CN110206305A - A kind of steel reinforcement cage and the whole straight anchoring bit architecture of steel form - Google Patents

A kind of steel reinforcement cage and the whole straight anchoring bit architecture of steel form Download PDF

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Publication number
CN110206305A
CN110206305A CN201910415585.6A CN201910415585A CN110206305A CN 110206305 A CN110206305 A CN 110206305A CN 201910415585 A CN201910415585 A CN 201910415585A CN 110206305 A CN110206305 A CN 110206305A
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CN
China
Prior art keywords
steel
connecting rod
raft
shape
plate
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Granted
Application number
CN201910415585.6A
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Chinese (zh)
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CN110206305B (en
Inventor
杨可可
屈磊
昝俊锋
吴东
贠子斌
陈磊
刘一智
梁毅
庄稼
魏治水
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SCEGC No 5 Construction Engineering Group Co Ltd
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SCEGC No 5 Construction Engineering Group Co Ltd
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Priority to CN201910415585.6A priority Critical patent/CN110206305B/en
Publication of CN110206305A publication Critical patent/CN110206305A/en
Application granted granted Critical
Publication of CN110206305B publication Critical patent/CN110206305B/en
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/0604—Prismatic or cylindrical reinforcement cages composed of longitudinal bars and open or closed stirrup rods
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/168—Spacers connecting parts for reinforcements and spacing the reinforcements from the form
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

The invention discloses the whole straight anchoring bit architectures of a kind of steel reinforcement cage and steel form, including location base and steel reinforcement cage and steel form integral structure, steel reinforcement cage and steel form integral structure are cooperated by suspender and the straight anchor of location base, location base includes raft foundation and the steel form locating rack that is arranged in raft foundation in reserved opening, the reserved opening of raft foundation be located at reserved column sink basis reserved hole surface.Steel reinforcement cage is placed in steel form by the present invention by the first L shape steel formwork supporting plate and the 2nd L shape steel formwork supporting plate assembly, steel reinforcement cage and steel form are fixed as one using the cooperation of jacking, main reinforcement connecting tube, main reinforcement connection sleeve and main reinforcement fixes sleeve, the raft slab muscle installation site of reserved opening is horizontally through using the positioning of raft plate steel bar positioning frame, it avoids colliding or stopping when later period raft slab muscle is interspersed to steel reinforcement cage main reinforcement, and the punching block Board position in the steel reinforcement cage and steel form that integration connects is positioned using steel form locating rack, simplify working procedure.

Description

A kind of steel reinforcement cage and the whole straight anchoring bit architecture of steel form
Technical field
The invention belongs to the whole straight positioning of anchor technical fields of steel reinforcement cage and steel form, and in particular to a kind of steel reinforcement cage and punching block The whole straight anchoring bit architecture of plate.
Background technique
With China's economic development, in engineering construction, building surface in big industrial factory, logistic storage are more and more, using steel structure, PC, cast-in-place concrete composite construction are more, and for cast-in-situ concrete columns as main load-bearing pillar, making speed becomes restriction PC structure The key that part, roof truss are installed.Traditional erection construction scaffold, template dissipate spelling, concrete cast-in-situ construction technology has not been suitable for greatly The construction of type industrial premises, logistic storage.Tradition cast-in-place column construction, when construction, need to set up operation scaffold, reinforcing bar binding, template Install etc. to complete at the construction field (site), and construction efficiency is low, mechanization degree is low, labour demand is big, while influencing PC, steel structure work Sequence is carried out, and on the basis of guaranteeing construction period and Forming Quality, is optimized cast-in-situ concrete columns construction drawing and construction technology, is changed Kind instruments of labour change labor style, by mechanization coordinative construction to meet the requirement for exempting from erection construction operation scaffold, adopt With column steel reinforcement cage and column template installation on ground, integral hoisting construction technology, simplify working procedure, keeps logistic storage construction site mixed The batch production of the solidifying cast-in-place column of soil, standardized construction, are ensureing green construction and construction safety simultaneously, are improving speed of application and construction Quality.
Summary of the invention
In view of the above-mentioned deficiencies in the prior art, the technical problem to be solved by the present invention is that provide a kind of steel reinforcement cage with The whole straight anchoring bit architecture of steel form, it is novel in design reasonable, it is spelled by the first L shape steel formwork supporting plate and the 2nd L shape steel formwork supporting plate Steel reinforcement cage is placed in steel form by dress, utilizes jacking, the cooperation of main reinforcement connecting tube, main reinforcement connection sleeve and main reinforcement fixes sleeve Steel reinforcement cage and steel form are fixed as one, convenient for the later period to steel reinforcement cage and steel form integral hoisting, positioned using raft slab muscle Frame positions the raft slab muscle installation site for being horizontally through reserved opening, and control is simple and fast, avoids later period raft slab muscle to steel reinforcement cage It collides or stops when main reinforcement is interspersed, and utilize the punching block in the steel reinforcement cage and steel form of the positioning integration connection of steel form locating rack Board position, and then realize the positioning to steel reinforcement cage, simplify working procedure, convenient for promoting the use of.
In order to solve the above technical problems, the technical solution adopted by the present invention is that: the whole straight anchor of a kind of steel reinforcement cage and steel form Location structure, it is characterised in that: including steel reinforcement cage and steel form integral structure and integrated with steel form with the steel reinforcement cage The location base of structure cooperation, the steel reinforcement cage and steel form integral structure are cooperated by suspender and the straight anchor of location base, institute Stating location base includes being arranged on the basis of reserved column sinks and being provided with the raft foundation of reserved opening and be arranged in reserved opening Steel form locating rack, the reserved opening of the raft foundation be located at reserved column sink basis reserved hole surface, the raft There are four the positioning datum bar for positioning the steel form locating rack, the raft foundations for the reserved opening side setting on plate basis Reserved opening is horizontally through including raft board concrete and the raft slab muscle being cast in the raft board concrete and for positioning The raft plate steel bar positioning frame of raft slab muscle, raft slab muscle are welded with eight at the position of reserved opening and extend perpendicularly out raft foundation And the anchor pole for positioning the steel form locating rack, raft plate steel bar positioning frame are from top to bottom equipped with four layers and are respectively used to position It is horizontally through the raft slab muscle position-limit mechanism of the raft slab muscle of reserved opening, the steel form locating rack includes two parallel settings The first positioning beam and two the second positioning beams that are parallel and being fixedly mounted between two the first positioning beams, the first positioning beam Both ends be separately installed with the positioning seat with the cooperation of positioning datum bar, the positioning with the cooperation of positioning datum bar is provided on positioning seat Frame sleeve, eight anchor poles are made of four groups of anchor pole groups, and four groups of anchor pole groups and four positioning seats correspond, the anchor pole group setting It is corresponding fixed to be located in corresponding positioning seat and two anchor poles between its second nearest positioning beam and in the anchor pole group The two sides of position seat, there are two press beams for setting in two the first positioning beams, and press beam is parallel with the second positioning beam, the anchor of two groups of anchor pole groups Bar passes through a press beam far from one end of raft foundation and is fixedly connected by anchor pole sleeve with a press beam, another two groups of anchor pole groups Anchor pole pass through and another press beam and be fixedly connected by anchor pole sleeve with another press beam, anchor pole far from one end of raft foundation It is fixedly connected by press beam backing plate with press beam, the first positioning beam and the second positioning beam are hollow structure, the first positioning beam and Offer multiple first connecting holes on the outer panel of two positioning beams, the first nut be arranged on the medial surface of positioning beam outer panel and It is connected to the first connecting hole；
The steel reinforcement cage and steel form integral structure include for cross-brace steel form mounting plate and with it is described The jacking of steel form cooperation, steel reinforcement cage are placed in the steel form, and the reserved end in the bottom of steel reinforcement cage extend out to the steel form Outside, the steel form is the top of the steel form, the top of the steel form far from one end that end is reserved in the bottom of steel reinforcement cage Be fixedly connected by steel form top sealing plate with jacking, the steel form include the first L shape steel formwork supporting plate and with the first L shape steel 2nd L shape steel formwork supporting plate of formwork supporting plate cooperation, the structure ruler of the first L shape steel formwork supporting plate and the 2nd L shape steel formwork supporting plate Very little all the same, the first L shape steel formwork supporting plate includes L shape steel facing, the secondary muscle layer being fixed on L shape steel facing lateral surface, consolidates The main reinforcement layer being scheduled on the outside of the secondary muscle layer and the reinforcing layer being fixed on the outside of main ribs layer, main ribs layer is far from the steel The one end on the top of template and the steel form locating rack cooperate, the width of the thickness of main ribs layer and the first positioning beam and the The width of two positioning beams is equal, and main ribs layer is hollow structure, and multiple the are offered on the bottom end side wall of main ribs layer Two connecting holes, the second nut are arranged on the medial surface of the bottom end side wall of main reinforcement layer and are connected to the second connecting hole；
The steel reinforcement cage is fixedly connected by multiple fastening plates with the steel form locating rack with steel form integral structure, The quantity of the quantity of first connecting hole, the quantity of the second connecting hole and fastening plates it is equal and correspond, the first fastening bolt according to Secondary to connect across fastening plates and the first connecting hole with the first nut thread, the second fastening bolt sequentially passes through fastening plates and second and connects Hole is connect to connect with the second nut thread；
The reserved end in the bottom of main reinforcement stretches to reserved column sinking basis across the reserved opening of the raft foundation in steel reinforcement cage Interior, the bottom of main reinforcement is reserved in steel reinforcement cage holds and is horizontally through contactless between the raft slab muscle of reserved opening.
A kind of whole straight anchoring bit architecture of above-mentioned steel reinforcement cage and steel form, it is characterised in that: the raft slab muscle positioning Frame is cube frame structure, and the raft plate steel bar positioning frame includes that the first upright bar, the second upright bar, third upright bar and the 4th are vertical Bar is connected with first connecting rod and second connecting rod, connects between the second upright bar and third upright bar between the first upright bar and the second upright bar There are third connecting rod and fourth link, the 5th connecting rod and six-bar linkage, the 4th upright bar are connected between third upright bar and the 4th upright bar And first be connected with seven-link assembly and the 8th connecting rod between upright bar, between first connecting rod and second connecting rod, third connecting rod and the 4th It is reinforced by multiple reinforcing rods between connecting rod, between the 5th connecting rod and six-bar linkage, between seven-link assembly and the 8th connecting rod, the One connecting rod and the 5th connecting rod are contour, and second connecting rod and six-bar linkage are contour, and third connecting rod and seven-link assembly are contour, fourth link and 8th connecting rod is contour, and the height of first connecting rod is lower than the height of third connecting rod, and the height of second connecting rod is higher than the height of fourth link Degree, raft slab muscle position-limit mechanism include multiple raft slab muscle limit bases, and first layer raft slab muscle position-limit mechanism is mounted on the 4th company Raft slab muscle limit base quantity on bar and the 8th connecting rod and in fourth link and the 8th connecting rod is equal and corresponds, the second layer Raft slab muscle position-limit mechanism is mounted on the limit of the raft slab muscle on second connecting rod and six-bar linkage and on second connecting rod and six-bar linkage Position seat quantity is equal and corresponds, and third layer raft slab muscle position-limit mechanism is mounted on first connecting rod and the 5th connecting rod and first Raft slab muscle limit base quantity on connecting rod and the 5th connecting rod is equal and corresponds, the 4th layer of raft slab muscle position-limit mechanism installation Raft slab muscle limit base quantity on third connecting rod and seven-link assembly and on third connecting rod and seven-link assembly is equal and one is a pair of It answers, the bottom of raft plate steel bar positioning frame is provided with multiple fixing pieces, the side that raft plate steel bar positioning frame is contacted with raft board concrete It is provided with fast-easy closing-up net.
A kind of whole straight anchoring bit architecture of above-mentioned steel reinforcement cage and steel form, it is characterised in that: the raft slab muscle limit Seat is U-lag steel or two baffles perpendicular to connecting rod, in the U-lag steel or two two sidewalls perpendicular to the baffle of connecting rod Width is equal to the outer diameter of raft slab muscle, and the height difference between first connecting rod and third connecting rod is equal with the outer diameter of raft slab muscle, and second connects Height difference between bar and fourth link is equal with the outer diameter of raft slab muscle, and first connecting rod, second connecting rod, the 5th connecting rod and the 6th connect The direction for the raft slab muscle limit base installed on bar is consistent, installs on third connecting rod, fourth link, seven-link assembly and the 8th connecting rod Raft slab muscle limit base direction it is consistent, straight line where the raft slab muscle limit base length direction installed on first connecting rod and the Straight line where the raft slab muscle limit base length direction installed in three-link is vertical.
The whole straight anchoring bit architecture of above-mentioned a kind of steel reinforcement cage and steel form, it is characterised in that: the secondary muscle layer includes more It is a it is parallel be fixed on L shape steel facing lateral surface and vertically arranged secondary muscle, the length and the height phase of L shape steel facing of secondary muscle Deng steel form top sealing plate is arranged on the secondary muscle and L shape steel facing on the top of the steel form, offers on steel form top sealing plate Multiple through-holes, jacking include the outer ring stand of jacking and contour with ring stand outside the jacking and the top outside the jacking in ring stand is arranged in Interior ring stand is held in the palm, there are jacking gap between the outer ring stand of the jacking and jacking interior ring stand, the width in the jacking gap is not less than The diameter of steel reinforcement cage main reinforcement is fixedly connected between the outer ring stand of the jacking and jacking interior ring stand by multiple jacking link blocks, institute Stating the outer ring stand of jacking includes jacking chassis and jacking top plate, is reinforced between jacking chassis and jacking top plate by jacking reinforcing rib, Multiple jacking mounting holes are offered on jacking chassis, the quantity of jacking mounting hole is equal with the quantity of the through-hole and one is a pair of It answers, main reinforcement, which is located at outside the one end on the top of the steel form, in steel reinforcement cage is provided with external screw thread, and the both ends of main reinforcement connecting tube are all provided with It is equipped with external screw thread, a main reinforcement is located at the one end on top of the steel form in steel reinforcement cage and one end of main reinforcement connecting tube passes through setting Internal thread main reinforcement connects sleeve and is threadedly coupled, and the other end of main reinforcement connecting tube passes through jacking gap and setting internal thread Main reinforcement fixes sleeve is threadedly coupled, and the fixed backing plate of main reinforcement is provided between main reinforcement fixes sleeve and jacking, the fixed backing plate of main reinforcement Width is greater than the width in jacking gap.
A kind of above-mentioned steel reinforcement cage and the whole straight anchoring bit architecture of steel form, it is characterised in that: the mounting plate includes Multiple platform buttresses, the length of platform buttress are equal to the width of the steel form；The quantity of main ribs connecting tube be it is multiple, it is more A main reinforcement connecting tube, which is centrosymmetric, to be distributed at steel reinforcement cage main reinforcement external position.
The whole straight anchoring bit architecture of above-mentioned a kind of steel reinforcement cage and steel form, it is characterised in that: main ribs layer includes more It is a along secondary muscle length direction setting and the parallel L shape main reinforcement being fixed on the outside of the secondary muscle layer, the reinforcing layer includes multiple Parallel to be fixed on L shape main reinforcement outside and vertically arranged back cord, there are two vertical edges acies, L shape steel facings for L shape steel facing tool At the right angle corner position of inside and any vertical edges acies is mounted on inclined chamfering plate, the both ends of L shape main reinforcement It is mounted on to angle steel is drawn, tenses hole to drawing to offer on angle steel, L shape main reinforcement includes that two structure sizes are consistent and parallel set The L shape transverse direction bearing plate set, two L shapes there are gap between two L shape transverse direction bearing plates in L shape main reinforcement, in L shape main reinforcement Lateral bearing plate is connected by multiple connecting plates, and the width in gap is not less than the internal diameter for tensing hole, the first L shape steel formwork supporting plate The marginal end that the marginal end for being equipped with inclined chamfering plate is not installed with inclined chamfering plate with the 2nd L shape steel formwork supporting plate is matched It closes, the L shape steel facing in L shape steel facing and the 2nd L shape steel formwork supporting plate in the first L shape steel formwork supporting plate surrounds hollow Rectangular cylinder, at the first L shape steel formwork supporting plate and the 2nd L shape steel formwork supporting plate contact position on the outside of be fixedly installed with it is close Angle steel is sealed, the first L shape steel formwork supporting plate is fixedly connected with the 2nd L shape steel formwork supporting plate by multiple lacing wires, the number of lacing wire Amount with to drawing the quantity of angle steel equal and one-to-one correspondence, one end of any lacing wire sequentially passes through the in any L shape steel formwork supporting plate It is corresponding tension hole in one L shape steel formwork supporting plate, corresponding gap in the first L shape steel formwork supporting plate, corresponding in the 2nd L shape steel formwork supporting plate Gap and the 2nd L shape steel formwork supporting plate in corresponding with the 2nd L shape steel formwork supporting plate to drawing, angle steel is fixed to be connected in corresponding tension hole It connects, the other end of any lacing wire is corresponding with the first L shape steel formwork supporting plate to be fixedly connected with drawing angle steel.
The whole straight anchoring bit architecture of above-mentioned a kind of steel reinforcement cage and steel form, it is characterised in that: the vertical edges acies One end of chamfering plate is fixed on the vertical edges acies of L shape steel facing, and the other end of the chamfering plate of vertical edges acies passes through support Plate is fixed on the vertical edges acies of same L shape steel facing, and support plate is perpendicular to panel connected to it, support plate and another L Shape steel formwork supporting plate is not installed with the face plate edge end parallel contact of inclined chamfering plate, the length of chamfering plate and the length of support plate It is equal with the height of L shape steel facing.
A kind of whole straight anchoring bit architecture of above-mentioned steel reinforcement cage and steel form, it is characterised in that: the length of the sealing angle steel Degree is equal with the height of L shape steel facing, seals two L-squares of angle steel respectively by high-strength screw and two L shape steel formwork supporting plates In the end time muscle of time muscle layer be fixedly connected, L shape main reinforcement is perpendicular to secondary muscle, the length and the height phase of main ribs layer of back cord Deng.
The whole straight anchoring bit architecture of above-mentioned a kind of steel reinforcement cage and steel form, it is characterised in that: be provided with outside the lacing wire External screw thread, the both ends of lacing wire are respectively installed with sleeve, and sleeve is threadedly engaged with lacing wire, and sleeve is by backing plate and to the outer of drawing angle steel Side is fixedly connected, and any panel angle of the lacing wire and L shape steel facing is 40 °~50 °.
A kind of whole straight anchoring bit architecture of above-mentioned steel reinforcement cage and steel form, it is characterised in that: the one of described pair of drawing angle steel A "-" type edge is welded on the end of L shape main reinforcement, another "-" type edge of described pair of drawing angle steel is welded on L shape main reinforcement On, and it is parallel with secondary muscle length direction to straight line where two "-" type edges for drawing angle steel, it tenses hole and is provided with to drawing angle On the L-square of end of the steel far from L shape main reinforcement；
The jacking chassis is connected with steel form top sealing plate by fastener, the fastener include bolt and with the spiral shell The nut of bolt cooperation, the end of thread of the bolt sequentially pass through jacking mounting hole and through-hole corresponding with the jacking mounting hole with Nut thread connection；The steel reinforcement cage is cubic type steel reinforcement cage, and protective layer is the rigid square cooperated with cubic type steel reinforcement cage Shape ring structure.
Compared with the prior art, the present invention has the following advantages:
1, in the steel reinforcement cage and steel form integral structure that use of the present invention steel form pass through the first L shape steel formwork supporting plate and with 2nd L shape steel formwork supporting plate of the first L shape steel formwork supporting plate cooperation forms the closed steel form of four walls, and dock integrated design is kept away Exempt to dissipate the complicated problem of bring construction of spelling, the structure size of the first L shape steel formwork supporting plate and the 2nd L shape steel formwork supporting plate is all the same, When producing manufacture in enormous quantities, without considering the matching problem of L shape steel formwork supporting plate, the combination of any two L shape steel formwork supporting plate is Steel form is constituted, and does not have precedence when the assembling of two L shape steel formwork supporting plates, using simple, passes through the first L shape steel formwork supporting plate Steel reinforcement cage is placed in the steel form with the 2nd L shape steel formwork supporting plate assembly, is connected using jacking, main reinforcement connecting tube, main reinforcement Steel reinforcement cage and steel form are fixed as one by the cooperation of sleeve and main reinforcement fixes sleeve, whole with steel form to steel reinforcement cage convenient for the later period Body lifting, convenient for promoting the use of.
2, the present invention is positioned by presetting raft plate steel bar positioning frame in raft foundation using raft plate steel bar positioning frame It is horizontally through the raft slab muscle installation site of reserved opening, the control installation of the raft slab muscle of reserved opening, operation are passed through convenient for the later period Simply, the construction time is saved, avoids colliding or stopping when later period raft slab muscle is interspersed to steel reinforcement cage main reinforcement, it is reliable and stable, it uses Effect is good.
3, the present invention is positioned by setting steel form locating rack to the punching block Board position in steel reinforcement cage and steel form, Jin Ershi Now to the positioning of steel reinforcement cage, by two the first positioning beams and two the second positioning beam cooperations, the thickness of main reinforcement layer and first is determined The width and the width of the second positioning beam of position beam are equal, i.e., by steel reinforcement cage and steel form integral structure by suspender lift to On steel form locating rack, it is completely covered in the top of steel form locating rack subject to the second positioning beam, i.e., using the bottom end of main reinforcement layer The positioning of steel reinforcement cage and steel form integral structure can be achieved, last steel reinforcement cage and steel form integral structure pass through multiple fastenings Plate is fixedly connected with the steel form locating rack, good positioning effect.
4, the present invention passes through positioning datum bar and locating rack set using the position of positioning datum bar positioning steel form locating rack The cooperation of cylinder adjusts the level of steel form locating rack, meanwhile, eight, which are positioned, using positioning datum bar extends perpendicularly out raft foundation The position of anchor pole, anchor pole are anchored in raft foundation in advance, improve anchor rod anchored intensity, when steel form locating rack accurate positioning and After installing, on the top surface for being fixed on raft foundation that is fastened steel form locating rack using press beam, eight anchor poles are by four groups of anchors Bar group is constituted, and four groups of anchor pole groups and four positioning seats correspond, and corresponding positioning seat and nearest with it is arranged in anchor pole group The purpose for the two sides that two anchor poles between second positioning beam and in the anchor pole group are located at corresponding positioning seat is that press beam is being pressed When the first positioning beam, at the position that the first positioning beam of guarantee and press beam are intersected, the equal pressable in the two sides of the first positioning beam is fixed, and is protected The solid and reliable of steel form locating rack is demonstrate,proved.
In conclusion the present invention is novel in design rationally, it is assembled by the first L shape steel formwork supporting plate and the 2nd L shape steel formwork supporting plate Steel reinforcement cage is placed in steel form, it will using the cooperation of jacking, main reinforcement connecting tube, main reinforcement connection sleeve and main reinforcement fixes sleeve Steel reinforcement cage is fixed as one with steel form, convenient for the later period to steel reinforcement cage and steel form integral hoisting, utilizes raft plate steel bar positioning frame Positioning is horizontally through the raft slab muscle installation site of reserved opening, and control is simple and fast, avoids later period raft slab muscle to steel reinforcement cage master It collides or stops when muscle is interspersed, and utilize the steel form in the steel reinforcement cage and steel form of the positioning integration connection of steel form locating rack Position, and then realize the positioning to steel reinforcement cage, simplify working procedure, convenient for promoting the use of.
Below by drawings and examples, technical scheme of the present invention will be described in further detail.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention.
Fig. 2 is the connection relationship diagram of raft plate steel bar positioning frame of the present invention, raft slab muscle and fast-easy closing-up net.
Fig. 3 is the structural schematic diagram of raft plate steel bar positioning frame of the present invention.
Fig. 4 is the connection relationship diagram of steel form locating rack of the present invention, anchor pole, positioning datum bar and press beam.
Fig. 5 is the top view of Fig. 4.
Fig. 6 is the connection relationship diagram of steel reinforcement cage of the present invention and steel form.
Fig. 7 is the left view of Fig. 6.
Fig. 8 is the positional diagram of L a shape steel formwork supporting plate and mounting plate of the invention.
Fig. 9 is the partial enlarged view in Fig. 8 at A.
Figure 10 is the structural schematic diagram of jacking of the present invention.
Figure 11 is the installation relation schematic diagram of steel form of the present invention, steel reinforcement cage, jacking and main reinforcement connecting tube.
Description of symbols:
1-L shape steel facing；2-secondary muscle；3-L shape main reinforcements；
4-back cords；5-to drawing angle steel；6-backing plates；
7-sleeves；8-sealing angle steel；9-lacing wires；
10-chamfering plates；11-L shape transverse direction bearing plates；12-connecting plates；
13-tense hole；14-gaps；15-support plates；
16-platform buttresses；17-jackings；17-1-jacking chassis；
17-2-jacking top plate；17-3-jacking reinforcing rib；17-4-jacking mounting hole；
17-5-jacking interior ring stand；17-6-jacking link block；17-7-jacking gap；
18-main reinforcement connecting tubes；19-main reinforcements connect sleeve；20-main reinforcement fixes sleeves；
21-steel reinforcement cages；21-1-protective layer；22-steel form top sealing plates；
23-main reinforcements fix backing plate；24-raft plate steel bar positioning frames；The first upright bar of 24-1-；
The second upright bar of 24-2-；24-3-third upright bar；The 4th upright bar of 24-4-；
24-5-first connecting rod；24-6-second connecting rod；24-7-third connecting rod；
24-8-fourth link；The 5th connecting rod of 24-9-；24-10-six-bar linkage；
24-11-seven-link assembly；The 8th connecting rod of 24-12-；
24-13-raft slab muscle limit base；24-14-reinforcing rod；
24-15-fixing piece；25-raft slab muscle；
26-fast-easy closing-up nets；27-anchor poles；28-the first positioning beam；
29-the second positioning beam；30-positioning seats；31-positioning datum bars；
32-press beams；33-press beam backing plates；34-the first nut；
35-the first connecting hole；36-locating rack sleeves；37-anchor pole sleeves；
38-bed courses；39-reserved columns sink basic；40-fastening plates；
41-the second fastening bolt；42-the first fastening bolt；43-the second nut；
44-the second connecting hole.
Specific embodiment
As shown in Figure 1 to 11, the present invention include steel reinforcement cage and steel form integral structure and with the steel reinforcement cage and steel The location base of template integral structure cooperation, the steel reinforcement cage are straight by suspender and location base with steel form integral structure Anchor cooperation, the location base include that reserved column is arranged in sink on basis 39 and be provided with raft foundation and the setting of reserved opening Steel form locating rack in reserved opening, reserved column, which sinks, is equipped with bed course 38, the bed course between basis 39 and raft foundation Be reserved with bed course reserved opening on 38, the reserved opening of the raft foundation be located at reserved column sink basis 39 reserved hole just on Side, the sink reserved hole on basis 39 of the reserved opening of raft foundation, reserved column are connected to bed course reserved opening, the raft foundation it is pre- Stay mouthful side setting there are four the positioning datum bar 31 for positioning the steel form locating rack, the raft foundation includes raft plate Concrete and the raft slab muscle 25 being cast in the raft board concrete and for positioning the raft slab for being horizontally through reserved opening The raft plate steel bar positioning frame 24 of muscle 25, raft slab muscle 25 are welded with eight at the position of reserved opening and extend perpendicularly out raft foundation And the anchor pole 27 for positioning the steel form locating rack, raft plate steel bar positioning frame 24 are from top to bottom equipped with four layers and are respectively used to Positioning is horizontally through the raft slab muscle position-limit mechanism of the raft slab muscle 25 of reserved opening, and the steel form locating rack includes two equal The first positioning beam 28 and two the second positioning beams that are parallel and being fixedly mounted between two the first positioning beams 28 of row setting 29, the both ends of the first positioning beam 28 are separately installed with the positioning seat 30 cooperated with positioning datum bar 31, are provided on positioning seat 30 The locating rack sleeve 36 cooperated with positioning datum bar 31, eight anchor poles 27 are made of four groups of anchor pole groups, four groups of anchor pole groups and four Positioning seat 30 corresponds, the anchor pole group be arranged between corresponding positioning seat 30 and second positioning beam 29 nearest it and Two anchor poles 27 in the anchor pole group are located at the two sides of corresponding positioning seat 30, in two the first positioning beams 28 there are two settings Press beam 32, press beam 32 is parallel with the second positioning beam 29, and the anchor pole 27 of two groups of anchor pole groups passes through one far from one end of raft foundation It press beam 21 and is fixedly connected with a press beam 21 by anchor pole sleeve 37, the anchor pole 27 of another two groups of anchor pole groups is far from raft foundation One end passes through another press beam 21 and is fixedly connected by anchor pole sleeve 37 with another press beam 21, and anchor pole 27 passes through press beam backing plate 33 are fixedly connected with press beam 21, and the first positioning beam 28 and the second positioning beam 29 are hollow structure, the first positioning beam 28 and second Multiple first connecting holes 35 are offered on the outer panel of positioning beam 29, the medial surface of positioning beam outer panel is arranged in the first nut 34 Above and with the first connecting hole 35 it is connected to；
The steel reinforcement cage and steel form integral structure include for cross-brace steel form mounting plate and with it is described The jacking 17 of steel form cooperation, steel reinforcement cage 21 are placed in the steel form, and the reserved end in the bottom of steel reinforcement cage 21 extend out to described Outside steel form, the steel form is the top of the steel form, the punching block far from one end that end is reserved in the bottom of steel reinforcement cage 21 The top of plate is fixedly connected by steel form top sealing plate 22 with jacking 17, the steel form including the first L shape steel formwork supporting plate and with 2nd L shape steel formwork supporting plate of the first L shape steel formwork supporting plate cooperation, the first L shape steel formwork supporting plate and the 2nd L shape steel branch The structure size of template is all the same, and the first L shape steel formwork supporting plate includes L shape steel facing 1, is fixed on 1 lateral surface of L shape steel facing On secondary muscle layer, the main reinforcement layer being fixed on the outside of the secondary muscle layer and the reinforcing layer being fixed on the outside of main ribs layer, the master The one end on top of the muscle layer far from the steel form and the steel form locating rack cooperate, and the thickness of main ribs layer and first is determined The width of position beam 28 and the width of the second positioning beam 29 are equal, and main ribs layer is hollow structure, the bottom end of main ribs layer Offer multiple second connecting holes 44 on side wall, the second nut 43 is arranged on the medial surface of the bottom end side wall of main reinforcement layer and with The connection of two connecting holes 44；
The steel reinforcement cage and steel form integral structure pass through multiple fastening plates 40 and the fixed company of the steel form locating rack It connects, the quantity of the quantity of the first connecting hole 35, the quantity of the second connecting hole 44 and fastening plates 40 is equal and corresponds, and first is tight Fixing bolt 42 sequentially passes through fastening plates 40 and the first connecting hole 35 is threadedly coupled with the first nut 34, and the second fastening bolt 41 is successively It is threadedly coupled across fastening plates 40 and the second connecting hole 44 with the second nut 43；
The reserved end in the bottom of main reinforcement stretches to reserved column sinking base across the reserved opening of the raft foundation in steel reinforcement cage 21 The bottom of main reinforcement is reserved in plinth 39, in steel reinforcement cage 21 holds and is horizontally through contactless between the raft slab muscle 25 of reserved opening.
It should be noted that steel reinforcement cage is placed on institute by the first L shape steel formwork supporting plate and the 2nd L shape steel formwork supporting plate assembly It states in steel form, using the cooperation of jacking 17, main reinforcement connecting tube 18, main reinforcement connection sleeve 19 and main reinforcement fixes sleeve 20 by reinforcing bar Cage is fixed as one with steel form, convenient for the later period to steel reinforcement cage and steel form integral hoisting；By being set in advance in raft foundation Raft plate steel bar positioning frame is set, 25 installation site of raft slab muscle of reserved opening is horizontally through using the positioning of raft plate steel bar positioning frame, just The control installation of the raft slab muscle 25 of reserved opening is passed through in the later period, it is easy to operate, the construction time is saved, later period raft slab muscle is avoided 25 pairs of steel reinforcement cage main reinforcements are collided or are stopped when interspersed, reliable and stable；It is positioned by setting steel form locating rack to steel reinforcement cage and steel Punching block Board position in template, and then realize the positioning to steel reinforcement cage, it is positioned by two the first positioning beams 28 and two second Beam 29 cooperates, and the thickness of main reinforcement layer is equal with the width of the first positioning beam 28 and the width of the second positioning beam 29, i.e., by reinforcing bar Cage and steel form integral structure are lifted by suspender to steel form locating rack, and punching block is completely covered using the bottom end of main reinforcement layer In the top of plate locating rack subject to the second positioning beam 29, the positioning of steel reinforcement cage Yu steel form integral structure can be realized, finally Steel reinforcement cage is fixedly connected by multiple fastening plates 40 with the steel form locating rack with steel form integral structure, locating effect It is good；The position that steel form locating rack is positioned using positioning datum bar 31 passes through matching for positioning datum bar 31 and locating rack sleeve 36 The level for adjusting steel form locating rack is closed, meanwhile, eight anchor poles for extending perpendicularly out raft foundation are positioned using positioning datum bar 31 27 position, anchor pole 27 are anchored in raft foundation in advance, 27 anchoring strength of anchor pole are improved, when steel form locating rack accurate positioning And after installing, on the top surface for being fixed on raft foundation that is fastened steel form locating rack using press beam 32, eight anchor poles 27 by Four groups of anchor pole groups are constituted, and four groups of anchor pole groups and four positioning seats 30 correspond, and anchor pole group is arranged in corresponding 30 He of positioning seat Two anchor poles 27 between its second nearest positioning beam 29 and in the anchor pole group are located at the two sides of corresponding positioning seat 30 Purpose be press beam 32 when pressing the first positioning beam 28, guarantee at position that the first positioning beam 28 and press beam 32 are intersected, first is fixed The equal pressable in two sides of position beam 28 is fixed, and ensure that the solid and reliable of steel form locating rack；In actual use, positioning datum bar 31 Leading screw and nut mechanism can be used in cooperation with locating rack sleeve 36.
In the present embodiment, the raft plate steel bar positioning frame 24 is cube frame structure, the raft plate steel bar positioning frame 24 Including the first upright bar 24-1, the second upright bar 24-2, third upright bar 24-3 and the 4th upright bar 24-4, the first upright bar 24-1 and second is vertical It is connected with first connecting rod 24-5 and second connecting rod 24-6 between bar 24-2, is connected between the second upright bar 24-2 and third upright bar 24-3 There are third connecting rod 24-7 and fourth link 24-8, is connected with the 5th connecting rod 24-9 between third upright bar 24-3 and the 4th upright bar 24-4 With six-bar linkage 24-10, seven-link assembly 24-11 and the 8th connecting rod are connected between the 4th upright bar 24-4 and the first upright bar 24-1 24-12, between first connecting rod 24-5 and second connecting rod 24-6, between third connecting rod 24-7 and fourth link 24-8, the 5th connecting rod Between 24-9 and six-bar linkage 24-10, pass through multiple reinforcing rod 24-14 between seven-link assembly 24-11 and the 8th connecting rod 24-12 It reinforces, first connecting rod 24-5 and the 5th connecting rod 24-9 are contour, and second connecting rod 24-6 and six-bar linkage 24-10 is contour, third connecting rod 24-7 and seven-link assembly 24-11 are contour, and fourth link 24-8 and the 8th connecting rod 24-12 are contour, and the height of first connecting rod 24-5 is low In the height of third connecting rod 24-7, the height of second connecting rod 24-6 is higher than the height of fourth link 24-8, raft slab muscle position restrainer Structure includes multiple raft slab muscle limit base 24-13, and first layer raft slab muscle position-limit mechanism is mounted on fourth link 24-8 and the 8th Raft slab muscle limit base 24-13 quantity on connecting rod 24-12 and on fourth link 24-8 and the 8th connecting rod 24-12 is equal and one by one It is corresponding, it is ridden on fourth link 24-8 and the 8th connecting rod 24-12 convenient for raft slab muscle 25 is horizontal, the limit of second layer raft slab muscle Mechanism is mounted on the raft plate on second connecting rod 24-6 and six-bar linkage 24-10 and on second connecting rod 24-6 and six-bar linkage 24-10 Reinforcing bar limit base 24-13 quantity is equal and corresponds, and rides over second connecting rod 24-6 and the 6th convenient for 25 level of raft slab muscle On connecting rod 24-10, third layer raft slab muscle position-limit mechanism is mounted on first connecting rod 24-5 and the 5th connecting rod 24-9 and first connects Raft slab muscle limit base 24-13 quantity on bar 24-5 and the 5th connecting rod 24-9 is equal and corresponds, and is convenient for raft slab muscle 25 Horizontal rides on first connecting rod 24-5 and the 5th connecting rod 24-9, and the 4th layer of raft slab muscle position-limit mechanism is mounted on third connecting rod Raft slab muscle limit base 24-13 quantity on 24-7 and seven-link assembly 24-11 and on third connecting rod 24-7 and seven-link assembly 24-11 Equal and one-to-one correspondence rides on third connecting rod 24-7 and seven-link assembly 24-11, raft slab muscle convenient for raft slab muscle 25 is horizontal The bottom of locating rack 24 is provided with multiple fixing piece 24-15, and the side that raft plate steel bar positioning frame 24 is contacted with raft board concrete is set It is equipped with fast-easy closing-up net 26.
It should be noted that first connecting rod 24-5 and the 5th connecting rod 24-9 are contour, second connecting rod 24-6 and six-bar linkage 24- 10 is contour, and third connecting rod 24-7 and seven-link assembly 24-11 is contour, and fourth link 24-8 and the 8th connecting rod 24-12 are contour, and first connects The height of bar 24-5 is lower than the height of third connecting rod 24-7, and the height of second connecting rod 24-6 is higher than the height of fourth link 24-8, Inconsistent 25 erecting bed of raft slab muscle of four layer heights is obtained, the side that raft plate steel bar positioning frame 24 is contacted with raft board concrete is set The purpose for setting fast-easy closing-up net 26 is the reserved opening that raft foundation is flowed into when stopping raft board concrete to pour and reserved column sinking base In the reserved hole of plinth 39, while while pouring to raft board concrete to 24 boundary of raft plate steel bar positioning frame, manufactures hair side, after being convenient for The adhesion that concrete secondary pours when phase pours RC column.
In the present embodiment, the raft slab muscle limit base 24-13 is U-lag steel or two baffles perpendicular to connecting rod, institute State outer diameter of the two sidewalls inner width equal to raft slab muscle 25 of U-lag steel or two baffles perpendicular to connecting rod, first connecting rod 24-5 Height difference between third connecting rod 24-7 is equal with the outer diameter of raft slab muscle 25, between second connecting rod 24-6 and fourth link 24-8 Height difference it is equal with the outer diameter of raft slab muscle 25, first connecting rod 24-5, second connecting rod 24-6, the 5th connecting rod 24-9 and six-bar linkage The direction of the raft slab muscle limit base 24-13 installed on 24-10 is consistent, third connecting rod 24-7, fourth link 24-8, seven-link assembly The direction of the raft slab muscle limit base 24-13 installed on 24-11 and the 8th connecting rod 24-12 is consistent, installs on first connecting rod 24-5 Raft slab muscle limit base 24-13 length direction where the raft slab muscle limit base 24- that installs on straight line and third connecting rod 24-7 Straight line where 13 length directions is vertical.
It should be noted that U-lag steel or the two sidewalls inner width of two baffles perpendicular to connecting rod are equal to raft slab muscle 25 The purpose of outer diameter be to be not easy to move after raft slab muscle 25 is mounted on raft slab muscle limit base 24-13, it is adjacent convenient for calculating The spacing of two raft slab muscle 25 does accurate basis for the insertion of later period steel reinforcement cage main reinforcement, and first connecting rod 24-5 and third connect Height difference between bar 24-7 is equal with the outer diameter of raft slab muscle 25, control top layer raft slab muscle laying, second connecting rod 24-6 and Height difference between fourth link 24-8 is equal with the outer diameter of raft slab muscle 25, controls the laying of bottom raft slab muscle, first connecting rod The raft slab muscle installed on the raft slab muscle limit base 24-13 length direction place straight line and third connecting rod 24-7 installed on 24-5 The vertical purpose of straight line where limit base 24-13 length direction is the reinforcing bar stratum reticulare for obtaining two layers of intersection.
In the present embodiment, the secondary muscle layer include it is multiple it is parallel be fixed on it is on 1 lateral surface of L shape steel facing and vertically arranged Secondary muscle 2, the length of secondary muscle 2 is equal with the height of L shape steel facing 1, and the top of the steel form is arranged in steel form top sealing plate 22 On secondary muscle 2 and L shape steel facing 1 at end, offer multiple through-holes on steel form top sealing plate 22, jacking 17 include the outer ring stand of jacking with It is contour with ring stand outside the jacking and the jacking interior ring stand 17-5 outside the jacking in ring stand is set, the outer ring stand of the jacking with There are jacking gap 17-7 between jacking interior ring stand 17-5, and the width of the jacking gap 17-7 is not less than 21 main reinforcement of steel reinforcement cage Diameter is fixedly connected between the outer ring stand of the jacking and jacking interior ring stand 17-5 by multiple jacking link block 17-6, the top Holding in the palm outer ring stand includes passing through jacking between jacking chassis 17-1 and jacking top plate 17-2, jacking chassis 17-1 and jacking top plate 17-2 Reinforcing rib 17-3 is reinforced, and offers multiple jacking mounting hole 17-4 on the 17-1 of jacking chassis, the quantity of jacking mounting hole 17-4 with The quantity of the through-hole is equal and corresponds, and is provided with outside the one end on the top that main reinforcement is located at the steel form in steel reinforcement cage 21 External screw thread, the both ends of main reinforcement connecting tube 18 are provided with external screw thread, and a main reinforcement is located at the top of the steel form in steel reinforcement cage 21 One end and one end of main reinforcement connecting tube 18 connect the threaded connection of sleeve 19, main reinforcement connecting tube by the way that internal thread main reinforcement is arranged 18 other end passes through jacking gap 17-7 and is threadedly coupled with setting internal thread main reinforcement fixes sleeve 20, main reinforcement fixes sleeve The fixed backing plate 23 of main reinforcement is provided between 20 and jacking 17, the width of the fixed backing plate 23 of main reinforcement is greater than the width of jacking gap 17-7 Degree.
It should be noted that realizing the cross-brace of steel form by setting mounting plate, realizes ground-mounted, avoid Worker's high altitude operation, provides safety reliability, the steel form of use, by the first L shape steel formwork supporting plate and with the first L shape steel formwork 2nd L shape steel formwork supporting plate of plate cooperation forms the closed steel form of four walls, and dock integrated design avoids scattered bring of spelling from applying The structure size of the problem of work complexity, the first L shape steel formwork supporting plate and the 2nd L shape steel formwork supporting plate is all the same, makes when producing in enormous quantities When making, without considering the matching problem of L shape steel formwork supporting plate, the combination of any two L shape steel formwork supporting plate constitutes steel form, and There is no precedence when two L shape steel formwork supporting plate assemblings, using simple；Pass through the first L shape steel formwork supporting plate and the 2nd L shape steel formwork Steel reinforcement cage is placed in the steel form by plate assembly, and jacking 17 passes through multiple tops by ring stand outside jacking and jacking interior ring stand 17-5 Support link block 17-6 is fixedly connected, and the outer ring stand of jacking passes through multiple jacking reinforcing ribs by jacking chassis 17-1 and jacking top plate 17-2 17-3 is fixedly connected, and jacking mounting hole 17-4 is offered on the 17-1 of jacking chassis, on the one hand consolidating convenient for jacking 17 and steel form Dingan County's dress, on the other hand can mitigate the self weight of jacking 17, furthermore can be formed between ring stand outside jacking and jacking interior ring stand 17-5 Jacking gap 17-7 passes through convenient for main reinforcement connecting tube 18, connect convenient for the later period with steel reinforcement cage；By in main reinforcement connecting tube 18 Main reinforcement, which is located at outside the one end on the top of steel form, in both ends and steel reinforcement cage is arranged external screw thread, connects steel using main reinforcement connection sleeve 19 One end of a main reinforcement and main reinforcement connecting tube 18 in muscle cage is sleeved on main reinforcement connecting tube 18 across jacking using main reinforcement fixes sleeve 20 The other end in gap realizes the fixing assembling of steel reinforcement cage and steel form, is torn open convenient for construction in later period to jacking using two sleeves It unloads, it is reusable, it will using the cooperation of jacking 17, main reinforcement connecting tube 18, main reinforcement connection sleeve 19 and main reinforcement fixes sleeve 20 Steel reinforcement cage is fixed as one with steel form, convenient for the later period to steel reinforcement cage and steel form integral hoisting, simplifies working procedure.
In actual use, the top of steel form is fixedly connected by steel form top sealing plate 22 with jacking 17, main reinforcement connecting tube 18 diameter is consistent with the diameter of 21 main reinforcement of steel reinforcement cage, convenient for the connection with 21 main reinforcement of steel reinforcement cage of main reinforcement connecting tube 18, jacking The width of gap 17-7 is easy for the stretching of main reinforcement connecting tube 18 not less than the purpose of the diameter of 21 main reinforcement of steel reinforcement cage, and main reinforcement is fixed The purpose that the fixed backing plate 23 of main reinforcement is arranged between sleeve 20 and jacking 17 is to reinforce being fixedly connected for main reinforcement connecting tube 18 and jacking, The purpose of width of the width greater than jacking gap 17-7 of the fixed backing plate 23 of main reinforcement is can to open up in the fixed backing plate 23 of main reinforcement for master The hole that muscle connecting tube 18 passes through, and the fixed backing plate 23 of main reinforcement can be disposed across the outer ring stand of jacking and the top jacking interior ring stand 17-5, benefit Backing plate 23 is fixed with ring stand outside jacking and jacking interior ring stand 17-5 support main reinforcement, reinforces main reinforcement connecting tube 18, main reinforcement fixes sleeve 20 and jacking 17 connection.
In the present embodiment, the mounting plate includes multiple platform buttresses 16, and the length of platform buttress 16 is equal to the steel The width of template；The quantity of main ribs connecting tube 18 be it is multiple, multiple main reinforcement connecting tubes 18, which are centrosymmetric, is distributed in reinforcing bar At 21 main reinforcement external position of cage.
It should be noted that mounting plate includes multiple platform buttresses 16, the length of platform buttress 16 is equal to the punching block It is flat to avoid constructing biggish entirety using the weight of multiple platform buttress 16 shared steel forms and steel reinforcement cage for the width of plate Platform causes to take up a large area, waste of resource, increases input cost；The quantity of main reinforcement connecting tube 18 is multiple, multiple main reinforcement connections The purpose being distributed at 21 main reinforcement external position of steel reinforcement cage that is centrosymmetric of pipe 18 is to realize that jacking 17 and steel form and steel reinforcement cage connect Connect rear uniform force.
In the present embodiment, main ribs layer include it is multiple along the setting of secondary 2 length direction of muscle and it is parallel be fixed on it is described time L shape main reinforcement 3 on the outside of muscle layer, the reinforcing layer include multiple parallel being fixed on the outside of L shape main reinforcement 3 and vertically arranged back cord 4, L shape steel facings 1 tool is there are two vertical edges acies, at the right angle corner position of 1 inside of L shape steel facing and any vertical edges Acies is mounted on inclined chamfering plate 10, and the both ends of L shape main reinforcement 3 are mounted on to angle steel 5 is drawn, open up on angle steel 5 to drawing Have and tenses hole 13, the L shape transverse direction bearing plate 11 of the consistent and parallel setting including two structure sizes of L shape main reinforcement 3, L shape main reinforcement 3 In two L shape transverse direction bearing plates 11 between there are gap 14, two L shape transverse direction bearing plates 11 in L shape main reinforcement 3 pass through multiple Connecting plate 12 connects, and not less than the internal diameter for tensing hole 13, the first L shape steel formwork supporting plate is equipped with inclined the width in gap 14 The marginal end that the marginal end of chamfering plate 10 and the 2nd L shape steel formwork supporting plate are not installed with inclined chamfering plate 10 cooperates, described The L shape steel facing 1 in L shape steel facing 1 and the 2nd L shape steel formwork supporting plate in first L shape steel formwork supporting plate surrounds hollow square Seal angle is fixedly installed on the outside of at shape cylinder, the first L shape steel formwork supporting plate and the 2nd L shape steel formwork supporting plate contact position Steel 8, the first L shape steel formwork supporting plate are fixedly connected with the 2nd L shape steel formwork supporting plate by multiple lacing wires 9, the quantity of lacing wire 9 With to drawing the quantity of angle steel 5 equal and correspond, one end of any lacing wire 9 sequentially passes through the in any L shape steel formwork supporting plate Corresponding tension hole 13 in one L shape steel formwork supporting plate, corresponding gap 14 in the first L shape steel formwork supporting plate, in the 2nd L shape steel formwork supporting plate Corresponding tension hole 13 is corresponding with the 2nd L shape steel formwork supporting plate to drawing angle in corresponding gap 14 and the 2nd L shape steel formwork supporting plate Steel 5 is fixedly connected, and the other end of any lacing wire 9 is corresponding with the first L shape steel formwork supporting plate to be fixedly connected with drawing angle steel 5.
In the present embodiment, a "-" type edge of described pair of drawing angle steel 5 is welded on the end of L shape main reinforcement 3, described pair of drawing Another "-" type edge of angle steel 5 is welded in L shape main reinforcement 3, and equal to straight line where two "-" type edges for drawing angle steel 5 It is parallel with secondary 2 length direction of muscle, it tenses hole 13 and is provided on the L-square for drawing end of the angle steel 5 far from L shape main reinforcement 3；
It should be noted that passing through multiple lacing wires at the position of the first L shape steel formwork supporting plate and the connection of the 2nd L shape steel formwork supporting plate Any panel angle of 9 fastening steel forms, lacing wire 9 and L shape steel facing 1 is 40 °~50 °, guarantees can have in the case where pulling force Effect reduces steel form periphery volume, strong applicability；L shape main reinforcement 3 is the main stressed member in steel form, and L shape main reinforcement 3 uses two A structure size is consistent and the L shape transverse direction bearing plate 11 of parallel setting is connected by connecting plate 12, double L shape transverse direction bearing plates 11 Design, guarantee bear lateral pressure while, mitigate the self weight of steel form, in addition, the design of double L shape transverse direction bearing plates 11 is formed Gap 14, convenient for assigning for lacing wire 9, the both ends of L shape main reinforcement 3 are mounted on to angle steel 5 is drawn, to two words for drawing angle steel 5 Type edge is welded in L shape main reinforcement 3, and flat with secondary 2 length direction of muscle to straight line where two "-" type edges for drawing angle steel 5 Row tenses hole 13 and is provided with to drawing angle steel 5 far from L to drawing angle steel 5 to be fixed on two L shape transverse direction bearing plates 11 in reverse buckling type On the L-square of the end of shape main reinforcement 3, corresponding two are in opposite cloth to the L-square for opening up tension hole 13 in angle steel 5 is drawn If reliable and stable convenient for cooperating fixed strain with tension；The effect of lacing wire 9 is to be connected and fixed to tense two L shape steel in steel form Formwork supporting plate realizes the four walls closing of steel form；The effect of angle steel 8 is sealed, is connected and fixed the first L shape steel formwork supporting plate and the first is that rising The effect of two L shape steel formwork supporting plates, the length for sealing angle steel 8 is equal with the height of L shape steel facing 1, seals two right angles of angle steel 8 Plate is fixedly connected by high-strength screw with the end of in two L shape steel formwork supporting plates 2 layers of muscle time muscle 2 respectively, realizes the first L shape steel Hermetically sealed connection on formwork supporting plate and the 2nd L shape steel formwork supporting plate short transverse, second is that two 1 link positions of L shape steel facing It is sealed, seals the combination of setting and the lacing wire 9 of angle steel 8, realize the double reinforcing of two L shape steel formwork supporting plates.
In the present embodiment, one end of the chamfering plate 10 of the vertical edges acies is fixed on the vertical edges acies of L shape steel facing 1 On, the other end of the chamfering plate 10 of vertical edges acies is fixed on the vertical edges acies of same L shape steel facing 1 by support plate 15 On, support plate 15 is not installed with inclined chamfering plate perpendicular to panel connected to it, support plate 15 and another L shape steel formwork supporting plate 10 face plate edge end parallel contact, the height phase of the length of chamfering plate 10 and the length of support plate 15 with L shape steel facing 1 Deng.
It should be noted that being respectively mounted at the right angle corner position of 1 inside of L shape steel facing with any vertical edges acies There is inclined chamfering plate 10, one end of the chamfering plate 10 of vertical edges acies is fixed on the vertical edges acies of L shape steel facing 1, is erected It is fixed on the vertical edges acies of same L shape steel facing 1, is supported by support plate 15 to the other end of the chamfering plate 10 of marginal end The effect of plate 15 is first is that position another L shape steel formwork supporting plate, second is that two 1 contact positions of L shape steel facing of auxiliary seal steel form.
In the present embodiment, the length of the sealing angle steel 8 is equal with the height of L shape steel facing 1, and two of sealing angle steel 8 L-square is fixedly connected by high-strength screw with the end of in two L shape steel formwork supporting plates muscle layers time muscle 2 respectively, and L shape main reinforcement 3 is hung down Directly in secondary muscle 2, the length of back cord 4 is equal with the height of main ribs layer.
In the present embodiment, be provided with external screw thread outside the lacing wire 9, the both ends of lacing wire 9 are respectively installed with sleeve 7, sleeve 7 with Lacing wire 9 is threadedly engaged, and sleeve 7 is fixedly connected by backing plate 6 with to the lateral surface for drawing angle steel 5, the lacing wire 9 and L shape steel facing 1 Any panel angle be 40 °~50 °.
The jacking chassis 17-1 is connected with steel form top sealing plate 22 by fastener, the fastener include bolt and with The nut of bolt cooperation, the end of thread of the bolt sequentially pass through jacking mounting hole 17-4 and with the jacking mounting hole The corresponding through-hole of 17-4 is connect with nut thread；The steel reinforcement cage 21 be cubic type steel reinforcement cage, protective layer 21-1 be with cube The stiff rectangular ring structure of figure steel reinforcement cage cooperation.
It should be noted that the length direction of secondary muscle 2 is arranged in multiple L shape main reinforcements 3, and the both ends of secondary muscle 2 are without adding Fixation of 3 interface of the L shape main reinforcement satisfaction to secondary muscle 2 is filled, the length of back cord 4 is equal with the height of main ribs layer, on the one hand meets On the other hand reinforcing of the back cord 4 to main ribs layer is the both ends reserved space of steel form, convenient for the later period in punching block board ends point Other installation ancillary equipment, the construction auxiliary equipment include crosshead, positioning fixed frame etc..
The above is only presently preferred embodiments of the present invention, is not intended to limit the invention in any way, it is all according to the present invention Technical spirit any simple modification to the above embodiments, change and equivalent structural changes, still fall within skill of the present invention In the protection scope of art scheme.

Claims (10)

1. a kind of steel reinforcement cage and the whole straight anchoring bit architecture of steel form, it is characterised in that: integrated with steel form including steel reinforcement cage Structure and the location base cooperated with the steel reinforcement cage and steel form integral structure, steel reinforcement cage knot integrated with steel form Structure is cooperated by suspender and the straight anchor of location base, and the location base includes that setting is sunk on basic (39) and is arranged in reserved column There are the raft foundation of reserved opening and the steel form locating rack being arranged in reserved opening, the reserved opening of the raft foundation is located at reserved Column sink basic (39) reserved hole surface, there are four described for positioning for the reserved opening side setting of the raft foundation The positioning datum bar (31) of steel form locating rack, the raft foundation include raft board concrete and are cast in the raft plate coagulation Raft slab muscle (25) in soil and for positioning the raft plate steel bar positioning frame (24) for being horizontally through the raft slab muscle (25) of reserved opening, Raft slab muscle (25) is welded with eight at the position of reserved opening and extends perpendicularly out raft foundation and for positioning the steel form The anchor pole (27) of locating rack, raft plate steel bar positioning frame (24) be from top to bottom equipped with four layers be respectively used to positioning be horizontally through it is reserved Mouthful raft slab muscle (25) raft slab muscle position-limit mechanism, the steel form locating rack includes the first fixed of two parallel settings Position beam (28) and two the second positioning beams (29) that are parallel and being fixedly mounted between two the first positioning beams (28), first is fixed The both ends of position beam (28) are separately installed with the positioning seat (30) with positioning datum bar (31) cooperation, be provided on positioning seat (30) with The locating rack sleeve (36) of positioning datum bar (31) cooperation, eight anchor poles (27) are made of four groups of anchor pole groups, four groups of anchor pole groups and Four positioning seats (30) correspond, and the anchor pole group setting is in corresponding positioning seat (30) and second positioning beam nearest with it (29) two anchor poles (27) between and in the anchor pole group are located at the two sides of corresponding positioning seat (30), two the first positioning beams (28) there are two press beam (32) for setting on, and press beam (32) is parallel with the second positioning beam (29), and the anchor pole (27) of two groups of anchor pole groups is remote One end from raft foundation passes through a press beam (21) and is fixedly connected by anchor pole sleeve (37) with a press beam (21), another two The anchor pole (27) of group anchor pole group passes through another press beam (21) far from one end of raft foundation and passes through anchor pole sleeve (37) and another One press beam (21) is fixedly connected, and anchor pole (27) is fixedly connected by press beam backing plate (33) with press beam (21), the first positioning beam (28) and the second positioning beam (29) is hollow structure, is opened up on the outer panel of the first positioning beam (28) and the second positioning beam (29) Have multiple first connecting holes (35), the first nut (34) be arranged on the medial surface of positioning beam outer panel and with the first connecting hole (35) it is connected to；
The steel reinforcement cage and steel form integral structure include for cross-brace steel form mounting plate and with the punching block The jacking (17) of plate cooperation, steel reinforcement cage (21) are placed in the steel form, and the reserved end in the bottom of steel reinforcement cage (21) extend out to institute It states outside steel form, the steel form is the top of the steel form far from one end that end is reserved in the bottom of steel reinforcement cage (21), described The top of steel form is fixedly connected by steel form top sealing plate (22) with jacking (17), and the steel form includes the first L shape steel branch Template and the 2nd L shape steel formwork supporting plate with the first L shape steel formwork supporting plate cooperation, the first L shape steel formwork supporting plate and described the The structure size of two L shape steel formwork supporting plates is all the same, and the first L shape steel formwork supporting plate includes L shape steel facing (1), is fixed on L shape steel It secondary muscle layer on panel (1) lateral surface, the main reinforcement layer being fixed on the outside of the secondary muscle layer and is fixed on the outside of main ribs layer Reinforcing layer, the one end on top of the main ribs layer far from the steel form and the steel form locating rack cooperate, main ribs layer Thickness be equal with the width of the first positioning beam (28) and the width of the second positioning beam (29), main ribs layer be hollow knot Structure offers multiple second connecting holes (44) on the bottom end side wall of main ribs layer, and main reinforcement layer is arranged in the second nut (43) It is connected on the medial surface of bottom end side wall and with the second connecting hole (44)；
The steel reinforcement cage is fixedly connected by multiple fastening plates (40) with the steel form locating rack with steel form integral structure, The quantity of the quantity of first connecting hole (35), the quantity of the second connecting hole (44) and fastening plates (40) is equal and corresponds, the One fastening bolt (42) sequentially passes through fastening plates (40) and the first connecting hole (35) is threadedly coupled with the first nut (34), and second is tight Fixing bolt (41) sequentially passes through fastening plates (40) and the second connecting hole (44) is threadedly coupled with the second nut (43)；
The reserved end in the bottom of main reinforcement stretches to reserved column sinking basis across the reserved opening of the raft foundation in steel reinforcement cage (21) (39) bottom of main reinforcement is reserved in, in steel reinforcement cage (21) holds and is horizontally through contactless between the raft slab muscle (25) of reserved opening.
2. a kind of steel reinforcement cage described in accordance with the claim 1 and the whole straight anchoring bit architecture of steel form, it is characterised in that: the raft Plate steel bar positioning frame (24) is cube frame structure, and the raft plate steel bar positioning frame (24) includes the first upright bar (24-1), the Two upright bars (24-2), third upright bar (24-3) and the 4th upright bar (24-4), the first upright bar (24-1) and the second upright bar (24-2) it Between be connected with first connecting rod (24-5) and second connecting rod (24-6), connected between the second upright bar (24-2) and third upright bar (24-3) There are third connecting rod (24-7) and fourth link (24-8), is connected with the 5th between third upright bar (24-3) and the 4th upright bar (24-4) Connecting rod (24-9) and six-bar linkage (24-10) are connected with seven-link assembly between the 4th upright bar (24-4) and the first upright bar (24-1) (24-11) and the 8th connecting rod (24-12), between first connecting rod (24-5) and second connecting rod (24-6), third connecting rod (24-7) and Between fourth link (24-8), between the 5th connecting rod (24-9) and six-bar linkage (24-10), seven-link assembly (24-11) and the 8th It is reinforced by multiple reinforcing rods (24-14) between connecting rod (24-12), first connecting rod (24-5) and the 5th connecting rod (24-9) etc. Height, second connecting rod (24-6) and six-bar linkage (24-10) are contour, and third connecting rod (24-7) and seven-link assembly (24-11) are contour, the Double leval jib (24-8) and the 8th connecting rod (24-12) are contour, and the height of first connecting rod (24-5) is lower than the height of third connecting rod (24-7) Degree, the height of second connecting rod (24-6) are higher than the height of fourth link (24-8), and raft slab muscle position-limit mechanism includes multiple raft plates Reinforcing bar limit base (24-13), first layer raft slab muscle position-limit mechanism are mounted on fourth link (24-8) and the 8th connecting rod (24-12) Raft slab muscle limit base (24-13) quantity in upper and fourth link (24-8) and the 8th connecting rod (24-12) is equal and one is a pair of It answers, second layer raft slab muscle position-limit mechanism is mounted on second connecting rod (24-6) and six-bar linkage (24-10) and second connecting rod Raft slab muscle limit base (24-13) quantity on (24-6) and six-bar linkage (24-10) is equal and corresponds, third layer raft plate Reinforcing bar position-limit mechanism is mounted on first connecting rod (24-5) and the 5th connecting rod (24-9) and first connecting rod (24-5) and the 5th connecting rod Raft slab muscle limit base (24-13) quantity on (24-9) is equal and corresponds, the 4th layer of raft slab muscle position-limit mechanism installation Raft plate on third connecting rod (24-7) and seven-link assembly (24-11) and on third connecting rod (24-7) and seven-link assembly (24-11) Reinforcing bar limit base (24-13) quantity is equal and corresponds, and the bottom of raft plate steel bar positioning frame (24) is provided with multiple fixing pieces (24-15), the side that raft plate steel bar positioning frame (24) is contacted with raft board concrete are provided with fast-easy closing-up net (26).
3. a kind of steel reinforcement cage and the whole straight anchoring bit architecture of steel form according to claim 2, it is characterised in that: the raft Slab muscle limit base (24-13) is U-lag steel or two baffles perpendicular to connecting rod, and the U-lag steel or two are perpendicular to even The two sidewalls inner width of the baffle of bar is equal to the outer diameter of raft slab muscle (25), between first connecting rod (24-5) and third connecting rod (24-7) Height difference it is equal with the outer diameter of raft slab muscle (25), height difference between second connecting rod (24-6) and fourth link (24-8) and raft plate The outer diameter of reinforcing bar (25) is equal, first connecting rod (24-5), second connecting rod (24-6), the 5th connecting rod (24-9) and six-bar linkage (24- 10) direction for the raft slab muscle limit base (24-13) installed on is consistent, third connecting rod (24-7), fourth link (24-8), the 7th The direction of raft slab muscle limit base (24-13) installed on connecting rod (24-11) and the 8th connecting rod (24-12) is consistent, first connecting rod The raft installed on raft slab muscle limit base (24-13) length direction place straight line and third connecting rod (24-7) installed on (24-5) Straight line where slab muscle limit base (24-13) length direction is vertical.
4. a kind of steel reinforcement cage described in accordance with the claim 1 and the whole straight anchoring bit architecture of steel form, it is characterised in that: described time Muscle layer includes multiple parallel being fixed on secondary muscle (2) on L shape steel facing (1) lateral surface and vertically arranged, the length of secondary muscle (2) Equal with the height of L shape steel facing (1), the secondary muscle (2) and L shape on the top of the steel form is arranged in steel form top sealing plate (22) On steel facing (1), offer multiple through-holes on steel form top sealing plate (22), jacking (17) include the outer ring stand of jacking and with the top It asks outer ring stand contour and the jacking interior ring stand (17-5) outside the jacking in ring stand is set, in the outer ring stand of the jacking and jacking There are jacking gap (17-7) between ring stand (17-5), the width of the jacking gap (17-7) is not less than steel reinforcement cage (21) main reinforcement Diameter, pass through multiple jacking link blocks (17-6) between the outer ring stand of the jacking and jacking interior ring stand (17-5) and be fixedly connected, The outer ring stand of the jacking includes jacking chassis (17-1) and jacking top plate (17-2), jacking chassis (17-1) and jacking top plate (17- 2) it is reinforced between by jacking reinforcing rib (17-3), multiple jacking mounting holes (17-4) is offered on jacking chassis (17-1), pushed up It asks the quantity of mounting hole (17-4) equal with the quantity of the through-hole and corresponds, main reinforcement is located at the steel in steel reinforcement cage (21) External screw thread is provided with outside the one end on the top of template, the both ends of main reinforcement connecting tube (18) are provided with external screw thread, steel reinforcement cage (21) In a main reinforcement be located at the steel form top one end and main reinforcement connecting tube (18) one end by setting internal thread master Muscle connects sleeve (19) and is threadedly coupled, and the other end of main reinforcement connecting tube (18) passes through jacking gap (17-7) and is provided with internal screw thread Main reinforcement fixes sleeve (20) be threadedly coupled, be provided between main reinforcement fixes sleeve (20) and jacking (17) main reinforcement fixation backing plate (23), the width of main reinforcement fixed backing plate (23) is greater than the width of jacking gap (17-7).
5. a kind of steel reinforcement cage and the whole straight anchoring bit architecture of steel form according to claim 4, it is characterised in that: the dress It include multiple platform buttresses (16) with platform, the length of platform buttress (16) is equal to the width of the steel form；Main ribs connect Take over (18) quantity be it is multiple, multiple main reinforcement connecting tubes (18), which are centrosymmetric, is distributed in steel reinforcement cage (21) main reinforcement external position Place.
6. a kind of steel reinforcement cage and the whole straight anchoring bit architecture of steel form according to claim 4, it is characterised in that: the master Muscle layer includes multiple along the setting of secondary muscle (2) length direction and the parallel L shape main reinforcement (3) being fixed on the outside of the secondary muscle layer, institute State reinforcing layer include it is multiple it is parallel be fixed on the outside of L shape main reinforcement (3) and vertically arranged back cord (4), L shape steel facing (1) tool There are two vertical edges acies, it is mounted at the right angle corner position on the inside of L shape steel facing (1) with any vertical edges acies Inclined chamfering plate (10), the both ends of L shape main reinforcement (3) are mounted on to angle steel (5) are drawn, and offer drawing on angle steel (5) to drawing Tieholen (13), L shape main reinforcement (3) include that two structure sizes are consistent and the L shape transverse direction bearing plate (11) of parallel setting, L shape master Two L shape transverse direction pressure-bearings there are gap (14) between two L shape transverse direction bearing plates (11) in muscle (3), in L shape main reinforcement (3) Plate (11) is connected by multiple connecting plates (12), and the width of gap (14) is not less than the internal diameter for tensing hole (13), the first L shape Steel formwork supporting plate is equipped with the marginal end of inclined chamfering plate (10) and the 2nd L shape steel formwork supporting plate is not installed with inclined chamfering The marginal end of plate (10) cooperates, in the L shape steel facing (1) and the 2nd L shape steel formwork supporting plate in the first L shape steel formwork supporting plate L shape steel facing (1) surround hollow rectangular cylinder, the first L shape steel formwork supporting plate and the 2nd L shape steel formwork supporting plate contact position Sealing angle steel (8) is fixedly installed on the outside of the place of setting, the first L shape steel formwork supporting plate and the 2nd L shape steel formwork supporting plate pass through Multiple lacing wires (9) are fixedly connected, the quantity of lacing wire (9) in any L shape steel formwork supporting plate to drawing the quantity of angle steel (5) equal and It corresponds, one end of any lacing wire (9) sequentially passes through corresponding tension hole (13), the first L shape steel in the first L shape steel formwork supporting plate It is corresponding gap (14) in formwork supporting plate, corresponding in corresponding gap (14) and the 2nd L shape steel formwork supporting plate in the 2nd L shape steel formwork supporting plate Tension hole (13) it is corresponding with the 2nd L shape steel formwork supporting plate to draw angle steel (5) be fixedly connected, the other end of any lacing wire (9) It is corresponding with the first L shape steel formwork supporting plate that drawing angle steel (5) is fixedly connected.
7. a kind of steel reinforcement cage and the whole straight anchoring bit architecture of steel form according to claim 6, it is characterised in that: described perpendicular It is fixed on the vertical edges acies of L shape steel facing (1) to one end of the chamfering plate (10) of marginal end, the chamfering plate of vertical edges acies (10) the other end is fixed on the vertical edges acies of same L shape steel facing (1) by support plate (15), and support plate (15) is vertical In panel connected to it, support plate (15) is not installed with the panel edges of inclined chamfering plate (10) with another L shape steel formwork supporting plate Acies parallel contact, the length of chamfering plate (10) and the length of support plate (15) are equal with the height of L shape steel facing (1).
8. a kind of steel reinforcement cage and the whole straight anchoring bit architecture of steel form according to claim 6, it is characterised in that: described close The length for sealing angle steel (8) is equal with the height of L shape steel facing (1), and two L-squares of sealing angle steel (8) pass through high-strength spiral shell respectively It follows closely and is fixedly connected with the end of in two L shape steel formwork supporting plates muscle layers time muscle (2), L shape main reinforcement (3) is perpendicular to secondary muscle (2), back cord (4) length is equal with the height of main ribs layer.
9. a kind of steel reinforcement cage and the whole straight anchoring bit architecture of steel form according to claim 6, it is characterised in that: the drawing It is provided with external screw thread outside muscle (9), the both ends of lacing wire (9) are respectively installed with sleeve (7), and sleeve (7) is threadedly engaged with lacing wire (9), Sleeve (7) is fixedly connected by backing plate (6) with to the lateral surface for drawing angle steel (5), times of the lacing wire (9) and L shape steel facing (1) One panel angle is 40 °~50 °.
10. a kind of steel reinforcement cage and the whole straight anchoring bit architecture of steel form according to claim 4, it is characterised in that: described The end of L shape main reinforcement (3), another word of described pair of drawing angle steel (5) are welded on to a "-" type edge of drawing angle steel (5) Type edge is welded in L shape main reinforcement (3), and to draw angle steel (5) two "-" type edges where straight line with secondary muscle (2) length Direction is parallel, tenses hole (13) and is provided on L-square to the end for drawing angle steel (5) separate L shape main reinforcement (3)；
The jacking chassis (17-1) is connected with steel form top sealing plate (22) by fastener, the fastener include bolt and with The nut of bolt cooperation, the end of thread of the bolt sequentially pass through jacking mounting hole (17-4) and with the jacking mounting hole (17-4) corresponding through-hole is connect with nut thread；Steel reinforcement cage (21) is cubic type steel reinforcement cage, and protective layer (21-1) is and stands The stiff rectangular ring structure of cube steel bar cage cooperation.
CN201910415585.6A 2019-05-18 2019-05-18 Integral straight anchor positioning structure of steel reinforcement cage and steel formwork Active CN110206305B (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2024216666A1 (en) * 2023-04-21 2024-10-24 华能阜新风力发电有限责任公司 Raft formwork support mold for photovoltaic foundation pile, and raft thereof

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7543421B1 (en) * 2006-09-21 2009-06-09 Kelly Matthew M Methods of securing an installed concrete roof
CN107905452A (en) * 2017-10-25 2018-04-13 重庆建工第三建设有限责任公司 A kind of heavy in section super thick steel reinforced concrete square column construction method
CN207277691U (en) * 2017-08-02 2018-04-27 中国十七冶集团有限公司 A kind of concrete column position apparatus for form
CN108162162A (en) * 2017-12-22 2018-06-15 中铁第四勘察设计院集团有限公司 A kind of precast concrete column and preparation method thereof and application method
CN109322320A (en) * 2018-11-13 2019-02-12 中国二十冶集团有限公司 The construction method of Deep Thick Soft Ground Area cushion cap and basement bottom board

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7543421B1 (en) * 2006-09-21 2009-06-09 Kelly Matthew M Methods of securing an installed concrete roof
CN207277691U (en) * 2017-08-02 2018-04-27 中国十七冶集团有限公司 A kind of concrete column position apparatus for form
CN107905452A (en) * 2017-10-25 2018-04-13 重庆建工第三建设有限责任公司 A kind of heavy in section super thick steel reinforced concrete square column construction method
CN108162162A (en) * 2017-12-22 2018-06-15 中铁第四勘察设计院集团有限公司 A kind of precast concrete column and preparation method thereof and application method
CN109322320A (en) * 2018-11-13 2019-02-12 中国二十冶集团有限公司 The construction method of Deep Thick Soft Ground Area cushion cap and basement bottom board

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2024216666A1 (en) * 2023-04-21 2024-10-24 华能阜新风力发电有限责任公司 Raft formwork support mold for photovoltaic foundation pile, and raft thereof

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