitudinal direction accessory used by the same of this longitudinal direction accessory is divided Class, this longitudinal direction accessory also includes single longitudinal direction accessory, many longitudinal accessories, this single longitudinal accessory, for not being being somebody's turn to do of these many longitudinal accessories Longitudinal accessory, these many longitudinal accessories, be at least 2, be parallel to each other concordant setting by this longitudinal direction, have a gap each other This longitudinal direction accessory, including 2 pistons, 2 these piston backing plates, 2 these cylinder bodies, 4 steel rod elements of this drawknot bar of this double-piston, These many longitudinal accessories also include forming this spacing steel pipe of 4 these position-limited racks, this arm-tie stop collar, this beam stop collar, this Dan Zong To this longitudinally central axis of accessory, and these many longitudinal accessories multiple of the same of these many longitudinal accessories common between This longitudinally central axis, overlap with instrument axis 59, along this longitudinally, be arranged on this instrument axis；This anchor pier head This of extruder is longitudinal, for the length direction of this anchor pier head extruder；Described plate-like accessory this longitudinally, for this plate-like accessory Try to get to the heart of a matter 68 vertical direction, be cut into this plate-like accessory of described 2 half, along this longitudinal direction, this plate-like accessory be cut into 2 institutes State 1 half, this tangent plane between 2 half of this plate-like accessory, be positioned in approximately the same plane, be positioned at this plate-like accessory flange 69 one Individual diametrically by this plate-like accessory decile；This of this longitudinal direction accessory is longitudinal, the order being enumerated by each this longitudinal direction accessory, It is respectively, the thickness direction of this end bearing, the length direction of this cylinder body, the thickness direction of this intermediate support, the work of this double-piston The length direction of plug, this longitudinal direction, the short transverse of this list steel I-beam, this beam pier nose of described plate-like accessory of this piston backing plate Set this longitudinal direction of described plate-like accessory, this longitudinal direction of described plate-like accessory of this extruding backing plate, the length direction of this outer silk section, The length direction of this extruded segment, the length direction of this extrusion die, the thickness direction of this interior arm-tie, the thickness side of this top pull plate To, the length direction of steel rod elements of the length direction of these steel strand wires, this drawknot bar, the length direction of this spacing steel pipe, this arm-tie The length direction of stop collar, the length direction of this beam stop collar；This of this twin I-beam is longitudinal, for the height of this twin I-beam section Degree direction, the edge of a wing 84 between 2 webs 85 of this twin I-beam section, this twin I-beam is slit longitudinally into 2 etc. along this This high list steel I-beam；This double-piston this longitudinally, for this double-piston piston this longitudinally, with this double-piston this longitudinally Vertical central axis, parallel with the piece of described the 2 half of this twin I-beam, intersect with this instrument axis；This extruding anchor This of pier nose is longitudinal, for the length direction of this extruding anchor pier nose；This of this position-limited rack is longitudinal, and this for this spacing steel pipe is longitudinal； This longitudinal direction of this drawknot bar, for this longitudinal direction of the steel rod elements of this drawknot bar；

As shown in Figure 11,13,14, center through wires hole 77, for this instrument axis vertical centered by instrument axis 59 Multiple circular ports, for steel strand wires 4 are filled in this center through wires hole along described longitudinal direction, form a described longitudinal cylinder hole body, This cylinder hole body, the described need perforation accessory longitudinally through this anchor pier head extruder, this accessory of need to boring a hole, including: end bearing 66, Intermediate support 65, twin I-beam 57 2 webs 85 between the edge of a wing 84 of 2 sides, beam pier nose set 83 try to get to the heart of a matter 68, interior arm-tie 73 Try to get to the heart of a matter 68, top pull plate 74, run into and at this cylinder hole body, cut with this center through wires hole；

Such as Figure 11, shown in 13, U-type groove 78, for along an edge of accessory of need to slotting to the central area of this accessory of need to slotting One U-shaped groove of excision, through wires hole 77 centered by the termination of this U-type groove of this central area, it is used for steel strand wires 4 from this U This center through wires hole is filled at the edge of type groove, and this accessory of need to slotting includes: interior arm-tie 73, top pull plate 74, support plate 64；Interior arm-tie U-type groove 78 on 73, vertical with the U-type groove 78 on top pull plate 74,2 sides of this U-type groove are formed envelope by splicing securing member 79 drawknot Bi Gai center through wires hole, undertakes the described circumferential pressure of extrusion die 56 and described longitudinal pressure；U-type groove on end bearing 66 78 is parallel with the U-type groove 78 on intermediate support 65, and this end bearing can also be without arranging described U-type groove, allows steel strand wires 4 be positioned at this end Standoff region leaks outside outside this anchor pier head extruder；

As shown in Figure 11,13,14, splice securing member 79, for 2 block plates of bolt drawknot, this 2 block plate, respective 2 tables Face wherein 1 have aspectant completely overlapped alignment, these 2 surfaces respective for opening the bolt hole of alignment, respective one Individual side is separately fixed at 2 sides of edge joint position or the U-type groove 78 that need to splice accessory, uses bolt to strain this and need to splice accessory, should Accessory need to be spliced include: 2 sides of the U-type groove 78 on 2 sides of the U-type groove 78 on interior arm-tie 73, optional top pull plate 74, protection spiral shell Described 2 half, described the 2 half of twin I-beam 57 of cap 61, this need to splice accessory, use 1 to spell to these splicing securing members multiple Connect drawknot；

As shown in Figure 12,13,14, position-limited rack 62 comprises: spacing steel pipe 72, arm-tie stop collar 80, beam stop collar 75, it is allowed to duplex Word beam 57 and this spacing steel pipe can slide along direction, instrument axis 59 in this arm-tie stop collar, and stop this twin I-beam Along the vertical direction displacement of this instrument axis, extruding anchor pier nose 51 is extruded at this anchor pier head extruder for solution Time the bias that this extruding anchor pier nose caused because of installation deviation, workpiece machining error and wear of work etc, affect this extruding anchor The extruding quality of pier nose, the extruding error damage to the steel strand wires 4 that this extruding anchor pier nose is overlapped, this anchor pier head extruder, use 4 This position-limited rack individual strengthens the rigidity of the described longitudinal vertical direction between this twin I-beam and termination arm-tie 54；This spacing steel Pipe, is a round steel pipe, and outside nut is carved with in one end, is inserted into being screwed in this beam stop collar from this arm-tie stop collar；This arm-tie limits Position set, is a circular steel jacketing, is fixed on termination arm-tie 54, described longitudinally central axis and this instrument axis parallel； This beam stop collar, is a circular steel jacketing, is carved with internal thread, is fixed on this twin I-beam, described longitudinally central axis with The described longitudinally central dead in line of this arm-tie stop collar；

As shown in Figure 12,13, when extruding anchor pier nose 51 is by described longitudinally extruding, the extruded segment 35 of this extruding anchor pier nose is got into crowded In the conical section 71 of compression mould 56, described circumferential pressure is by this conical section produced by this extruded segment is squeezed carefully by this conical section The pressure laterally washed open of section；Described longitudinal pressure is the extrusion direction being longitudinally pressed against double-piston 53 described in this conical section Thrust；

As shown in Figure 11,12,13,14, extruding anchor pier nose 51 is extruded by this anchor pier head extruder, real by following steps Existing:

1) it is enclosed within described the 2 half of protection nut 61 in the outer silk section 36 of this extruding anchor pier nose, allows the termination of this outer silk section highlight This protection nut, clamps this protection nut with nut clamping device 89 or splicing securing member 79, beats this protection spiral shell gently simultaneously One end of cap, the outside nut of internal thread with this outer silk section to ensure this protection nut fits together perfectly；For being not provided with this outer silk This extruding anchor pier nose of section, omits this step；

2) nut 70 inside the arm-tie of arm-tie 73 side in adjusting, allows this interior arm-tie be positioned at suitable position, removes top pull plate 74；Will The center through wires hole 77 on twin I-beam 57 and beam pier nose set 83 is longitudinally put into described in steel strand wires 4, should with splicing securing member 79 Described the 2 half of twin I-beam are combined into one；

3) by the flange 69 of piston backing plate 82, it is set on double-piston 53, these steel strand wires are filled in the U-type groove on this interior arm-tie simultaneously In 78；

4) this extruding anchor pier nose of this protection nut will be cased with, and put extruding backing plate 60, fill in this beam pier nose set；By extrusion die Described the 2 half of 56, are enclosed within the termination of the extruded segment 35 of this extruding anchor pier nose, fill in the flange 69 of this interior arm-tie；

5) loosen nut inside this arm-tie, this top pull plate is installed, tightens nut 58 outside the arm-tie of this top pull plate side, allow termination draw Plate 54 holds out against this extruding anchor pier nose, carries out installing the adjustment of positioning limit simultaneously, tightens nut inside this arm-tie；By spacing steel pipe 72, inject arm-tie stop collar 80, be screwed on beam stop collar 75；

6) giving cylinder body 63 fuel feeding, extrude this double-piston, allow this extruded segment through the conical section 71 of this extrusion die, extruding completes After, regain the playback of this double-piston, this extruding anchor pier nose is removed from this anchor pier head extruder；

These are only the preferred embodiment of the invention, the present embodiment is implemented under premised on technical solution of the present invention, gives Go out detailed embodiment and concrete operating process, but protection scope of the present invention has been not limited to the present embodiment, for ability For field technique personnel, it should can appreciate that all according to spirit disclosed in this patent and the description of the utilization present invention and diagram Any equivalent done by content and change or the scheme obtained by modifying, each fall within the scope that this patent includes, not Therefore embodiments of the present invention and protection domain are limited.

Claims (10)

1. the continuous suspension system of steel strand wires, it is characterised in that comprise: suspension system, anchor pier head extruder.

A kind of continuous suspension system of steel strand wires the most according to claim 1, it is characterised in that

Described suspension system comprises: anchorage, steel strand wires, drawn component；

Described relates to relative object of reference, positive silk, anti-silk；

The described component that drawn includes: suspension bracket component, suspension element；

Described comprised by the anchorage node drawing component: through wires hole, shearing resistance body, anchored side, shearing resistance side, optional anchor plate, optional Anchor plate tension member；

Described shearing resistance body includes: armored concrete shearing resistance body, locally steel construction shearing resistance body；

Described anchorage node, is drawn placing described anchor plate and reserving the regional area of described through wires hole of component for described；

Described is drawn component, carries out the structural elements of the building of drawknot for the described steel strand wires of use, classifies according to material, also Being drawn component, armored concrete to be drawn component, described steel construction to be drawn component including steel construction, described for steel construction is drawn Component, described armored concrete is drawn component, described is drawn component for make of armored concrete；

Described anchor plate comprises: anchor plate through wires hole, anchor plate outer surface, optional draw-in groove；

Described anchor plate includes: termination anchor plate, middle anchor plate；

Described termination anchor plate includes: two-wire anchor plate, three line anchor plates；

Described middle anchor plate includes: described two-wire anchor plate, described three line anchor plates；

Described anchorage comprises: 1 to 2 anchor pier head, optional anchor nut, optional anchor pier head adapter；

Described anchorage includes: termination anchorage, bilateral anchor, doubly-linked anchor, connection anchor, suspension bracket anchorage；

Described termination anchorage includes: work anchor pier nose, fixing anchor pier head；

Described suspension bracket anchorage includes: two-wire anchorage, three line anchorages；

Described anchor pier head adapter includes: straight arc sleeve pipe, U-shaped connecting plate, three line anchor plates；

Described two-wire anchor plate, three described line anchor plates, for for the described middle anchor plate of described suspension bracket anchorage and institute Stating termination anchor plate, described two-wire anchor plate is also the described anchor pier head adapter for described two-wire anchorage；

Described anchor pier head includes: termination anchor pier head, static pressure anchor pier head；

Described static pressure anchor pier head includes: described fixing anchor pier head, outer silk anchor pier head；

Described termination anchor pier head includes: described work anchor pier nose, described fixing anchor pier head；

Described outer silk anchor pier head includes: hangs anchor pier head, connect anchor pier head, two-wire anchor pier head, crossed anchor pier nose；

Described anchor nut includes: hangs anchor nut, connect anchor nut；

Described anchor nut, is an internal thread nut, for silk anchor pier head outer described in wire connection, withstands described middle anchor plate, according to The Shape Classification of one termination of the described middle anchor plate withstood, also includes sphere anchor nut, aspheric surface anchor nut, described Sphere anchor nut, be the described anchor nut of sphere for one termination, described aspheric surface anchor nut, for one end Head is not the described anchor nut of sphere；Described connection anchor nut, is additionally operable to only wire connection and clamps the termination of 2 sections of described steel strand wires Described outer silk anchor pier head, does not uses and withstands described middle anchor plate.

A kind of continuous suspension system of steel strand wires the most according to claim 2, it is characterised in that

Described anchor pier head, is a round steel pipe, is used for clamping described steel strand wires；

Described static pressure anchor pier head comprises: extruded segment, optional outer silk section, extruding intermediate plate, optional anti-rotation card, optionally described in Draw-in groove, optional flexible sealing adhesive tape；

Described static pressure anchor pier head, for clamping described steel strand after described extruded segment being carried out crimp by static(al) pressing method The described anchor pier head of line；So-called static(al) pressing method, for using pier nose instrument will be enclosed within the described static pressure on described steel strand wires The described extruded segment of anchor pier head clamps the method for described steel strand wires, described pier nose instrument after carrying out crimp, can be institute State anchor pier head extruder, it is also possible to be the pier nose device of current anchorage pier nose technology；

Described fixing anchor pier head, for the described static pressure anchor pier head can not strained described steel strand wires and described termination anchor pier Head and described termination anchorage, do not set described outer silk section, described anti-rotation card, described draw-in groove；

Described outer silk anchor pier head, for being provided with the described static pressure anchor pier head of described outer silk section, by whether being provided with draw-in groove classification, also wraps Include silk anchor pier head outside the outer silk anchor pier head of draw-in groove, cassette, without silk anchor pier head outside silk anchor pier head outside silk, described draw-in groove, for being provided with State the described outer silk anchor pier head of draw-in groove, described anti-rotation card can be not provided with, the outer silk anchor pier head of described cassette, described anti-for being provided with Turn the described outer silk anchor pier head of card, can be not provided with described draw-in groove, described without the outer silk anchor pier head of silk, described in can being not provided with Draw-in groove and described anti-rotation card, not with described anchor nut with the use of described outer silk anchor pier head, including described two-wire anchor pier head, Described crossed anchor pier nose, the described described outer silk section without the outer silk anchor pier head of silk, outside nut can not be scribed, be used for described without silk Outer silk anchor pier head is arranged on described pier nose instrument as straight line rod member and carries out extruding pier nose, it is necessary to long enough extremely, is fixed on institute State without the described anchor pier head adapter on the outer silk anchor pier head of silk or other described outer silk anchor pier head, be respectively positioned on described without the outer silk of silk Described installation without the outer silk anchor pier head of silk on described pier nose instrument, pier nose can not be affected between 2 terminations of anchor pier head；Institute State outer silk anchor pier head, the most uniform according to material, also include homogeneity outer silk anchor pier head, high-strength outer silk anchor pier head, described homogeneity Outer silk anchor pier head, for described outer silk section and the described outer silk that steel are identical material of described extruded segment of described outer silk anchor pier head Anchor pier head, described high-strength outer silk anchor pier head, for the described described outer silk section of outer silk anchor pier head with the steel of described extruded segment be The described outer silk anchor pier head of unlike material, described outer silk section and the described anchor nut of institute's wire connection, can use at least 2 grades of steel, institute The overall diameter stating outer silk section can be bigger than the overall diameter of described extruded segment；

Described termination anchor pier head, is positioned at and described is drawn the outside of the described anchored side of component, and withstand described termination anchor plate, Classify according to tip shapes, also include spherical end anchor pier head, aspheric surface termination anchor pier head, described spherical end anchor pier head, For withstanding the described termination anchor pier head that the termination of described termination anchor plate is sphere, described aspheric surface termination anchor pier head, for top The described termination anchor pier head that the termination of termination anchor plate is not sphere is stated in residence.

A kind of continuous suspension system of steel strand wires the most according to claim 2, it is characterised in that

Described anchor plate, is a steel plate, pre-buried be cast in described armored concrete drawn the described anchored side of component or welding Drawn the ingredient of the described anchored side of component or described local steel construction shearing resistance body as described anchor at described steel construction Gu side；Described anchor plate, by described anchor plate through wires hole periphery the need of strengthening classification, also includes strengthening anchor plate, uniform thickness Anchor plate, described reinforcement anchor plate, the steel plate for described anchor plate is the described anchor plate that the thick periphery in middle part is thin, described etc. Thick anchor plate, the steel plate for described anchor plate is described anchor plate in uniform thickness；Described anchor plate, also includes conventional anchor pad Plate, special anchor backing plate, described special anchor backing plate, for replacing described with a steel plate therein of described local steel construction shearing resistance body The described anchor plate of conventional anchor backing plate, described conventional anchor backing plate, for the described anchor plate in addition to described special anchor backing plate；

Described anchor plate outer surface, for one of them of 2 outer surfaces of a steel plate of described anchor plate, towards described reinforcing bar Concrete is drawn the described anchored side of component, with described drawn outside component section, described termination anchor pier head can be placed or The space UNICOM of described anchor nut, for withstanding described termination anchor pier head or the described anchor spiral shell of described suspension anchor pier head institute wire connection Cap, by the tension load of described steel strand wires sandwiched to described termination anchor pier head or described suspension anchor pier head, by described termination Anchor pier head or described anchor nut, pass to described anchor plate, and spread and pass to described be drawn the described shearing resistance body of component；

Described anchor plate tension member, to be cast in the construction that described armored concrete drawn the described anchored side of component solid for pre-buried The steel part tension member determined, is embedded in described armored concrete by the described armored concrete shearing resistance body drawing component, welding On an outer surface on the opposite of the described anchor plate outer surface of described anchor plate, also help the collection that described anchor plate will undertake Middle stress spread is drawn component to described armored concrete, or use strengthened by described conventional anchor backing plate, and described steel construction is drawn component Described anchor plate tension member can not be used, described anchor plate can be directly welded at described steel construction and be drawn on component；Institute The steel part tension member stated, including reinforcing bar tension member, steel pipe tension member, steel plate tension member, anchor case, described reinforcing bar tension member, Utilizing steel bar end to be processed into the reinforcing bar of convenient fixing shape for job site, described steel plate tension member, for being welded on Stating 1 on anchor plate to multiple steel plates being perpendicular to described anchor plate, described steel pipe tension member, for being welded on described anchor plate On a steel pipe, described anchor case, for the finished product accessory of existing anchorage, described anchor plate is one of steel of described anchor case Plate；

Described anchor plate through wires hole, the hole opened by described anchor plate central area, can be circular port, allows described steel strand wires Can pass, whether be sphere classification by the periphery of the described anchor plate through wires hole of described anchor plate outer surface side, including ball Face anchor plate through wires hole, aspheric surface anchor plate through wires hole, described sphere anchor plate through wires hole, for described anchor plate outer surface one The periphery of the described anchor plate through wires hole of side is the described anchor plate through wires hole of sphere, withstands corresponding described spherical end anchor The termination of the sphere of pier nose or described sphere anchor nut, described aspheric surface anchor plate through wires hole, for described anchor plate outer surface The periphery of the described anchor plate through wires hole of side is not the described anchor plate through wires hole of sphere, withstands corresponding described aspheric surface Termination anchor pier head or described aspheric surface anchor nut are not the terminations of sphere；

Described termination anchor plate, for mating the described anchor plate used with described termination anchor pier head, described termination anchor plate Described anchor plate through wires hole, diameter is less than described termination anchor pier head overall diameter, when described steel strand wires tension, described termination anchor pier Termination anchor plate is stated in residence, the crown；

Described middle anchor plate, for mating the described anchor plate used with described suspension anchor pier head, described middle anchor plate Described anchor plate through wires hole, diameter greatly and is less than described suspension anchor pier than the overall diameter of the described outer silk section of described suspension anchor pier head The overall diameter of the described anchor nut of head institute wire connection, described suspension anchor pier head, withstands described middle anchor plate by described anchor nut；

Described steel strand wires comprise: hanging end, steel strand wires end, steel strand wires section, above steel strand wires section, below steel strand wires section；

Described steel strand wires, are a finished steel twisted wire, and for by described anchorage, carry 1 is to multiple described suspension elements or draws Tie 2 and described drawn component, the band protection set classification by whether, including protection set steel strand wires, slip casting steel strand wires, is divided by intensity of steel wire Class, also includes high strength steel strand, non-high strength steel strand, classifies by section, also includes elongated steel strand wires, connects steel strand wires, described Protection set steel strand wires, for described steel strand wires with protected set, described slip casting steel strand wires, for the bare wire overlapped without protection Described steel strand wires, tighten or after stretch-draw completes, it is necessary to protection set is set and slip casting seals, described high strength steel strand, serve as reasons The described steel strand wires that multiply high tensile steel wire twists into, described non-high strength steel strand, for by multiply not being the institute that twists into of high tensile steel wire State steel strand wires, described elongated steel strand wires, be the described steel strand wires of an elongated equal section, described connection steel strand wires, for By multistage different section or the described steel strand wires section of identical section, it is anchored long described steel by described connection anchor or described doubly-linked Twisted wire；Described steel strand wires, also include suspension bracket steel strand wires, hang steel strand wires, and described suspension bracket steel strand wires twist including main suspension bracket steel Line, auxiliary suspension bracket steel strand wires；

Described relative object of reference, for the object of reference relevant with described steel strand wires, including: one section of described steel on described steel strand wires Twisted wire section, clamp the described anchor pier head of described steel strand wires, the described anchorage at described anchor pier head place, the described anchor spiral shell of described anchorage Cap, described being drawn component, described drawn the described anchor plate of component of described steel strand wires institute drawknot；

Described hanging end, on one end of described steel strand wires, hang over the described anchor on described suspension bracket component with described anchorage The position of the sandwiched described steel strand wires of described anchor pier head of tool；

Described steel strand wires end, for clamping described in described steel strand wires from farthest one of described hanging end on described steel strand wires The position of anchor pier head；

Described steel strand wires section, between adjacent 2 the described anchor pier head clamping described steel strand wires on described steel strand wires One section of described steel strand wires；

Steel strand wires section before described, on described steel strand wires towards a section of side, described hanging end direction of described steel strand wires Described steel strand wires section, the object of reference used is described relative object of reference；

Steel strand wires section after described, for one section of the side, described hanging end direction of steel strand wires the most described on described steel strand wires Described steel strand wires section, the object of reference used is described relative object of reference；

Described anchored side, is drawn the described anchor plate outer surface of the described anchor plate of component for described, is drawn component for described The ingredient of an outer surface, can be parallel with the described one outer surface being drawn component, can enter described to be drawn structure The one outer surface of part；

Described shearing resistance side, is drawn the outer surface of component for being positioned at the described of described anchored side opposite；

Described through wires hole, is drawn anchored side described in component and the preformed hole between described shearing resistance side for described, can be circular port, With described anchor plate through wires hole UNICOM, be used for allowing described steel strand wires and described anchor pier head through described through wires hole, simultaneously allow through The described steel strand wires of described through wires hole can also pass described anchor plate through wires hole, can put down with the direction of the described steel strand wires after tension OK, can be vertical with described anchored side, center can be with the center superposition of the described anchor plate through wires hole of described anchor plate；Described steel is tied Structure is drawn the described through wires hole of component, can be drawn with described steel construction and wear described in the gap replacement between the ingredient of component String holes；

Described shearing resistance body, the pulling force of the described steel strand wires for being transmitted by described anchor plate is diffused into the described institute drawn on component State and drawn the ingredient of component；Described armored concrete shearing resistance body, between described shearing resistance side and described conventional anchor backing plate Described armored concrete drawn the armored concrete stress layer of component；Described local steel construction shearing resistance body, for being fixed on State the component that local is steel construction and described special anchor backing plate drawn on component, the group of component can be drawn with described steel construction One-tenth part replaces described local steel construction shearing resistance body, can directly open described anchor plate and wear on the steel construction shearing resistance body of described local String holes, uses described local steel construction shearing resistance body as described conventional anchor backing plate, for replacing the institute of described conventional anchor backing plate State local steel construction shearing resistance body, described anchor plate through wires hole can be opened including at least 1 piece and described tension of steel strand can be undertaken Steel plate；

Described suspension bracket component, the described of tension load for the described hanging end for undertaking described steel strand wires is drawn component；

The described anchored side of described suspension bracket component, towards described hanging end direction；The described shearing resistance side of described suspension bracket component, dorsad Described hanging end direction；

Described suspension element, for needing described to be drawn component by what described steel strand wires hung, including: mid-mounting component；

The described shearing resistance side of described suspension element, towards the described hanging end direction of described steel strand wires；The institute of described suspension element State anchored side, the most described hanging end direction；

Described mid-mounting component, for the described suspension element more than one of described steel strand wires institute carry time, be positioned at described steel strand Described suspension element between described hanging end and the described steel strand wires end of line；

Described positive silk, for screw clockwise or counterclockwise, can be identical with the steel wire direction of rotation of described steel strand wires；

Described anti-silk, for the screw contrary with the direction of rotation of described positive silk；

Described suspension anchor nut, for the described anchor nut with the wire connection of described suspension anchor pier head institute, is screwed in described suspension anchor pier head On, it being used for withstanding described middle anchor plate, internal thread is described positive silk；

Described connection anchor nut, is 2 described outer silk anchor pier heads described anchor nuts of carrying out wire connection, comprises: nut positive silk section, Nut stage casing, nut anti-silk section；

Described nut positive silk section, for one section and one end of described connection anchor nut, is carved with the internal thread of described positive silk, for wire connection The described outer silk anchor pier head of described above steel strand wires section；

Described nut stage casing, for one section between described nut positive silk section and described nut anti-silk section, has injected hole to use In sealing off and covering anchorage slip casting, the rivet hole alignd can be opened with the end regions of the described described outer silk section being connected anchor pier head and knock in riveting Nail, with connection anchor nut described after preventing sealing off and covering anchorage slip casting with described be connected between anchor pier head loosen；

Described nut anti-silk section, for one section of described connection anchor nut, be positioned at described connection anchor nut is not described nut One termination of positive silk section, is carved with the internal thread of described anti-silk, for tangling the described connection anchor pier head of described steel strand wires section below；

Described connection anchor nut, is screwed between described suspension anchor pier head and described connection anchor pier head, for by described middle anchor pad The load of the described suspension element of plate transmission passes to described suspension anchor pier head, and by the pulling force transmission of described steel strand wires section below To described suspension anchor pier head, the sphere withstanding described middle anchor plate of described connection anchor nut or be not the end of sphere Head, is the termination of the described nut positive silk section of described connection anchor nut, and described connection anchor nut is additionally operable to be screwed in and clamps 2 respectively Between the described connection anchor pier head of the termination of Duan Suoshu steel strand wires section, by described 2 sections of steel strand wires section spreadings；

Described termination anchorage, described termination anchor pier head, for being only used for the described hanging end of described steel strand wires or described steel The described anchorage of twisted wire end and described anchor pier head；

Described bilateral anchor, for the one of the described anchorage that described mid-mounting component only can use, by described suspension anchor Pier nose, described suspension anchor nut, respectively as the described anchor pier head of described anchorage, described anchor nut composition, can be used for described steel strand Line also will continue on the described mid-mounting component of suspension element described in carry, the described suspension anchor pier head of described bilateral anchor, folder Steel strand wires are stated in residence, with the described suspension anchor nut wire connection of described bilateral anchor, withstand described centre by described suspension anchor nut The described middle anchor plate of suspension element, passes to described steel strand wires by the load of described mid-mounting component；Described bilateral anchor, Can be additionally used in, under normal use duty, in the case of the pulling force of described steel strand wires does not reaches the 75% of design load, 2 described quilts Draw the drawknot between component；Described bilateral anchor, it may also be used for the described hanging end of described steel strand wires or described steel strand wires end, generation For described termination anchorage；

Described doubly-linked anchor, for the one of the described anchorage that described mid-mounting component only can use, by described suspension anchor Pier nose, described connection anchor pier head, described connection anchor nut are respectively as 2 described anchor pier heads of described anchorage, 1 described anchor spiral shell Cap forms, and while 2 sections of described steel strand wires sections are carried out spreading, undertakes the load of described mid-mounting component and also will Continue suspension element described in carry；The described suspension anchor pier head of described doubly-linked anchor, described connection anchor pier head, with between institute The described connection anchor nut wire connection stating doubly-linked anchor is integral, will clamp respectively simultaneously described in above steel strand wires section, described after Steel strand wires section spreading；

Described connection anchor, for the described anchorage by 2 sections of described steel strand wires section spreadings, by 1 described connection anchor nut, 2 institutes State and connect anchor pier head respectively as 1 described anchor nut of described anchorage, 2 described anchor pier head compositions, described 2 connection anchor piers The described extruded segment of head, is respectively fitted over one end of described 2 sections of steel strand wires sections, clamps described 2 sections of steel strand wires sections through extruding, and described 2 The described outer silk section of individual connection anchor pier head, towards described connection anchor nut, is connected anchor nut wire connection tightens with described；

Described static pressure anchor pier head, described extruded segment, for described static pressure anchor pier head one end of a round steel pipe, one section or complete Portion；

Described outer silk anchor pier head, described outer silk section, for one section of a round steel pipe of described outer silk anchor pier head and with described One end that the described extruded segment of outer silk anchor pier head is different, is carved with the outside nut of described positive silk, for carrying out silk with described anchor nut Connecing, with the described extruded segment of described outer silk anchor pier head, can be same steel pipe, interior diameter can be identical, and overall diameter can be identical；

Described anti-rotation card, is 1 at most root steel bar, is positioned at the described extruded segment of described outer silk anchor pier head near described outer silk section, By described anti-rotation card length direction, fix along described outer silk anchor pier head length direction and highlight at described outer silk anchor pier head surface, The described anti-rotation card of described suspension anchor pier head, is stuck in the described draw-in groove of described middle anchor plate, for tightening described anchor spiral shell Cap, by during the tension of described steel strand wires or Shi Hanzhang, prevents described suspension anchor pier head from rotating, described connection anchor pier head Described anti-rotation card, card in the tool, is used for solving described connection anchor pier head and the described Rotation being connected between anchor nut；

Described work anchor pier nose, for described termination anchorage and the described termination anchor pier head of current anchorage technology finished product anchorage, only Have construction stage tensile load can reach described steel strand wires pulling force design load 75% in the case of could use described work anchor pier Head, described work anchor pier nose comprises: anchor ring, intermediate plate；

Described anchor ring, for a round steel pipe of described anchor pier head, for the key fitment of current anchorage technology；

Described intermediate plate, for forming at least 2 wedge shape circular arc steel discs of the wedge shape steel pipe of a circle, for current anchorage technology Key fitment, for clamping described steel strand wires to being got into described anchor ring while described steel strand tension；

Described suspension anchor pier head, for mating the described outer silk anchor pier head used with described middle anchor plate, described anchor nut, uses Also will continue on the described mid-mounting component of suspension element described in carry in described steel strand wires, be additionally operable to described bilateral anchor and replace The described hanging end of described steel strand wires or described steel strand wires end is clamped, described suspension anchor pier head described during described termination anchorage Extruded segment, is positioned at the side, opposite of the described anchor plate outer surface of described middle anchor plate, clamps described steel strand wires, described suspension The described outer silk section of anchor pier head and the described anchor nut being enclosed within described steel strand wires of institute's wire connection, leak outside at described middle anchor plate The outside of described anchor plate outer surface, tighten described anchor nut and withstand described middle anchor plate, the institute of described suspension anchor pier head State outer silk section and pulled mobile to described steel strand wires applying pulling force in described anchor plate through wires hole；

Described connection anchor pier head, for by the described outer silk anchor pier head of 2 sections of described steel strand wires section spreadings, being connected anchor nut with described Coupling uses, and clamps one end of described steel strand wires section below by the described extruded segment of described connection anchor pier head, with described connection anchor Nut, the described connection anchor pier head of described above steel strand wires section is clamped in wire connection to another one, or wire connection is hung to described in carry The described suspension anchor pier head of component, it is achieved the spreading of 2 sections of described steel strand wires sections；

Described anchor pier head adapter, for the ingredient of described suspension bracket anchorage, consolidates with the described anchor pier head of described suspension bracket anchorage It is connected into one；

Described suspension bracket anchorage, for intersecting, 1 described suspension steel strand wires of 2 described suspension bracket steel strand wires carries of intersecting Described anchorage；Described suspension bracket steel strand wires, for holding and position the described steel strand wires of described suspension bracket anchorage, described 2 suspension brackets Steel strand wires, intersect and intersect at described suspension bracket anchorage, respective described hanging end direction, have and tangle the described of described suspension bracket steel strand wires Suspension bracket anchorage described in suspension bracket component or described suspension element or another one；Described suspension steel strand wires, for for described in carry The described steel strand wires of suspension element, the described hanging end of described suspension steel strand wires hangs on described suspension bracket anchorage, described suspension bracket anchor Have described suspension bracket component and described steel construction as described suspension steel strand wires and drawn component, or by described main suspension bracket steel strand wires generation For described suspension steel strand wires；Described main suspension bracket steel strand wires, for wherein one of described 2 suspension bracket steel strand wires, for by one Elongated described steel strand wires not only as described suspension bracket steel strand wires but also replace described suspension steel strand wires, described 2 suspension bracket steel strand wires it In, can only have 1 as described main suspension bracket steel strand wires, or described 2 suspension bracket steel strand wires are described auxiliary suspension bracket steel strand wires；Described Auxiliary suspension bracket steel strand wires, among described 2 suspension bracket steel strand wires not being 1 of described main suspension bracket steel strand wires, or described 2 are hung Frame steel strand wires are all as described auxiliary suspension bracket steel strand wires；

Described two-wire anchorage, the described suspension bracket anchorage used by described main suspension bracket steel strand wires, it is used for 1 described main suspension bracket Suspension element described in steel strand wires and 1 described auxiliary suspension bracket steel strand wires carry, by described two-wire anchor pier head, described straight arc sleeve pipe, institute State U-shaped connecting plate respectively as the described anchor pier head of described anchorage, 2 described anchor pier head adapter compositions；

Described two-wire anchor pier head, the described outer silk anchor pier head used by described main suspension bracket steel strand wires, at described two-wire anchor pier The described outer silk section of head is near described extruded segment, and U-shaped connecting plate described in straight arc sleeve pipe and affixed described in scion grafting one, by described U Type connecting plate is by affixed integral with described two-wire anchor pier head for described two-wire anchor plate, and described U-shaped connecting plate, with described straight arc set Pipe, described two-wire anchor pier head are positioned at approximately the same plane；

Described straight arc sleeve pipe, comprises straight line casing section, arc sleeve pipeline section, is a round steel pipe, for for by described main suspension bracket Steel strand wires through described straight arc sleeve pipe and described two-wire anchor pier head described extruded segment, make described main suspension bracket steel strand wires undertake not Have in a straight line angle 2 pulling force, described anchor pier head adapter that described two-wire anchorage is used, described straight arc set The inner orifice of pipe, with the mutual UNICOM of inner orifice of described two-wire anchor pier head to collectively constitute smooth, 2 ends be to be in the middle of straightway One inner orifice of arc section；Described arc sleeve pipeline section, for one section and one end of a round steel pipe of described straight arc sleeve pipe, for arc One section of shape, termination is fixed on the described outer silk section of described two-wire anchor pier head near described extruded segment, described straight line casing section, For one section and other end of a round steel pipe of described straight arc sleeve pipe, for straight one section, the termination of described straight line casing section, Towards the described outer silk section of described two-wire anchor pier head, do not highlight outside the termination of described outer silk section；

Described U-shaped connecting plate, is the described anchor pier head adapter of a U-shaped, a steel plate is processed into U-shaped, described U-shaped company 2 terminations of one steel plate of fishplate bar, are integrally fixed with described two-wire anchor pier head, solderable at described straight arc sleeve pipe and described double The surface of line anchor pier head, one section, the centre of a steel plate of described U-shaped connecting plate, for described two-wire anchor plate；

Described two-wire anchor plate, is fixed on described U-shaped connecting plate, for an end of suspension bracket steel strand wires auxiliary described in drawknot Head, the steel plate section of 2 terminations of described two-wire anchor pier head and affixed described U-shaped connecting plate, for described two-wire anchor plate Described steel construction is drawn component and described suspension bracket component, described two-wire anchorage, is also drawn the described office of component for described steel construction Portion's steel construction shearing resistance body, described two-wire anchor plate, is also 1 piece that replaces described anchor plate on the steel construction shearing resistance body of described local Steel plate, the described anchor plate outer surface of described two-wire anchor plate, towards described two-wire anchor pier head, mates with described two-wire anchor plate That use, for clamping the described anchor pier head of described auxiliary suspension bracket steel strand wires, be positioned at the space of the U-shaped of described U-shaped connecting plate, Can be described fixing anchor pier head, it is also possible to be the described suspension anchor pier head hanging anchor nut described in wire connection, by described fixing anchor Pier nose or described suspension anchor nut hold described auxiliary suspension bracket steel strand wires；The described extruded segment of described two-wire anchor pier head, and described double The described straight line casing section of the described straight arc sleeve pipe that line anchor pier head is affixed, and affixed described U-shaped of described two-wire anchor pier head The thickness direction of the described two-wire anchor plate on connecting plate, is respectively facing and can be parallel to 3 drawn from described two-wire anchorage The direction of described steel strand wires section；

Three described line anchorages, for 2 described auxiliary 1 described suspension steel strand wires of suspension bracket steel strand wires carry described suspension bracket anchor Tool, by 2 described crossed anchor pier noses, described three line anchor plates respectively as 2 described anchor pier heads of described anchorage, described in 1 Anchor pier head adapter forms；

Described crossed anchor pier nose, for holding the described outer silk anchor pier head of described three line anchorages with 2 described auxiliary suspension bracket steel strand wires, Described 2 crossed anchor pier noses, intersect, can be parallel to each other, between leave gap, described suspension steel strand wires can be allowed to wear Cross, in the described outer silk section of described 2 crossed anchor pier noses near described extruded segment position, with described three line anchor plates by described 2 Individual crossed anchor pier nose is affixed integral；The described extruded segment of described 2 crossed anchor pier noses, is respectively facing described 2 auxiliary suspension bracket steel Twisted wire, can be parallel with described 2 auxiliary suspension bracket steel strand wires respectively；

Three described line anchor plates, are used for by suspension element described in described suspension steel strand wires carry, can be with described suspension steel Twisted wire is vertical, and the described anchor plate outer surface of described three line anchor plates, towards the described extruded segment one of described 2 crossed anchor pier noses Side, clamps the described fixing anchor pier head of the described hanging end of described suspension steel strand wires or described suspension anchor pier head, directly or by The described suspension anchor nut of described suspension anchor pier head institute wire connection, hangs on described three line anchor plates；Described 2 crossed anchor pier noses, Described steel construction for described three line anchor plates is drawn component and described suspension bracket component, described three line anchorages, is also described steel knot Structure is drawn the described local steel construction shearing resistance body of component, described three line anchor plates, is also on the steel construction shearing resistance body of described local Replace 1 block plate of described anchor plate.

A kind of continuous suspension system of steel strand wires the most according to claim 2, it is characterised in that

Described extruding intermediate plate, for being combined at least 2 circular arc steel discs of a round steel pipe, comprises: occlusion section, the most airtight Section；

Described extruding intermediate plate, including single sealed end extruding intermediate plate, double density closed end extruding intermediate plate, extrudes intermediate plate, institute without sealed end The single sealed end extruding intermediate plate stated, arranges the described extruding intermediate plate of described airtight section, institute for one end of the most described extruding intermediate plate The double density closed end extruding intermediate plate stated, all arranges the described extruding intermediate plate of described airtight section for two ends of described extruding intermediate plate, described Extrude intermediate plate without sealed end, be all not provided with the described extruding intermediate plate of described airtight section for two ends of described extruding intermediate plate；

Described occlusion section, for the longest one section or whole of a round steel pipe of described extruding intermediate plate, is positioned at described extruding folder The middle part of sheet or one end, or the total length of described extruding intermediate plate is all described occlusion section, described occlusion section, be used for strengthening described Extruding between described extruded segment and the sandwiched described steel strand wires of static pressure anchor pier head is engaged, the surfaces externally and internally of described occlusion section For tooth engaged, described tooth engaged can be screw thread；

Described airtight section, for 1 end of a round steel pipe of described extruding intermediate plate or one section of 2 ends, or described squeezes without sealed end 2 ends of pressure intermediate plate are all not provided with described airtight section, and the surfaces externally and internally of described airtight section is smooth surface, described airtight section, use After described extruded segment is squeezed, described steel strand wires or described steel strand wires are protected the termination of set carry out airtight protection；

Described flexible sealing adhesive tape, for blocking the flexible material adhesive tape at described extruded segment two ends, is used for being wrapped in described airtight Section, protects the bare wire part of the described steel strand wires in described extruded segment or the protection of described steel strand wires to overlap the closure of termination；For The described steel strand wires of unprotected set, described flexible sealing adhesive tape can as the sealing of the described steel strand wires in described extruded segment every Absciss layer；

Described draw-in groove, is 1 to multiple grooves, and flat shape is corresponding with described anti-rotation card, described middle anchor plate described Draw-in groove, is positioned at outside the edge of described anchor plate through wires hole, and with described anchor plate through wires hole UNICOM, described termination anchor plate is permissible It is not provided with described draw-in groove；The described draw-in groove of described outer silk anchor pier head, for along described outer silk anchor pier head length direction, described outer silk anchor Described groove on the surface of pier nose, is positioned at the described extruded segment of described outer silk anchor pier head near described outer silk section, described suspension The described draw-in groove of anchor pier head, for entering described suspension anchor pier head and the described draw-in groove of described middle anchor plate by described anti-rotation card wedge In, described steel strand wires are strained tightening described anchor nut or during Shi Hanzhang, prevent described suspension anchor pier head from rotating, The described draw-in groove of described connection anchor pier head, for instrument sticks into the described draw-in groove of described connection anchor pier head, solves described connection Anchor pier head and the described Rotation being connected between anchor nut.

A kind of continuous suspension system of steel strand wires the most according to claim 1, it is characterised in that

Described anchor pier head extruder, for clamping institute after the described extruded segment of described static pressure anchor pier head is carried out crimp State the pier nose instrument of steel strand wires, comprise: twin-tub, termination arm-tie, extrusion die, twin I-beam, 2 piston backing plates, beam pier nose set, Nut inside nut, arm-tie outside arm-tie, optionally extrude backing plate, optionally protect nut, optional position-limited rack, splicing fastening Part, extruding anchor pier nose, center through wires hole, instrument axis, U-type groove, support plate, drawknot bar, optional ribbed panel, relate to biplate Accessory, plate-like accessory, longitudinal direction；

Described extruding anchor pier nose, needs to carry out to extrude for being installed on described pier nose extruder of being enclosed within described steel strand wires Described static pressure anchor pier head；

Described plate-like accessory comprises: try to get to the heart of a matter, flange；

Described tries to get to the heart of a matter, and is a steel plate, can be circular, and described flange, is a steel loop, be fixed on described in try to get to the heart of a matter on, with described Try to get to the heart of a matter and be combined into one；

Described biplate accessory, comprises: 2 half, or 21 half；

Described biplate accessory, for described biplate fitting designs becomes 2 parts that can take apart, allows described steel strand wires pass After described center through wires hole on described biplate accessory, or after being enclosed within described extruding anchor pier nose, described biplate accessory is mounted It is combined into complete one, or described biplate accessory is fixed on biplate accessory described in other, by a described other biplate accessory When being assembled into one, described biplate accessory is assembled into simultaneously one；Described 2 half, join for the described biplate that can be opened Described 2 parts of part, described 1 half, for wherein 1 part of described 2 parts, described 21 half are combined into complete described Biplate accessory；

Described longitudinal direction, for the length direction of described anchor pier head extruder.

A kind of continuous suspension system of steel strand wires the most according to claim 6, it is characterised in that

Described twin I-beam comprises: 2 single steel I-beams；

Described single steel I-beam, is a steel I-beam, for described the 1 half of described twin I-beam, and described 2 single steel I-beams, For 2 described single steel I-beams of equidimension, the edge of a wing of the H-shape cross section of described 2 single steel I-beams is spliced into duplex word mutually The section of the described twin I-beam of shape section；

Described extruding backing plate, is divided into plate-like accessory described in the one of described 2 half for described longitudinal direction；

Described drawknot bar, for 4 steel rod elements of setting parallel, concordant；

Described support plate includes: end bearing, intermediate support；

Described support plate, is a steel plate, can be rectangle, stable is placed on building for keeping described anchor pier head extruder to lie low On roofing or ground, there is the hole that described drawknot bar passes；

Described twin-tub comprises: 2 cylinder bodies, double-pistons；

Described cylinder body, is the round steel pipe of 2 end seal steel plates, described 2 cylinder bodies, described longitudinal direction side by side, parallel alignment, there is phase With size and thrust, centre leaves the gap that described steel strand wires can be passed, and 2 ends are connected with 2 described support plates respectively, use Described drawknot bar and nut are strained described 2 support plates and are clamped described 2 cylinder bodies；

Described double-piston, is that each 1 work in described 2 cylinder bodies is arrived in the playback of can extruding or regain in 2 described cylinder bodies Plug；

Described end bearing, erects the bottom placed, for the described support plate on described bottom, position for described anchor pier head extruder A termination in described 2 cylinder bodies, it is also possible to make the base that described pier nose extruder can stably be erect；

Described intermediate support, by be positioned at described 2 cylinder bodies be not a termination being positioned at of bearing of the described end, be positioned at institute State the described support plate of anchor pier head extruder zone line, meet the position of described double-piston, cut with and can allow described double-piston The hole that each piston passes；

Described termination arm-tie comprises: interior arm-tie, top pull plate；

Described termination arm-tie, erects the top placed, has the hole that described drawknot bar passes, by institute for described anchor pier head extruder State interior arm-tie, described top pull plate is combined into an overall described termination arm-tie, and flat shape can be rectangle, described interior arm-tie, Being a plate-like accessory, described top pull plate, is a steel plate；One smooth surface of described top pull plate, draws in described The steel plate tried to get to the heart of a matter described in plate, a smooth surface of the most described interior arm-tie described flange side, for institute State interior arm-tie and tightly stick together, with described top pull plate, the piece being combined into an overall described termination arm-tie；

Described ribbed panel, for being optionally fixed on two surfaces or one of them surface of the steel plate needing ribbing accessory 1 strengthened is to multiple steel plate strip, and described needs ribbing accessory, vertical solid with the length direction of described ribbed panel side Fixed integral, including described interior arm-tie, described top pull plate, described support plate；Described ribbed panel on described interior arm-tie, is positioned at institute State interior arm-tie described flange, the side of the most described top pull plate；Described ribbed panel on described top pull plate, is positioned at described top The side of the most described interior arm-tie of arm-tie；Described ribbed panel on described support plate, may be located at described support plate dorsad The side of described 2 cylinder bodies.

A kind of continuous suspension system of steel strand wires the most according to claim 6, it is characterised in that

Described piston backing plate, including assembled piston backing plate, single-piece piston backing plate, for described assembled piston backing plate, described entirety The one of which of piston backing plate, described assembled piston backing plate, it is divided into plate-like described in the one of described 2 half for described longitudinal direction and joins The described piston backing plate of part, described 2 half tried to get to the heart of a matter described in described assembled piston backing plate, respectively with described in described twin I-beam The edge of a wing of 2 half is combined into one, described single-piece piston backing plate, is the described piston backing plate of plate-like accessory described in, described whole Try to get to the heart of a matter described in body piston backing plate, with described the 1 half of described twin I-beam the edge of a wing be combined into one；Described steel strand wires are allowed to pass After described center through wires hole on described twin I-beam, described twin I-beam is installed while being combined into complete one, described spelling Described the 2 half of dress piston backing plate are combined into complete one, or try to get to the heart of a matter described in described single-piece piston backing plate, are withstood described double The edge of a wing of described pair of H-shape cross section of I-beam, the edge of a wing of 2 described 1 half i.e. withstood on described twin I-beam；Institute State 2 piston backing plates, lay respectively at 2 end regions of described twin I-beam, each described piston backing plate described longitudinally central Axis, can may be located at described 2 lists with the described longitudinally central dead in line of each 1 piston of described double-piston respectively On the piece of steel I-beam, the described flange of each described piston backing plate, it is respectively fitted over the end of each 1 piston of described double-piston Head, interior diameter is not less than the overall diameter of the piston of described double-piston；

Described beam pier nose set, is divided into plate-like accessory described in the one of described 2 half for described longitudinal direction；

Described 2 half tried to get to the heart of a matter described in described beam pier nose set, the edge of a wing with described the 2 half of described twin I-beam is combined into one respectively Body；

Described protection nut comprises: nut section, spacing pipeline section, optional nut clamping device；

Described protection nut, is divided into a round steel pipe of described 2 half, is carved with internal thread for described longitudinal direction, is enclosed within described squeezing The described outer silk section of pressure anchor pier head；There is no the described extruding anchor pier nose of described outer silk section, do not use described protection nut；

Described extrusion die comprises: spacing section, conical section, strengthening segment；

Described extrusion die, is divided into a round steel pipe of described 2 half for described longitudinal direction；

Described position-limited rack comprises: spacing steel pipe, arm-tie stop collar, beam stop collar；

Described instrument axis, for being positioned at central point and the institute of the line at the center of the section of 2 pistons of described double-piston State parallel longitudinal axis；

Described longitudinal direction, for the described longitudinal direction of the longitudinal accessory described longitudinal installation direction on described anchor pier head extruder, The described longitudinal direction of described longitudinal accessory, with the described longitudinal of described anchor pier head extruder and the extrusion of described double-piston and withdrawal The direction of motion, for same direction；

Described longitudinal accessory, includes bearing of the described end, 2 described cylinder bodies, institutes successively by described longitudinal adjacent relation sequence State intermediate support, 2 pistons of described double-piston through described intermediate support, 2 described piston backing plates, described 2 either simplex Word girder steel, described beam pier nose set, optional described extruding backing plate, the described outer silk section of optional described extruding anchor pier nose, described The described extruded segment of extruding anchor pier nose, described extrusion die, described interior arm-tie, described top pull plate, also include described steel strand wires, institute State 4 steel rod elements of drawknot bar, described spacing steel pipe, described arm-tie stop collar, described beam stop collar, by described longitudinal accessory The number of described longitudinal accessory that same is used is classified, and described longitudinal accessory also includes single longitudinal accessory, many longitudinal accessories, Described single longitudinal accessory, for not being described longitudinal accessory of described many longitudinal accessories, described how longitudinal accessory, is at least 2 Individual, be parallel to each other concordant setting by described longitudinal direction, to have gap each other described longitudinal accessory, including described double-piston 2 pistons, 2 described piston backing plates, 2 described cylinder bodies, 4 steel rod elements of described drawknot bar, multiple described for arranging The described anchor pier head extruder of position-limited rack, described many longitudinal accessories also include the described spacing steel forming the plurality of position-limited rack Pipe, described arm-tie stop collar, described beam stop collar, the described longitudinally central axis of described single longitudinal accessory, and described indulge more To multiple described many longitudinal accessories of the same of accessory common between described longitudinally central axis, can be with described Instrument axis overlaps, and along described longitudinal direction, may be mounted on described instrument axis；

The described longitudinal direction of described anchor pier head extruder, for the length direction of described anchor pier head extruder；

The described longitudinal direction of described plate-like accessory, for being perpendicular to the direction tried to get to the heart of a matter described in described plate-like accessory, is cut into described 2 The described plate-like accessory of half, is cut into 2 described 1 half along described longitudinal direction by described plate-like accessory, described the 2 half of described plate-like accessory Between tangent plane, may be located in approximately the same plane, may be located at one of described flange of described plate-like accessory and diametrically will Described plate-like accessory decile；

The described longitudinal direction of described longitudinal accessory, the order being enumerated by accessory longitudinal each described, it is respectively, the described end The thickness direction of bearing, the length direction of described cylinder body, the thickness direction of described intermediate support, the length of piston of described double-piston Degree direction, the short transverse of single steel I-beam described longitudinal, described of described plate-like accessory of described piston backing plate, described Liang Dun The extruding anchor described longitudinal, described of the described plate-like accessory of the extruding backing plate described longitudinal, described of the described plate-like accessory of headgear The length direction of the described outer silk section of pier nose, the length direction of described extruded segment of described extruding anchor pier nose, described extrusion die Length direction, the thickness direction of described interior arm-tie, the thickness direction of described top pull plate, the length direction of described steel strand wires, institute State the length direction of the steel rod elements of drawknot bar, the length direction of described spacing steel pipe, the length direction of described arm-tie stop collar, institute State the length direction of beam stop collar；The described longitudinal direction of described twin I-beam, for the short transverse of described twin I-beam section, edge The edge of a wing between 2 webs of described twin I-beam section, will be slit longitudinally into the institute of 2 equidimensions described in described twin I-beam edge State single steel I-beam；The described longitudinal direction of described double-piston, for the described longitudinal direction of the piston of described double-piston, with described double-piston Described longitudinally perpendicular central axis, can be parallel with the piece of described the 2 half of described twin I-beam, can be with described instrument Axis is intersected；The described longitudinal direction of described drawknot bar, for the described longitudinal direction of the steel rod elements of described drawknot bar；Described extruding anchor pier The described longitudinal direction of head, for the length direction of described extruding anchor pier nose；The described longitudinal direction of described position-limited rack, for described spacing steel The described longitudinal direction of pipe；

Described center through wires hole, for the multiple circles being perpendicular to described instrument axis centered by described instrument axis Hole, for described steel strand wires are filled in described center through wires hole along described longitudinal direction, forms a described longitudinal cylinder hole body, described Cylinder hole body, the described need perforation accessory longitudinally through described anchor pier head extruder, described accessory of need to boring a hole meets described cylindrical hole Being cut with center through wires hole described at body, described need perforation accessory, including: bearing of the described end, described intermediate support, described Try to get to the heart of a matter described in the edge of a wing of 2 sides between 2 webs of twin I-beam, described beam pier nose set, try to get to the heart of a matter described in described interior arm-tie, Described top pull plate；

Described U-type groove, excised for the central area along an edge of accessory of need to slotting to described accessory of need to slotting Individual U-shaped groove, the termination of the described U-type groove of described central area is described center through wires hole, described U-type groove, for by described Described center through wires hole filled in by steel strand wires from the edge of described U-type groove；

Described need fluting accessory includes: described interior arm-tie, described top pull plate, described support plate；

Described U-type groove on described interior arm-tie, can be vertical with the described U-type groove on described top pull plate；

Described U-type groove on bearing of the described end, can be parallel with the described U-type groove on described intermediate support；

Bearing of the described end, also can be not provided with described U-type groove, allows described steel strand wires be positioned at standoff region of the described end and leaks outside at described anchor Outside pier nose extruder；

Described splicing securing member, for 2 block plates of bolt drawknot, 2 block plates of described splicing securing member, respective 2 Surface wherein 1 have aspectant lap for opening the bolt hole of alignment, a respective side be separately fixed at need The edge joint position of splicing accessory or 2 sides of described U-type groove, use bolt tension is described need to splice accessory；

Described need splicing accessory, uses 1 to carry out splicing drawknot, including on described interior arm-tie to multiple described splicing securing members 2 sides of described U-type groove on 2 sides of described U-type groove, optional described top pull plate, described protection nut described 2 half, described Described the 2 half of twin I-beam.

A kind of continuous suspension system of steel strand wires the most according to claim 6, it is characterised in that

Described drawknot bar, can be arranged on 4 folding corner regions of described support plate, described termination arm-tie, every described drawknot The steel rod elements of bar, one end is connected with the nut being positioned at the most described 2 cylinder body sides with bearing of the described end, and zone line is with described Intermediate support connects with the nut being positioned at the most described 2 cylinder body sides, and the nut at described 2 can allow the described end prop up after tightening Seat, described intermediate support clamp described 2 cylinder bodies, the other end of the steel rod elements of every described drawknot bar, draw with described termination 2 sides of plate, connect with nut outside nut, described arm-tie inside described arm-tie；

Nut inside described arm-tie, is a nut, is positioned at the described arm-tie side of described termination arm-tie；

Nut outside described arm-tie, is a nut, is positioned at the described top pull plate side of described termination arm-tie；

Described extrusion die, for getting into the described taper of described extrusion die by the described extruded segment of described extruding anchor pier nose Section, makes described extruded segment attenuate and clamps described steel strand wires, described spacing section, for the identical described extrusion die of diameter of bore One section and one end, towards described extruding anchor pier nose, for being enclosed within the installation location limit carrying out described extruded segment in described extruded segment Position, bore dia is not less than the overall diameter of described extruded segment, and overall diameter can be identical with described conical section；Described strengthening segment, for interior Other one section and the one end of the described extrusion die that bore dia is identical, diameter of bore less than the overall diameter of described extruded segment, outer directly Footpath can and the interior diameter of described flange less than described interior arm-tie identical with described conical section, described strengthening segment, in described Arm-tie, is packed into the described flange of described interior arm-tie, withstands and tries to get to the heart of a matter described in described interior arm-tie；Described conical section, for described One section, the centre of extrusion die, endoporus linearly or the vertebral body shape of smooth curve, described conical section, connects with described spacing section The diameter of bore of one end with the diameter of bore of described spacing section, the diameter of bore of the one end connected with described strengthening segment is with described The diameter of bore of strengthening segment；

Described beam pier nose set, the described flange of described beam pier nose set, towards described extruding anchor pier nose, it is enclosed within specification matching parts On, described specification matching parts, the described extruding anchor pier nose including described extruding anchor pier nose, being cased with described protection nut, described Extruding backing plate, it is possible to directly withstand and try to get to the heart of a matter described in described beam pier nose set, the described center that overall diameter puts than described beam pier nose The interior diameter of the diameter of the through wires hole described flange greatly and less than described beam pier nose set, when the specification of described extruding anchor pier nose is little extremely Interior diameter is less than the diameter of described center through wires hole, i.e. withstands the described extruding anchor pier nose tried to get to the heart of a matter described in described beam pier nose set The section of steel pipe can not be entirely located in the periphery of described center through wires hole, maybe when withstanding the institute tried to get to the heart of a matter described in described beam pier nose set State the shape of the termination of extruding anchor pier nose, with the described dish needing the described beam pier nose withstanding the side of described extruding anchor pier nose to overlap The shape of the periphery of the described center through wires hole at the end is not mated, it is necessary to described extruding anchor pier nose is filled in described extruding backing plate Described flange, indirectly withstand by trying to get to the heart of a matter described in described extruding backing plate described beam pier nose set described in try to get to the heart of a matter.

A kind of continuous suspension system of steel strand wires the most according to claim 6, it is characterised in that described extruding backing plate, institute State the central area tried to get to the heart of a matter described in extruding backing plate and leave coupling through wires hole, described coupling through wires hole, wear including sphere coupling String holes, aspheric surface coupling through wires hole, is not more than described center through wires hole diameter and described extruding anchor pier nose interior diameter for diameter One circular port, matches with described extruding anchor pier nose and the described steel strand wires overall diameter of different size, makes described steel strand wires permissible Pass, allow described extruding anchor pier nose cannot pass through and withstand described extruding anchor pier nose with trying to get to the heart of a matter described in described extruding backing plate, in The heart can be tried to get to the heart of a matter described in described extruding backing plate with the center superposition of described center through wires hole, and overall diameter puts than described beam pier nose The diameter of described center through wires hole greatly and less than the interior diameter of described flange of described beam pier nose set, the institute of described extruding backing plate State and try to get to the heart of a matter, be packed into described beam pier nose set and can withstand described beam pier nose set described in try to get to the heart of a matter；Described sphere coupling threading Hole, is the described coupling through wires hole of sphere for the periphery of the side withstanding described extruding anchor pier nose of described coupling through wires hole, with The termination of the described extruding anchor pier nose withstanding the periphery of described coupling through wires hole is that the described extruding anchor pier nose coupling of sphere uses, Described aspheric surface coupling through wires hole, the periphery for the side withstanding described extruding anchor pier nose of described coupling through wires hole is not ball The described coupling through wires hole in face, is not sphere with the termination of the described extruding anchor pier nose withstanding the described periphery mating through wires hole Described extruding anchor pier nose coupling uses；

Described crowded pressure pad plate, the described flange of described extruding backing plate, interior diameter is not less than described extruding anchor pier nose or clamps institute State the overall diameter of the described protection nut of extruding anchor pier nose, the described flange of described extruding backing plate, be enclosed within described extruding anchor pier nose Or on described protection nut；

Described protection nut, described nut section, for one section and one end of a round steel pipe of described protection nut, have and make Outer polygonal profile or the groove of described protection nut is rotated with instrument；Described spacing pipeline section, for a circle of described protection nut Other one section and one end of shape steel pipe, with the described same steel pipe of nut Duan Kewei, overall diameter can be identical, and interior diameter is identical and together Scribe internal thread, described spacing pipeline section, towards described beam pier nose set, it is packed into the described of described beam pier nose set or described extruding backing plate Flange, rotates described protection nut, allows the termination of described outer silk section of described extruding anchor pier nose, leaks outside at described spacing pipeline section Outward, directly withstand and try to get to the heart of a matter described in described beam pier nose set or described extruding backing plate；

Described nut clamping device, for be positioned at described protection nut described 2 half 1 folding of 2 edge joint positions and 1 institute State splicing securing member, it is also possible to replace described nut clamping device with 2 described splicing securing members；Described nut clamping device, After allowing described the 2 half of described protection nut be enclosed within the described outer silk section of described extruding anchor pier nose, allow described protection nut Clamp described outer silk section；The folding of described nut clamping device, is fixed on described the 2 half of described protection nut, by described guarantor Protect described 2 half-connections of nut together, and make can relatively rotate between described the 2 half of described protection nut；

Described position-limited rack, it is allowed to described twin I-beam and described spacing steel pipe can be along described vertical in described arm-tie stop collar To slip, and stop described twin I-beam along described longitudinal vertical direction displacement, described anchor pier head extruder, it is possible to use 1 strengthens the firm of described longitudinal vertical direction between described twin I-beam and described termination arm-tie to multiple described position-limited racks Degree, it is also possible to be not provided with described position-limited rack；Described spacing steel pipe, is a steel pipe, and outside nut is carved with in one end, limits from described arm-tie Position set is inserted into being screwed in described beam stop collar；Described arm-tie stop collar, is a steel thimble, is fixed on described termination arm-tie On, described longitudinally central axis and described instrument axis parallel；Described beam stop collar, is a steel thimble, is carved with interior spiral shell Silk, is fixed on described twin I-beam, described longitudinally central axis and the described longitudinally central axle of described arm-tie stop collar Line overlaps.