CN1904274A - Force bearing type mould plate construction unit - Google Patents
Force bearing type mould plate construction unit Download PDFInfo
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- CN1904274A CN1904274A CN 200510088317 CN200510088317A CN1904274A CN 1904274 A CN1904274 A CN 1904274A CN 200510088317 CN200510088317 CN 200510088317 CN 200510088317 A CN200510088317 A CN 200510088317A CN 1904274 A CN1904274 A CN 1904274A
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- 238000010276 construction Methods 0.000 title description 28
- 239000004567 concrete Substances 0.000 claims description 93
- 210000003205 muscle Anatomy 0.000 claims description 67
- 230000003014 reinforcing effect Effects 0.000 claims description 36
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 24
- 239000004568 cement Substances 0.000 claims description 16
- 229910000831 Steel Inorganic materials 0.000 claims description 15
- 239000010959 steel Substances 0.000 claims description 15
- 229910052742 iron Inorganic materials 0.000 claims description 12
- 238000004873 anchoring Methods 0.000 claims description 10
- 230000015572 biosynthetic process Effects 0.000 claims description 10
- 239000011083 cement mortar Substances 0.000 claims description 9
- 238000003466 welding Methods 0.000 claims description 9
- 230000002787 reinforcement Effects 0.000 claims description 8
- 238000005267 amalgamation Methods 0.000 claims description 5
- 239000000945 filler Substances 0.000 claims description 5
- 238000000926 separation method Methods 0.000 claims description 5
- 239000003351 stiffener Substances 0.000 claims description 5
- 239000000725 suspension Substances 0.000 claims description 5
- 239000000835 fiber Substances 0.000 claims description 4
- 230000009753 muscle formation Effects 0.000 claims description 2
- 239000011150 reinforced concrete Substances 0.000 abstract description 6
- 238000009416 shuttering Methods 0.000 description 75
- 238000011065 in-situ storage Methods 0.000 description 34
- 238000009434 installation Methods 0.000 description 13
- 238000004519 manufacturing process Methods 0.000 description 11
- 238000000034 method Methods 0.000 description 10
- 230000006835 compression Effects 0.000 description 8
- 238000007906 compression Methods 0.000 description 8
- 230000001965 increasing effect Effects 0.000 description 7
- 230000006378 damage Effects 0.000 description 4
- 238000005728 strengthening Methods 0.000 description 4
- 238000009415 formwork Methods 0.000 description 3
- 238000010008 shearing Methods 0.000 description 3
- 230000002457 bidirectional effect Effects 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000032798 delamination Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000002742 anti-folding effect Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000033228 biological regulation Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000011152 fibreglass Substances 0.000 description 1
- 239000012467 final product Substances 0.000 description 1
- 238000001746 injection moulding Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 239000013585 weight reducing agent Substances 0.000 description 1
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Abstract
A load-carrying template component includes the template (1) and the parallel girder (2) which is set on the template. The girder is installed with the upper chord (3), the lower chord (4) and the web member (5) which is connected with the (3) and the (4). At least one hollow component (6) between the girders is connected with the girder to form the whole. So it is used for the hollow board, the floor, the roof, the base soleplate, the wall and the bridge of pouring reinforced concrete or the prestressed reinforced concrete, especially for the hollow floor with no girder.
Description
(1) technical field
The present invention relates to a kind of force-bearing type template component.
(2) background technology
At present, the main Cast-in-place concrete monobloc cast that adopts such as the superstructure of multi-rise building, roof system, general job practices is to set up the interim scaffold of regulation at the construction field (site), and sets template, and configuration reinforcement as required, the concrete cast is carried out at the scene then.What replace the template construction used in this scene is in advance in the prefabricated template of plant-manufactured what is called, then this prefabricated template is moved into the scene, be installed on the corresponding scaffold and construct, because its operation advanced person, can the reduction of erection time, so be widely adopted in recent years.The template that this class is made in advance has profiled sheet, concrete form and prestress concrete template etc., and still, also there are some problems in the prefabricated template of this class in In-situ cast concrete board construction application processes such as Cast-in-place Concrete Building Floor, roof system, and is too high as cost, and weight is too big, and is light inadequately.When for example adopting profiled sheet as the permanent formwork do not removed, though the intensity height, rigidity is big, the cost height, and simultaneously, the easy corrosion of the steel form that exposes has a strong impact on the attractive in appearance of building and uses.When adopting concrete form as the permanent formwork do not removed, as the patent No. is 03227765.2, name is called the utility model patent of " a kind of floor spiced by steel reinforced concrete ", Instructions Page 3 the 13rd in this patent walks to the implementation that has specifically described this utility model in the 22nd row, " this floor spiced by steel reinforced concrete; comprise precast member for reinforcing bar concrete; reinforcing bar; floor is assemblied to form by the polylith precast member for reinforcing bar concrete; both sides have hole under the precast member for reinforcing bar concrete longitudinal rib; reinforcing bar passes the hole of member both sides, connect the polylith precast member for reinforcing bar concrete, after floor spiced, in the groove again concreting fill and lead up."; in this utility model patent scheme; floor is assemblied to form by the polylith precast member for reinforcing bar concrete; and form crisscross layout and form bi-directional configuration by now wearing the existing reinforcing bar of reinforcing bar and precast member for reinforcing bar concrete; do not need on-the-spot formwork; now wear the original reinforcing bar of reinforcing bar and precast member for reinforcing bar concrete and form crisscross layout, can bear bidirectional load, but, itself be check configuration, need now wear reinforcing bar and can bear bidirectional load, and, its member longitudinal rib structure has caused horizontal partition, be not easy to pipeline and wear, the shear resistance at the superimposed interface between Cast-in-place concrete and the template is low, the reinforcing bar that superstructure or roof construction are used, material consumptions such as concrete are big, the cost height, globality is poor.Therefore, develop a kind of novel force-bearing type template component for being badly in need of.
(3) summary of the invention
The object of the present invention is to provide a kind of force-bearing type template component, when being applied to In-situ cast concrete board, can participate in the common power transmission of load-carrying construction, and have intensity height, strong, the characteristics such as cost is low, good integrity of rigidity shear resistance big, superimposed interface.
Solution of the present invention is on the basis of existing technology, comprise template, it is characterized in that also including the truss of parallel alternate laying, truss is arranged on the template, and the formation that links to each other is whole, truss is provided with upper chord, lower chord, web member, and web member links to each other with lower chord with upper chord, has at least one hollow unit and truss to be connected to form integral body between the truss.Like this, when force-bearing type template component is applied to In-situ cast concrete board, owing to also include the truss of parallel alternate laying, truss is arranged on the template, and the formation that links to each other is whole, truss is provided with upper chord, lower chord, web member, web member links to each other with lower chord with upper chord, thereby bearing type base plate member has the intensity height, rigidity is big, characteristics such as easy construction, and can improve the mutual wedge action between Cast-in-place concrete and the truss greatly, improve the shear resistance at the superimposed interface between Cast-in-place concrete and the base plate, improve the overall performance of In-situ cast concrete board, simultaneously, because there are at least one hollow unit and truss to be connected to form integral body between the truss, thereby, when being applied to In-situ cast concrete board, can significantly reduce the reinforcing bar of In-situ cast concrete board and the consumption of concrete, reduce cost; In addition, force-bearing type template component can be realized producing in enormous quantities in factory, help reducing production costs and construction cost, be applicable to that hollowcore slab, superstructure, roof system, sole plate, body of wall and the bridge of various cast-in-situ reinforced concretes or prestressed reinforced concrete uses, be specially adapted to arch without beam and use.
Feature of the present invention is that also described hollow unit is the closed hollow member.Like this, the good integrity of hollow unit, both are difficult for division destruction, and simultaneously, the modular shuttering element construction application is simple, and is quick and easy for installation, reduced the construction application difficulty, alleviated constructor's labour intensity, reduced cost.
Feature of the present invention is that also described hollow unit is the opening basin-shaped component.Like this, when described hollow unit was the opening basin-shaped component, various preheating embedding lines or other prefabricated suspender member can be pre-buried very easily in basin-shaped component, simultaneously, the height of basin-shaped component can require to adjust according to difference, to satisfy application need, is very easy to application.
Feature of the present invention is that also described hollow unit is that at least one plate is put together, and the amalgamation position has mosaic piece to connect into integral body.Like this, when hollow unit is that at least one plate is put together, when the amalgamation position had mosaic piece to connect into integral body, force-bearing type template component carried out assembling combination after can being transported to site of deployment again, and plate can superimposedly transport, and has reduced cost of transportation and loss significantly.
Feature of the present invention is that also described hollow unit is connected with upper chord.Like this, when hollow unit is connected with upper chord, obtained mutually between hollow unit and the truss connecting and supporting, good integrity, make its position each other be difficult for change and produce deviation, guaranteed the quality of modular shuttering element effectively, reduced the proportion of goods damageds of modular shuttering element.
Feature of the present invention is that also described hollow unit is connected with lower chord.Like this, when hollow unit is connected with lower chord, obtained mutually between hollow unit and the truss connecting and supporting, good integrity, make its position each other be difficult for change and produce deviation, guaranteed the quality of modular shuttering element effectively, reduced the proportion of goods damageds of modular shuttering element.
Feature of the present invention is that also described hollow unit is connected with web member.Like this, when hollow unit is connected with web member, obtained mutually between hollow unit and the truss connecting and supporting, good integrity, make its position each other be difficult for change and produce deviation, guaranteed the quality of modular shuttering element effectively, reduced the proportion of goods damageds of modular shuttering element.
Feature of the present invention is that also described hollow unit and truss connect into integral body by connector.Like this, when hollow unit and truss connected into integral body by connector, both connections were very convenient simple, and, carry out assembly unit again after plate and base plate separately can being transported to site of deployment, reduced cost of transportation and transportation loss, made things convenient for and produced and use.
Feature of the present invention is that also described connector is unidirectional band.Like this, when connector is unidirectional band, be difficult for loosely after connector connects, improved the quality of force-bearing type template component, make it not fragile.
Feature of the present invention is that also described connector is iron wire or rope.Like this, when described connector is iron wire or when rope, it is very convenient to connect between iron wire or the rope, only needs overlap joint to reverse can to connect firm, and simultaneously, the low price of iron wire or rope is made simply, helps enhancing productivity, and reduces cost.
Feature of the present invention is that also described connector is male and female groove or latch.Like this, when connector is public bar, the mutual assembling combination of female groove, after public bar inserts in female groove, adjacent plate links together closely, has formed hollow unit, and hollow unit is transported to assembly unit again behind the job site with plate, manufacture conveniently, and the rate that also can reduce the wastage is significantly saved cost.
Feature of the present invention is that also described connector is non-return jack buckle.Like this, can prevent effectively that buckle from becoming flexible landing, simultaneously, after non-return jack snap lock, be difficult between closed hollow box and base plate or the truss producing offset deviation, guarantee the accuracy of force-bearing type template component effectively.
Feature of the present invention also is the vertically arrangement between truss of described at least two above hollow units.Like this, after force-bearing type template component is applied in the In-situ cast concrete board, can improve the internal construction of In-situ cast concrete board effectively, save reinforcing bar and concrete consumption, further reduce cost.
Feature of the present invention also be described at least two above hollow units between truss vertically alternately.Like this, vertically alternately, when described force-bearing type template component was applied in the In-situ cast concrete board, Cast-in-place concrete poured in the clearance space between the hollow unit hollow unit between truss, form cast-in-place concrete hidden rib, can increase substantially the supporting capacity and the mechanical property of In-situ cast concrete board.
Feature of the present invention is that also described at least two emptying heart members are transversely arranged.Like this, after described force-bearing type template component was applied in the In-situ cast concrete board, Cast-in-place concrete had formed cast-in-place concrete hidden rib in pouring at interval, can improve the inside load-carrying construction of In-situ cast concrete board effectively.
Feature of the present invention also is the arrangement of described at least two emptying heart member lateral separations.Like this, arrange the hollow unit lateral separation, and when described force-bearing type template component was applied in the In-situ cast concrete board, Cast-in-place concrete poured in the clearance space between the hollow unit, has formed cast-in-place concrete hidden rib, has increased substantially the supporting capacity and the mechanical property of In-situ cast concrete board.
Feature of the present invention also is the horizontal and vertical arrangement of described at least two row two emptying heart members.Like this, when force-bearing type template component is provided with the horizontal and vertical arrangement of at least two row two emptying heart members, after described force-bearing type template component is applied in the In-situ cast concrete board, Cast-in-place concrete pours in the interval between the hollow unit, formed the cast-in-place concrete hidden rib that intersects mutually, improve the In-situ cast concrete board internal construction, improved the supporting capacity and the mechanical property of In-situ cast concrete board.
Feature of the present invention also is horizontal and vertical being spaced of described at least two row two emptying heart members.Like this, when force-bearing type template component is provided with horizontal and vertical being spaced of at least two row two emptying heart members, after described force-bearing type template component is applied in the In-situ cast concrete board, Cast-in-place concrete pours in the interval between the hollow unit, formed the cast-in-place concrete hidden rib that intersects mutually, improve the In-situ cast concrete board internal construction, improved the supporting capacity and the mechanical property of In-situ cast concrete board.
Feature of the present invention is that also described hollow unit is the overlapped hollow member.Like this, the making of hollow unit is easier, and cost of production is lower, and simultaneously, the intensity height of hollow unit, rigidity are big, and the cost of production of corresponding force-bearing type template component is low, intensity is high, rigidity is big.
Feature of the present invention also is described hollow unit and form spacing setting.Like this, when force-bearing type template component was applied to In-situ cast concrete board, Cast-in-place concrete entered in the interval between hollow unit and the template, can improve the overall performance of In-situ cast concrete board greatly.
Feature of the present invention also is changing at interval between described hollow unit and the template.Like this, after modular shuttering element was applied in the In-situ cast concrete board, Cast-in-place concrete entered in the interval between hollow unit and the template, has formed the Cast-in-place concrete thin plate that thickness does not wait, and according to various situation, can rationally adopt different modular shuttering elements to satisfy the structure needs.
Feature of the present invention has been that also at least three hollow units are parallel.Like this, when be arrangeding a plurality of hollow unit in parallel on same modular shuttering element, hollow unit has formed the hollow unit group on template, greatly facilitates the making and the installation of modular shuttering element, the particularly making of large-scale modular shuttering element and installation can increase substantially efficiency of construction.
Feature of the present invention is that also described hollow unit is anchored on the truss.Like this, when hollow unit is anchored on the truss, obtained support between hollow unit and the truss mutually.
Feature of the present invention also is in the described hollow unit support member is arranged.Like this, when being provided with support member in the hollow unit, support member has carried out bracing reinforcement to the wallboard of hollow unit, makes modular shuttering element in application process, and hollow unit is difficult for being damaged by pressure, has reduced the loss of modular shuttering element, has reduced the proportion of goods damageds.
Feature of the present invention is that also the upper chord of described truss is two chord members.Like this, when the upper chord of truss was two chord member, the resistance to compression of truss, shear resistance had obtained increasing substantially, and make truss not yielding in actual application, have improved the stability of modular shuttering element.
Feature of the present invention is that also the upper chord of described truss is at interval two chord members.Like this, when the upper chord of truss was at interval two chord member, the intensity of upper chord had obtained strengthening significantly, and the resistance to compression of truss, shear resistance have obtained increasing substantially, and make truss not yielding in actual application, have improved the stability of modular shuttering element.
Feature of the present invention is that also described truss is the space truss of square-section.Like this, when truss is the space truss of square-section, after modular shuttering element is applied in the In-situ cast concrete board, after Cast-in-place concrete and the truss combination, increased substantially the supporting capacity and the mechanical property of In-situ cast concrete board.
Feature of the present invention is that also described truss is the space truss of triangular-section.Like this, when truss is the space truss of triangular-section, after modular shuttering element is applied in the In-situ cast concrete board, after Cast-in-place concrete and the truss combination, increased substantially the supporting capacity and the mechanical property of In-situ cast concrete board.
Feature of the present invention is that also described truss is the space truss in del cross section.Like this, when truss is the space truss in del cross section, after modular shuttering element is applied in the In-situ cast concrete board, after Cast-in-place concrete and the truss combination, increased substantially the supporting capacity and the mechanical property of In-situ cast concrete board.
Feature of the present invention also is to be connected with between described truss and the truss fixedly muscle.Like this, after being connected and fixed muscle between the truss, fixedly muscle firmly connects into whole truss system with truss, can improve the connective stability between the truss on the template greatly, make modular shuttering element piling up, transport, being difficult for being damaged in installation and the construction application process, reduced the proportion of goods damageds of modular shuttering element.
Feature of the present invention is that also described fixedly muscle is for intersecting fixedly muscle up and down.Like this, after being connected and fixed muscle between the truss, fixedly muscle firmly connects into whole truss system with truss, can improve the connective stability between the truss on the template greatly, make modular shuttering element piling up, transport, being difficult for being damaged in installation and the construction application process, reduced the proportion of goods damageds of modular shuttering element.
Feature of the present invention is that also described fixedly muscle has upward fixedly muscle and following fixedly muscle.Like this, by last fixedly muscle and following fixedly being connected and fixed of muscle, truss is firmly connected into whole truss system, can improve the connective stability between the truss on the template greatly, make modular shuttering element piling up, transport, being difficult for being damaged in installation and the construction application process, reduced the proportion of goods damageds of modular shuttering element.
Feature of the present invention is that also described fixedly muscle is snakelike fixedly muscle, and described truss links to each other with template and is meant that template and snakelike fixedly muscle are welded to connect.Like this, when fixing muscle was snakelike fixedly muscle, snakelike fixedly muscle had further improved the rigidity that is connected between truss and the template, had increased substantially the shear resistance of modular shuttering element, make modular shuttering element pile up, transport, not fragile in installation and the work progress, reduced the proportion of goods damageds of modular shuttering element.
Feature of the present invention is also that described truss and template link to each other and is meant that template is connected with truss through suspension rod.Like this, when truss was connected by suspension rod with template, both all can separately make, and can improve the production efficiency of modular shuttering element greatly, and simultaneously, both are easy to connect, can separately be transported to the job site and assemble, had made things convenient for production, transportation and application.
Feature of the present invention is also that described truss links to each other with template and is meant that template and web member are welded to connect.Like this, truss all can separate with template to be made, and can improve the production efficiency of modular shuttering element greatly, and simultaneously, both are easy to connect, can separately be transported to the job site and assemble, has made things convenient for production, transportation and application.
Feature of the present invention also is to be embedded with connector in the described template, and truss is connected with template by connector.Like this, truss and template have been connected to form whole modular shuttering element, have improved the globality of modular shuttering element, make its pile up, transport, cracky not in installation and the work progress, reduced the proportion of goods damageds of modular shuttering element.
Feature of the present invention is that also the upper chord of described truss and lower chord are positioned at outside the template, and web member stretches into template inside, and is anchored in the template.Like this, by the connection anchoring of web member, the upper chord of truss and lower chord and template have been connected to form whole modular shuttering element, improved the globality of modular shuttering element, make its pile up, transport, cracky not in installation and the work progress, reduced the proportion of goods damageds of modular shuttering element.
Feature of the present invention is that also the upper chord of described truss and lower chord are positioned at outside the template, and the connector of lower chord and web member stretches into anchoring in the template.Like this, stretch into by connector and to connect anchoring in the template, truss and template are connected to form whole modular shuttering element, can improve the globality of modular shuttering element, make its pile up, transport, cracky not in installation and the work progress, reduced the proportion of goods damageds of modular shuttering element.
Feature of the present invention is that also described template is the strip integral mold plate.Like this, when template is the strip integral mold plate, modular shuttering element can be conveniently used in various different situations in application process, be specially adapted to little span plate, at this moment, the two ends of modular shuttering element can directly be set up on load bearing wall or the beam, can reduce cross binding and longitudinal bracing rod member in a large number, simplify construction, reduce and use difficulty.
Feature of the present invention is that also described template is cement concrete or cement mortar template.Like this, when template was cement concrete or cement mortar template, template was manufactured conveniently, and thickness is more easy to control, and simultaneously, the intensity height of template, rigidity are big, are applicable to the needs of various different occasions, and long-time air storage also is difficult for weathering corrosion and damages.
Feature of the present invention is that also the lower chord of described truss is embedded in cement concrete or the cement mortar template.Like this, after the lower chord of truss is embedded in the cement concrete template, truss and template have been combined into integral body, the globality of modular shuttering element is better, truss and template are difficult for division and destroy, make modular shuttering element pile up, transport, cracky not in installation and the work progress, can reduce the proportion of goods damageds of modular shuttering element effectively.
Feature of the present invention also is in the described template reinforce is arranged.Like this, after being provided with reinforce in the template, can increase substantially intensity, rigidity and the shear resistance of template, make template pile up, transport, not frangibility, damage in installation and the work progress, simultaneously, also can improve the supporting capacity and the safety factor of modular shuttering element in application process of template.
Feature of the present invention is that also described reinforce is the reinforce of net, hole, trellis.Like this, when reinforce is the reinforce of net, hole, trellis, the internal construction good integrity of template, can not form layer structure because of the setting of reinforce, thereby make template when bearing working load, be difficult for producing crack and delamination failure, guaranteed its overall performance.
Feature of the present invention is that also described reinforce is the reinforce of rib strip shaped.Like this, when reinforce is the reinforce of rib strip shaped, needs according to varying strength, can suitably adjust the quantity of the reinforce of different directions, the internal construction good integrity of template can not form layer structure because of the setting of reinforce, thereby make template when bearing working load simultaneously, be difficult for producing crack and delamination failure, guaranteed its overall performance.
Feature of the present invention is that also described reinforce and truss connect as one.Like this, after reinforce and truss connected as one, truss and reinforce had formed common stressed integral body, thereby make template and truss form whole modular shuttering element, have improved the overall performance and the mechanical property of modular shuttering element.
Feature of the present invention also is to be extended with in the described template reinforcing bar or iron plate reinforce.Like this, when being extended with reinforcing bar or iron plate reinforce in the template, truss can be connected anchoring with template very easily, made things convenient for manufacturing of modular shuttering element, simultaneously, after described modular shuttering element was applied in the cast-in-situ concrete structure, reinforcing bar that stretches out or iron plate reinforce can combine with Cast-in-place concrete, make prefabricated modular shuttering element be combined into integral body with Cast-in-place concrete better, can improve the shear resistance of superposed surfaces between Cast-in-place concrete and the modular shuttering element greatly.
Feature of the present invention is that also there are at least two horizontal reinforcing bar reinforces at the two ends of described template.Like this, after there are at least two horizontal reinforcing bar reinforces at the two ends of template, can increase substantially the laterally anti-folding and the shear strength of template, make its in handling or installation process not frangibility destroy, simultaneously, also improve the supporting capacity of modular shuttering element, can fully satisfy the construction needs under the various situations.
Feature of the present invention also is to be provided with in the described template prestressing reinforcing bar reinforce.Like this, when being provided with prestressing reinforcing bar reinforce in the template, after template and truss combine, form the prestress die board member, improved intensity, rigidity, tension, resistance to compression, and the supporting capacity of modular shuttering element; Simultaneously, under the situation of equal design load, compare the template that is provided with prestressed reinforcement with common templates and can further reduce thickness, weight reduction.
Feature of the present invention is that also described prestressed reinforcement reinforce serves as the lower chord of truss.Like this, truss and template have formed whole modular shuttering element, and the prestressing force lower chord has improved the strength and stiffness of modular shuttering element, make modular shuttering element form the prestressing force template, can increase substantially the supporting capacity of modular shuttering element, satisfy the needs of various different situations.
Feature of the present invention is that also described template is the template of cement, fiber, filler formation.Like this, when described template be cement, fiber, filler constitute template the time, template in light weight, the intensity height, rigidity is big, resistance to compression, shearing resistance, flexural capacity are strong, particularly carry, installation, easy construction, can reduce constructor's labour intensity significantly.
Feature of the present invention is that also the surface of described template is a tungued-and-grooved face.Like this, when modular shuttering element was applied in the cast-in-situ concrete structure, tungued-and-grooved face can increase the bonding area of template and Cast-in-place concrete greatly, improved the adhesion stress between template and the Cast-in-place concrete, made its combination firm stable more.
Feature of the present invention also is described upper chord or/and lower chord is that the prestressing force upper chord is or/and the prestressing force lower chord.Like this, when upper chord or/and lower chord is the prestressing force upper chord during prestressing force lower chord, the prestressing force upper chord is or/and the prestressing force lower chord has improved the strength and stiffness of modular shuttering element, make modular shuttering element form the prestressing force template, can increase substantially its resistance to compression, tension and shear behavior, satisfy the needs of various different situations.
Feature of the present invention also is between the upper chord of described adjacent truss and the lower chord by oblique drawknot bar drawknot.Like this, after tiltedly drawknot bar drawknot is strengthened, can strengthen the balance quality of truss greatly, make and be not prone to deviation between the truss, simultaneously, also strengthen the overall performance and the stability of modular shuttering element, make modular shuttering element not fragile in application process.
Feature of the present invention is that also the oblique drawknot bar of drawknot constitutes scissors drawknot bar between the upper chord of described adjacent truss and the lower chord.Like this, tiltedly behind the staggered formation of the drawknot bar bridging drawknot bar, can form stable gusseted strenthening member, adjacent truss can be offset, simultaneously, also strengthen the overall performance and the stability of modular shuttering element, make modular shuttering element not fragile in application process.
Feature of the present invention is that also the web member of described truss has at least one to be perpendicular web member.Like this, when in the web member of truss perpendicular web member being arranged, improved the anti-pressure ability of truss, made truss be difficult for being crushed out of shape, guaranteed the stability of truss, simultaneously, also improved the weight bearing power of modular shuttering element, made its structure more reasonable.
Feature of the present invention is that also the web member of described truss is made of continuous spirality ring muscle.Like this, when the web member of truss is made of continuous spirality ring muscle, spirality ring muscle is integral upper chord and lower chord around drawknot, the two can not separate to make it, simultaneously, and spirality ring muscle good integrity, manufacture conveniently, only need that reinforcing bar is converted into required annular and get final product, improved the production efficiency of modular shuttering element, reduced cost.
Feature of the present invention is that also described web member is the V muscle formation of elbow.Like this, when web member was the V muscle of elbow, the elbow of V muscle can be very easily be connected with the built-in connection that stretches out in the template, and perhaps elbow also can directly be anchored in the template, makes the web member anchoring more reliable and more stable.
Feature of the present invention is that also described web member is to carry the elbow V muscle of striding chord member on the back.Like this, web member is carried chord member on the back and is striden fixed limit, makes template and truss not easily separated, and simultaneously, the elbow of V muscle can be very easily be connected with the built-in connection that stretches out in the template, and perhaps elbow also can directly be anchored in the template, makes the web member anchoring more reliable and more stable.
Feature of the present invention also is described upper chord or/and stiffener is arranged on the lower chord.Like this, when described upper chord or/and after on the lower chord stiffener being set, the flexural capacity of upper chord or lower chord and rigidity have obtained significantly strengthening, make upper chord and lower chord be difficult for the bending distortion, simultaneously, also improve resistance to compression, the shear resistance of truss, can guarantee the quality of modular shuttering element effectively, improved the mechanical property of modular shuttering element.
Feature of the present invention also is on the described upper chord frange plate is arranged.Like this, after on the upper chord frange plate being set, the horizontal non-deformability of upper chord has obtained strengthening significantly, simultaneously, has also improved resistance to compression, the shear resistance of truss, has guaranteed the quality of modular shuttering element effectively.
Feature of the present invention also be described upper chord or/and lower chord or/and web member is T shape or L shaped or I shape or O shape bar.Like this, when described upper chord or/and lower chord or/and web member when being T shape or L shaped or I shape or O shape bar, can form various difform truss, can fully satisfy the practical application of various different situations, particularly satisfy the construction application under the load stress complicated situation.
Feature of the present invention is that also at least one of described upper chord or lower chord or web member is the open hollow bar.Like this, when in described upper chord or lower chord or the web member open hollow bar being arranged, can reduce the weight of truss significantly, improve the rigidity of truss, simultaneously, also can in the open hollow bar, pour into concrete as required, formation intensity height, the steel pipe concrete structure that rigidity is big has made things convenient for practical application.
Feature of the present invention is that also at least one of described upper chord or lower chord or web member is the steel pipe concrete bar.Like this, when upper chord or lower chord or web member at least one was the steel pipe concrete bar, the strength and stiffness of truss and shear behavior had obtained strengthening significantly, can improve resistance to compression, the shear resistance of truss greatly, improve the combination property of modular shuttering element, make it can bear bigger working load.
Feature of the present invention is that also described upper chord is at least two parallel upper chord groups arranged side by side.Like this, when upper chord is side by side parallel upper chord group, the anti-pressure ability of modular shuttering element, shearing resistance and rupture strength height, the truss stability on the template is good, simultaneously, also can increase substantially the weight bearing power of modular shuttering element, improves its combination property.
Feature of the present invention is that also described lower chord is at least two parallel lower chord groups arranged side by side.Like this, when lower chord is side by side parallel lower chord group, the anti-pressure ability of modular shuttering element, shearing resistance and rupture strength height, the truss stability on the template is good, simultaneously, also can increase substantially the supporting capacity of modular shuttering element, improves its combination property.
Feature of the present invention is that also described upper chord or lower chord or web member are cold band rib steel muscle.Like this, when upper chord or lower chord or web member are cold band rib steel muscle, can improve the intensity of truss, when modular shuttering element is applied in the cast-in-situ concrete structure, cold band rib steel muscle and Cast-in-place concrete are more solid and reliable in conjunction with anchoring, make template and Cast-in-place concrete be difficult for cracking destruction, improved the pouring quality of In-situ cast concrete board.
Feature of the present invention also be between described upper chord and the web member be connected to welding or screw mandrel is connected or the perforated pins connection.Like this, when adopting welding between described upper chord and the web member or screw mandrel is connected or during the perforated pins connection, upper chord and web member are convenient and fast connection, be connected firmly, and, make the connected mode between chord member and the web member more flexible, transport construction location to after can assembling in advance, also can assemble, conveniently practice at construction location.
Feature of the present invention also be between described lower chord and the web member be connected to welding or screw mandrel is connected or the perforated pins connection.Like this, when adopting welding between described upper chord and the web member or screw mandrel is connected or during the perforated pins connection, upper chord and web member are convenient and fast connection, be connected firmly, and, make the connected mode between chord member and the web member more flexible, transport construction location to after can assembling in advance, also can assemble, conveniently practice at construction location.
(4) description of drawings
Fig. 1 is the structural representation of the embodiment of the invention 1.
Fig. 2 is the structural representation of the embodiment of the invention 2.
Fig. 3 is the structural representation of the embodiment of the invention 3.
Fig. 4 is the structural representation of the embodiment of the invention 4.
Fig. 5 is the structural representation of the embodiment of the invention 5.
Fig. 6 is the structural representation of the embodiment of the invention 6.
Fig. 7 is the structural representation of the embodiment of the invention 7.
Fig. 8 is the structural representation of the embodiment of the invention 8.
Fig. 9 is the structural representation of the embodiment of the invention 9.
Figure 10 is the structural representation of the embodiment of the invention 10.
Figure 11 is the structural representation of the embodiment of the invention 11.
Figure 12 is the structural representation of the embodiment of the invention 12.
Figure 13 is the structural representation of the embodiment of the invention 13.
Figure 14 is the structural representation of the embodiment of the invention 14.
Figure 15 is the structural representation of the embodiment of the invention 15.
Figure 16 is the structural representation of the embodiment of the invention 16.
Figure 17 is the structural representation of the embodiment of the invention 17.
Figure 18 is the structural representation of the embodiment of the invention 18.
Figure 19 is the structural representation of the embodiment of the invention 19.
Figure 20 is the structural representation of the embodiment of the invention 20.
Figure 21 is the structural representation of the embodiment of the invention 21.
Figure 22 is the structural representation of the embodiment of the invention 22.
Figure 23 is the structural representation of the embodiment of the invention 23.
Figure 24 is the structural representation of the embodiment of the invention 24.
Figure 25 is the structural representation of the embodiment of the invention 25.
Figure 26 is the structural representation of the embodiment of the invention 26.
Figure 27 is the structural representation of the embodiment of the invention 27.
Figure 28 is the structural representation of the embodiment of the invention 28.
Figure 29 is the structural representation of the embodiment of the invention 29.
Figure 30 is the structural representation of the embodiment of the invention 30.
Figure 31 is the structural representation of the embodiment of the invention 31.
(5) specific embodiment
The present invention is further illustrated below in conjunction with drawings and Examples.
The present invention as shown in drawings, comprise template 1, it is characterized in that also including the truss 2 of parallel alternate laying, truss 2 is arranged on the template 1, and the formation that links to each other is whole, truss 2 is provided with upper chord 3, lower chord 4, web member 5, and web member 5 links to each other with lower chord 4 with upper chord 3, has at least one hollow unit 6 to be connected to form integral body with truss 2 between the truss 3.In the accompanying drawing, 1 is template, and 2 is truss, and 3 is upper chord, and 4 is lower chord, and 5 is web member, and 6 is hollow unit, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, force-bearing type template component comprises template 1, it also includes the truss 2 of parallel alternate laying, truss 2 is arranged on the template 1, and the formation that links to each other is whole, truss 2 is provided with upper chord 3, lower chord 4, web member 5, and web member 5 links to each other with lower chord 4 with upper chord 3, has hollow unit 6 and truss 2 to be connected to form integral body between the truss 3.
Feature of the present invention is that also described hollow unit 6 is the closed hollow member.As shown in Figure 1, its described hollow unit 6 is the closed hollow member.
Feature of the present invention is that also described hollow unit 6 is the opening basin-shaped component.As shown in Figure 2, its described hollow unit 6 is the opening basin-shaped component.
Feature of the present invention is that also described hollow unit 6 is put together at least one plate 7, and the amalgamation position has mosaic piece 8 to connect into integral body.As shown in Figure 3, its described hollow unit 6 is put together by plate 7, and the amalgamation position has mosaic piece 8 to connect into integral body.
Feature of the present invention is that also described hollow unit 6 is connected with upper chord 3.As shown in Figure 4, its described hollow unit 6 is connected with upper chord 3.
Feature of the present invention is that also described hollow unit 6 is connected with lower chord 4.As shown in Figure 5, its described hollow unit 6 is connected with lower chord 4.
Feature of the present invention is that also described hollow unit 6 is connected with web member 5.As shown in Figure 6, its described hollow unit 6 is connected with web member 5.
Feature of the present invention is that also described hollow unit 6 connects into integral body with truss 2 by connector 9.As shown in Figure 7, its described hollow unit 6 connects into integral body with truss 2 by connector 9.
Feature of the present invention is that also described connector 9 is unidirectional band.As shown in Figure 7, its described connector 9 is unidirectional band.
Feature of the present invention is that also described connector 9 is iron wire or rope.As shown in Figure 2, its described connector 9 is iron wire or rope.
Feature of the present invention is that also described connector 9 is male and female groove or latch.As shown in Figure 8, its described connector 9 is a latch.
Feature of the present invention is that also described connector 9 is non-return jack buckle.As shown in Figure 7, its described connector 9 is non-return jack buckle.
Feature of the present invention is that also described at least two above hollow units 6 are in 2 vertically arrangements of truss.As shown in Figure 8, its described a plurality of hollow units 6 are vertically arranged 2 of truss.
Feature of the present invention is that also described at least two above hollow units 62 of truss vertically alternately.As shown in Figure 8, its described a plurality of above hollow units 62 of truss vertically alternately.
Feature of the present invention is that also described at least two emptying heart members 6 are transversely arranged.As shown in Figure 9, its described two emptying heart members 6 are transversely arranged.
Feature of the present invention also is the arrangement of described at least two emptying heart members 6 lateral separations.As shown in Figure 9, arrange its described two emptying heart members 6 lateral separations.
Feature of the present invention also is the 6 horizontal and vertical arrangements of described at least two row two emptying heart members.As shown in Figure 9, its described four row, two emptying heart members 6 horizontal and vertical arrangements.
Feature of the present invention also is described at least two row two emptying heart members 6 horizontal and vertical being spaced.As shown in Figure 9, its described four row, two emptying heart members, 6 horizontal and vertical being spaced.
Feature of the present invention is that also described hollow unit 6 is the overlapped hollow member.As shown in figure 10, its described hollow unit 6 is the overlapped hollow member.
Feature of the present invention is that also described hollow unit 6 and template 1 are provided with at interval.As shown in Figure 3, its described hollow unit 6 is provided with at interval with template 1.
Feature of the present invention also is changing at interval between described hollow unit 6 and the template 1.As shown in figure 10, changing at interval between its described hollow unit 6 and the template 1.
Feature of the present invention has been that also at least three hollow units 6 are parallel.As shown in figure 11, it is parallel that it has three hollow units 6.
Feature of the present invention is that also described hollow unit 6 is anchored on the truss 2.As shown in figure 11, its described hollow unit 6 is anchored on the truss 2.
Feature of the present invention also is in the described hollow unit 6 support member 10 is arranged.As shown in Figure 8, in its described hollow unit 6 support member 10 is arranged.
Feature of the present invention is that also the upper chord 3 of described truss 2 is two chord members.As shown in figure 12, the upper chord 3 of its described truss 2 is two chord members.
Feature of the present invention is that also the upper chord 3 of described truss 2 is at interval two chord members.As shown in figure 12, the upper chord 3 of its described truss 2 is at interval two chord members.
Feature of the present invention is that also described truss 2 is the space truss of square-section.As shown in figure 13, its described truss 2 is the space truss of square-section.
Feature of the present invention is that also described truss 2 is the space truss of triangular-section.As shown in Figure 4, its described truss 2 is the space truss of triangular-section.
Feature of the present invention is that also described truss 2 is the space truss in del cross section.As shown in figure 14, its described truss 2 is the space truss in del cross section.
Feature of the present invention also is to be connected with between described truss 2 and the truss 2 fixedly muscle 11.As shown in figure 15, be connected with fixedly muscle 11 between its described truss 2 and the truss 2.
Feature of the present invention is that also described fixedly muscle 11 is for intersecting fixedly muscle up and down.As shown in figure 16, its described fixedly muscle 11 is for intersecting fixedly muscle up and down.
Feature of the present invention is that also described fixedly muscle 11 has upward fixedly muscle and following fixedly muscle.As shown in figure 15, its described fixedly muscle 11 has upward fixedly muscle and following fixedly muscle.
Feature of the present invention is that also described fixedly muscle 11 is snakelike fixedly muscle, and described truss 2 links to each other with template 1 and is meant that template 1 and snakelike fixedly muscle 11 are welded to connect.As shown in figure 17, what have in its described fixedly muscle 11 is snakelike fixedly muscle, and described truss 2 links to each other with template 1 and is meant that template 1 and snakelike fixedly muscle 11 are welded to connect.
Feature of the present invention is also that described truss 2 and template 1 links to each other and is meant that template 1 is connected with truss 2 through suspension rod 12.As shown in figure 15, its described truss 2 and template 1 links to each other and is meant that template 1 is connected with truss 2 through suspension rod 12.
Feature of the present invention is also that described truss 2 links to each other with template 1 and is meant that template 1 and web member 5 are welded to connect.As shown in figure 16, its described truss 2 links to each other with template 1 and is meant that template 1 and web member 5 are welded to connect.
Feature of the present invention also is to be embedded with connector 9 in the described template 1, and truss 2 is connected with template 1 by connector 9.As shown in figure 17, be embedded with connector 9 in its described template 1, truss 2 is connected with template 1 by connector 9.
Feature of the present invention is that also the upper chord 3 of described truss 2 and lower chord 4 are positioned at outside the template 1, and web member 5 stretches into template 1 inside, and is anchored in the template 1.As shown in figure 18, the upper chord 3 of its described truss 2 and lower chord 4 are positioned at outside the template 1, and web member 5 stretches into template 1 inside, and is anchored in the template 1.
Feature of the present invention is that also the upper chord 3 of described truss 2 and lower chord 4 are positioned at outside the template 1, and lower chord 4 stretches into anchoring in the template 1 with the connector 9 of web member 5.As shown in figure 18, the upper chord 3 of its described truss 2 and lower chord 4 are positioned at outside the template 1, and lower chord 4 stretches into anchoring in the template 1 with the connector 9 of web member 5.
Feature of the present invention is that also described template 1 is the strip integral mold plate.As shown in figure 19, its described template 1 is the strip integral mold plate.
Feature of the present invention is that also described template 1 is cement concrete or cement mortar template.As shown in figure 19, its described template 1 is the cement concrete template.
Feature of the present invention is that also the lower chord 4 of described truss 2 is embedded in cement concrete or the cement mortar template 1.As shown in figure 19, the lower chord 4 of its described truss 2 is embedded in the cement concrete template 1.
Feature of the present invention also is in the described template 1 reinforce 13 is arranged.As shown in figure 20, in its described template 1 reinforce 13 is arranged.
Feature of the present invention also is the reinforce of described reinforce 13 for net, hole, trellis.As shown in figure 20, its described reinforce 13 is netted reinforce.
Feature of the present invention is that also described reinforce 13 is the reinforce of rib strip shaped.As shown in figure 21, its described reinforce 13 is the reinforce of rib strip shaped.
Feature of the present invention is that also described reinforce 13 connects as one with truss 2.As shown in figure 21, its described reinforce 13 connects as one with truss 2.
Feature of the present invention also is to be extended with in the described template 1 reinforcing bar or iron plate reinforce 13.As shown in figure 22, be extended with reinforcing bar reinforce 13 in its described template 1.
Feature of the present invention is that also there are at least two horizontal reinforcing bar reinforces 13 at the two ends of described template 1.As shown in figure 22, there are many horizontal reinforcing bar reinforces 13 at the two ends of its described template 1.
Feature of the present invention also is to be provided with in the described template 1 prestressing reinforcing bar reinforce 13.As shown in figure 22, be provided with prestressing reinforcing bar reinforce 13 in its described template 1.
Feature of the present invention is that also described prestressed reinforcement reinforce 13 serves as the lower chord 4 of truss 2.As shown in figure 23, its described prestressed reinforcement reinforce 13 serves as the lower chord 4 of truss 2.
Feature of the present invention also is the base plate that described template 1 constitutes for cement, fiber, filler.As shown in figure 23, its described template 1 is the base plate of cement filler formation.
Feature of the present invention is that also the surface of described template 1 is a tungued-and-grooved face.As shown in figure 23, the surface of its described template 1 is a tungued-and-grooved face.
Feature of the present invention also is described upper chord 3 or/and lower chord 4 is that the prestressing force upper chord is or/and the prestressing force lower chord.As shown in figure 24, its described upper chord 3 and lower chord 4 are prestressing force upper chord and prestressing force lower chord.
Feature of the present invention also is between the upper chord 3 of described adjacent truss 2 and the lower chord 4 by oblique drawknot bar 14 drawknots.As shown in figure 24, between the upper chord 3 of its described adjacent truss 2 and the lower chord 4 by oblique drawknot bar 14 drawknots.
Feature of the present invention is that also the oblique drawknot bar 14 of drawknot between the upper chord 3 of described adjacent truss 2 and the lower chord 4 constitutes scissors drawknot bars.As shown in figure 24, the oblique drawknot bar 14 of drawknot constitutes scissors drawknot bar between the upper chord 3 of its described adjacent truss 2 and the lower chord 4.
Feature of the present invention is that also the web member 5 of described truss 2 has at least one to be perpendicular web member.What as shown in figure 24, the web member 5 of its described truss 2 had is perpendicular web member.
Feature of the present invention is that also the web member 5 of described truss 2 is made of continuous spirality ring muscle.As shown in figure 12, the web member 5 of its described truss 2 is made of continuous spirality ring muscle.
Feature of the present invention is that also described web member 5 constitutes for the V muscle of elbow.As shown in figure 25, its described web member 5 is elbow the V muscle constitutes.
Feature of the present invention is that also described web member 5 is for carrying the elbow V muscle of striding chord member on the back.As shown in figure 26, its described web member 5 is for carrying the elbow V muscle of striding chord member on the back.
Feature of the present invention also is described upper chord 3 or/and stiffener 15 is arranged on the lower chord 4.As shown in figure 27, on its described upper chord 3 stiffener 15 is arranged.
Feature of the present invention also is on the described upper chord 3 frange plate 16 is arranged.As shown in figure 28, on its described upper chord 3 frange plate 16 is arranged.
Feature of the present invention also be described upper chord 3 or/and lower chord 4 or/and web member 5 is T shape or L shaped or I shape or O shape bar.As shown in figure 29, its described upper chord 3 is an O shape bar.
Feature of the present invention is that also at least one of described upper chord 3 or lower chord 4 or web member 5 is the open hollow bar.As shown in figure 29, its described upper chord 3 is the open hollow bar.
Feature of the present invention is that also at least one of described upper chord 3 or lower chord 4 or web member 5 is the steel pipe concrete bar.As shown in figure 30, its described upper chord 3 is the steel pipe concrete bar.
Feature of the present invention is that also described upper chord 3 is at least two parallel upper chord groups arranged side by side.As shown in figure 18, its described upper chord 3 is two parallel upper chord groups arranged side by side.
Feature of the present invention is that also described lower chord 4 is at least two parallel lower chord groups arranged side by side.As shown in figure 18, its described lower chord 4 is two parallel lower chord groups arranged side by side.
Feature of the present invention is that also described upper chord 3 or lower chord 4 or web member 5 are cold band rib steel muscle.As shown in figure 31, its described web member 5 is cold band rib steel muscle.
Feature of the present invention also be between described upper chord 3 and the web member 5 be connected to welding or screw mandrel is connected or the perforated pins connection.As shown in figure 31, being connected between its described upper chord 3 and the web member 5 is welded to connect.
Feature of the present invention also be between described lower chord 4 and the web member 5 be connected to welding or screw mandrel is connected or the perforated pins connection.As shown in figure 31, being connected between its described lower chord 4 and the web member 5 is welded to connect.
During the invention process, can adopt cement concrete or cement mortar to make template 1, reinforcing bar or prestressed reinforcement reinforce 13 can be set in template 1, truss 2 can adopt reinforcing bar to be welded, and adopt welding or connector 9 to be connected to form integral body with template 1, and use injection molding hollow unit 6 then, perhaps adopt the cement mortar fiberglass gridding cloth to be made into hollow unit 6, and hollow unit 6 is fixed on the template 1, can form force-bearing type template component of the present invention.
Claims (10)
1, a kind of force-bearing type template component, comprise template (1), it is characterized in that also including the truss (2) of parallel alternate laying, truss (2) is arranged on the template (1), and the formation that links to each other is whole, truss (2) is provided with upper chord (3), lower chord (4), web member (5), and web member (5) links to each other with lower chord (4) with upper chord (3), has at least one hollow unit (6) and truss (2) to be connected to form integral body between the truss (3).
2, force-bearing type template component according to claim 1 is characterized in that described hollow unit (6) is the closed hollow member.
3, force-bearing type template component according to claim 1 is characterized in that described hollow unit (6) is the opening basin-shaped component.
4, force-bearing type template component according to claim 1 is characterized in that described hollow unit (6) is put together at least one plate (7), and the amalgamation position has mosaic piece (8) to connect into integral body; Perhaps hollow unit (6) is connected with upper chord (3); Perhaps hollow unit (6) is connected with lower chord (4); Perhaps hollow unit (6) is connected with web member (5).
5, force-bearing type template component according to claim 1 is characterized in that described hollow unit (6) and truss (2) connect into integral body by connector (9); Perhaps connector (9) is unidirectional band; Perhaps connector (9) is iron wire or rope; Perhaps connector (9) is male and female groove or latch; Perhaps connector (9) is non-return jack buckle; Perhaps at least two above hollow units (6) are vertically arranged between truss (2); Perhaps at least two above hollow units (6) between truss (2) vertically alternately.
6, force-bearing type template component according to claim 1 is characterized in that described at least two emptying heart members (6) are transversely arranged; Perhaps arrange at least two emptying heart member (6) lateral separations; The perhaps horizontal and vertical arrangement of at least two row two emptying heart members (6); Perhaps horizontal and vertical being spaced of at least two row two emptying heart members (6); Perhaps hollow unit (6) is the overlapped hollow member; Perhaps hollow unit (6) is provided with at interval with template (1); Perhaps changing at interval between hollow unit (6) and the template (1); Perhaps there are at least three hollow units (6) parallel; Perhaps hollow unit (6) is anchored on the truss (2); Perhaps in the hollow unit (6) support member (10) is arranged.
7, force-bearing type template component according to claim 1 is characterized in that the upper chord (3) of described truss (2) is two chord members; Perhaps the upper chord (3) of truss (2) is at interval two chord members; Perhaps truss (2) is the space truss of square-section; Perhaps truss (2) is the space truss of triangular-section; Perhaps truss (2) is the space truss in del cross section; Perhaps be connected with fixedly muscle (11) between truss (2) and the truss (2); Perhaps fixedly muscle (11) is the fixedly muscle about intersecting; Perhaps fixedly muscle (11) has upward fixedly muscle and following fixedly muscle; Perhaps fixedly muscle (11) is snakelike fixedly muscle, and described truss (2) links to each other with template (1) and is meant that template (1) and snakelike fixedly muscle (11) are welded to connect; Perhaps truss (2) is meant that with template (1) is continuous template (1) is connected with truss (2) through suspension rod (12); Perhaps truss (2) links to each other with template (1) and is meant that template (1) and web member (5) are welded to connect; Perhaps be embedded with connector (9) in the template (1), truss (2) is connected with template (1) by connector (9); Perhaps the upper chord (3) of truss (2) and lower chord (4) are positioned at outside the template (1), and web member (5) stretches into template (1) inside, and are anchored in the template (1); Perhaps the upper chord (3) of truss (2) and lower chord (4) are positioned at outside the template (1), and lower chord (4) stretches into the interior anchoring of template (1) with the connector (9) of web member (5); Perhaps template (1) is the strip integral mold plate.
8, force-bearing type template component according to claim 1 is characterized in that described template (1) is cement concrete or cement mortar template; Perhaps the lower chord (4) of truss (2) is embedded in cement concrete or the cement mortar template (1); Perhaps in the template (1) reinforce (13) is arranged; Perhaps reinforce (13) is the reinforce of net, hole, trellis; Perhaps reinforce (13) is the reinforce of rib strip shaped; Perhaps reinforce (13) connects as one with truss (2); Perhaps be extended with reinforcing bar or iron plate reinforce (13) in the template (1); Perhaps there are at least two horizontal reinforcing bar reinforces (13) at the two ends of template (1); Perhaps be provided with prestressing reinforcing bar reinforce (13) in the template (1); Perhaps prestressed reinforcement reinforce (13) serves as the lower chord (4) of truss (2); Perhaps template (1) is the base plate of cement, fiber, filler formation; Perhaps the surface of template (1) is a tungued-and-grooved face.
9, force-bearing type template component according to claim 1 is characterized in that described upper chord (3) or/and lower chord (4) is that the prestressing force upper chord is or/and the prestressing force lower chord; Between the upper chord (3) of perhaps adjacent truss (2) and the lower chord (4) by oblique drawknot bar (14) drawknot; The oblique drawknot bar (14) of drawknot constitutes scissors drawknot bar between the upper chord (3) of perhaps adjacent truss (2) and the lower chord (4); Perhaps the web member (5) of truss (2) has at least one to be perpendicular web member; Perhaps the web member (5) of truss (2) is made of continuous spirality ring muscle; Perhaps web member (5) is the V muscle formation of elbow; Perhaps web member (5) is for carrying the elbow V muscle of striding chord member on the back; Perhaps upper chord (3) is or/and there is stiffener (15) on the lower chord (4); Perhaps on the upper chord (3) frange plate (16) is arranged.
10, force-bearing type template component according to claim 1, it is characterized in that described upper chord (3) or/and lower chord (4) or/and web member (5) is T shape or L shaped or I shape or O shape bar; Perhaps at least one of upper chord (3) or lower chord (4) or web member (5) is the open hollow bar; Perhaps at least one of upper chord (3) or lower chord (4) or web member (5) is the steel pipe concrete bar; Perhaps upper chord (3) is at least two parallel upper chord groups arranged side by side; Perhaps lower chord (4) is at least two parallel lower chord groups arranged side by side; Perhaps upper chord (3) or lower chord (4) or web member (5) are cold band rib steel muscle; Perhaps between upper chord (3) and the web member (5) be connected to welding or screw mandrel is connected or the perforated pins connection; Perhaps between lower chord (4) and the web member (5) be connected to welding or screw mandrel is connected or the perforated pins connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200510088317 CN1904274A (en) | 2005-07-28 | 2005-07-28 | Force bearing type mould plate construction unit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200510088317 CN1904274A (en) | 2005-07-28 | 2005-07-28 | Force bearing type mould plate construction unit |
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| Publication Number | Publication Date |
|---|---|
| CN1904274A true CN1904274A (en) | 2007-01-31 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200510088317 Pending CN1904274A (en) | 2005-07-28 | 2005-07-28 | Force bearing type mould plate construction unit |
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| CN (1) | CN1904274A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103711244A (en) * | 2013-12-30 | 2014-04-09 | 中国十七冶集团有限公司 | Double-layer all-steel structure floor slab embedded with steel channel beam |
-
2005
- 2005-07-28 CN CN 200510088317 patent/CN1904274A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103711244A (en) * | 2013-12-30 | 2014-04-09 | 中国十七冶集团有限公司 | Double-layer all-steel structure floor slab embedded with steel channel beam |
| CN103711244B (en) * | 2013-12-30 | 2015-12-23 | 中国十七冶集团有限公司 | The double-deck full steel structure floor of embedded steel channel beam |
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