CN1904271A - Structure force bearing type mould plate construction unit - Google Patents
Structure force bearing type mould plate construction unit Download PDFInfo
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- CN1904271A CN1904271A CN 200510085701 CN200510085701A CN1904271A CN 1904271 A CN1904271 A CN 1904271A CN 200510085701 CN200510085701 CN 200510085701 CN 200510085701 A CN200510085701 A CN 200510085701A CN 1904271 A CN1904271 A CN 1904271A
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Abstract
A structural-load-carrying template component includes the template (1) and at least one web shelf (2) which is set on the template and connected to form the whole. The web shelf 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 three connected web members are in at least one node (6) to form the reticular three-dimensional member bar structure. 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 structure bearing type template member.
(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 structure bearing type template member for being badly in need of.
(3) summary of the invention
The object of the present invention is to provide a kind of structure bearing type template member, this structure-bearing modular shuttering element itself is two-way Force transmission parts, when being applied to In-situ cast concrete board, can participate in the common power transmission of load-carrying construction, form two-way 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 at least one rack, rack is arranged on the template, and the formation that links to each other is whole, and rack is provided with upper chord, lower chord, web member, and web member links to each other with lower chord with upper chord, on at least one node, there are at least three web members to link to each other, constitute netted three-dimensional member structure each other.Like this, owing to also include at least one rack, rack is arranged on the template, and the formation that links to each other is whole, rack is provided with upper chord, lower chord, web member, web member links to each other with lower chord with upper chord, on at least one node, there are at least three web members to link to each other, constitute netted three-dimensional member structure each other, this structure bearing type template member itself is two-way Force transmission parts, when being applied to In-situ cast concrete board, but the common power transmission of participation structure, form two-way load-carrying construction, and the intensity height of modular shuttering element, rigidity is big; 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 template, improve the overall performance of superstructure, simultaneously, can give full play to the mechanical property of truss member, reduce the consumption of the reinforcing bar of In-situ cast concrete board, the thickness of attenuate In-situ cast concrete board reduces cost, in addition, modular shuttering element can be realized producing in enormous quantities in factory, help reducing production costs and construction cost, be applicable to the hollowcore slab of various cast-in-situ reinforced concretes or prestressed reinforced concrete, superstructure, roof system, sole plate, body of wall and bridge use, and are specially adapted to arch without beam and use.
Feature of the present invention is that also described rack is a flat plate framed structure.Like this, when the rack that is provided with on the template is flat plate framed structure, flat plate framed structure can very provide support power for template equably, each fulcrum of template all can effectively be supported, the shear resistance and the compressive strength of modular shuttering element have been improved, when described modular shuttering element was used, the setting of flat plate framed structure can reduce the interim support of modular shuttering element bottom, has reduced labour intensity and material cost.
Feature of the present invention is that also described rack is a quadrangular pyramid shape rack.Like this, when described rack was quadrangular pyramid shape rack, quadrangular pyramid shape rack had good stable, simultaneously, also possess good shear behavior, the modular shuttering element overall performance that adopts quadrangular pyramid shape rack to make is good, in light weight, can be widely used in the various cast-in-situ concrete structures.
Feature of the present invention also is to be connected with between described rack and the rack fixedly muscle.Like this, after being connected and fixed muscle between the rack, fixedly muscle firmly connects into the integral net frame system with rack, has improved the connective stability between the rack on the template greatly, make modular shuttering element piling up, transport, being difficult for being damaged 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 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, rack is firmly connected into the integral net frame system, improved the connective stability between the rack on the template greatly, make modular shuttering element piling up, transport, being difficult for being damaged 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 fixedly muscle is snakelike fixedly muscle, and described rack 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 fixingly further being connected between rack and the template reinforced 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 rack and template link to each other and is meant that template is connected with rack through suspension rod.Like this, when rack was connected by suspension rod with template, both all can separately make, and had improved production efficiency greatly, and simultaneously, both are easy to connect, can separately be transported to site of deployment and assemble, had made things convenient for to produce and use.
Feature of the present invention is also that described rack links to each other with template and is meant that template and web member are welded to connect.Like this, rack and template adopt the mode firm and reliable connection of welding, and rack is difficult for loose or dislocation, simultaneously, are welded to connect convenient and swiftly, and link cost is low, helps reducing production costs.
Feature of the present invention also is to be embedded with connector in the described template, and rack is connected with template by connector.Like this, template and rack all can divide the making of coming, transportation, be very easy to and manufacture, reduce the difficulty that is connected of template and rack, improved production efficiency, simultaneously, both also can separately transport, can reduce cost of transportation, and separately transport not fragile template, reduce the proportion of goods damageds of modular shuttering element effectively.
Feature of the present invention is that also the upper chord of described rack and lower chord are positioned at outside the template, and web member stretches into template inside, and is anchored in the template.Like this,, rack and template have been connected to form whole modular shuttering element, have improved the globality of modular shuttering element, made it pile up, transport, be difficult in installation and the work progress destroyed, reduced the proportion of goods damageds of modular shuttering element by the connection anchoring of web member.
Feature of the present invention is that also the upper chord of described rack 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,, rack and template have been connected to form whole modular shuttering element, have improved the globality of modular shuttering element, made it pile up, transport, be difficult in installation and the work progress destroyed, reduced the proportion of goods damageds of modular shuttering element by the connector anchoring of web member.
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, 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 the application 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 very easily controlled, and simultaneously, the intensity height of template, rigidity are big, and long-time air storage is not perishable yet.
Feature of the present invention is that also the lower chord of described rack is embedded in cement concrete or the cement mortar template.Like this, after the lower chord of rack is embedded in the cement concrete template, rack and template have been combined into integral body, the good integrity of modular shuttering element, rack and template are difficult for division and destroy, make modular shuttering element pile up, transport, cracky not in installation and the work progress, reduced 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, reinforce has increased 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 improve the ability of template carrying load, improved the safety factor of modular shuttering element.
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, can suitably adjust the quantity of the reinforce of different directions according to the needs of varying strength, the internal construction good integrity of while 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 and rack connect as one.Like this, after reinforce and rack connected as one, rack and reinforce had formed common stressed integral body, thereby make template and rack form whole modular shuttering element, have improved the overall performance 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, rack 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, separation not easy to crack.
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, the laterally anti-folding and the shear strength of template have been increased substantially, make it in handling or installation process, be difficult for amounting to destruction, simultaneously, also improve the weight bearing power of die component, can fully satisfy the construction requirement 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 rack combine, formed the prestress die board member, improved intensity, rigidity, tension, resistance to compression and the shear resistance 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 rack.Like this, rack 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, increase substantially its resistance to compression tension and shear behavior, can fully 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, have reduced 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 the surface of described template is that the modular shuttering element of tungued-and-grooved face is when being applied in the cast-in-situ concrete structure, tungued-and-grooved face has increased the bonding area of template and Cast-in-place concrete greatly, has improved the adhesion stress between template and the Cast-in-place concrete, makes 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, increase substantially its resistance to compression tension and shear behavior, can fully satisfy the needs of various different situations.
Feature of the present invention also is between the upper chord of described adjacent rack and the lower chord by oblique drawknot bar drawknot.Like this, after the drawknot of drawknot bar is strengthened, strengthened the balance quality of rack greatly, made to be difficult for off normal between the rack, simultaneously, also strengthened the overall performance and the stability of modular shuttering element, made 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 rack and the lower chord.Like this, tiltedly behind the staggered member scissors drawknot bar of drawknot bar, formed stable gusseted strenthening member, adjacent rack can be offset, simultaneously, also strengthened the overall performance and the stability of modular shuttering element, made modular shuttering element not fragile in application process.
Feature of the present invention is that also the web member of described rack has at least one to be perpendicular web member.Like this, perpendicular web member is arranged in the web member of rack, modular shuttering element is when using, perpendicular web member can be passed to working load on the template, and then is passed on the support hack lever under it, has transmitted working load effectively, simultaneously, montant has guaranteed that also modular shuttering element is survivable in application process.
Feature of the present invention is that also the web member of described rack is made of continuous spirality ring muscle.Like this, when the web member of rack was made of the spirality ring muscle that connects, continuous spirality ring muscle has improved the shear resistance of modular shuttering element effectively, simultaneously, makes that also the globality of rack is better, and was survivable.
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, and elbow 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 rack not easily separated, 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, and elbow 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 warping resistance ability of upper chord or lower chord has 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 rack, guaranteed the quality of modular shuttering element effectively.
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 rack, 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, form various difform racks, can fully satisfy the practical application of various different situations, particularly satisfied 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, reduced the weight of rack significantly, improve the rigidity of rack, simultaneously, also can in the open hollow bar, inject 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 rack and shear behavior had obtained strengthening significantly, have improved resistance to compression, the shear resistance of rack greatly, improved the combination property of modular shuttering element, made 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 rack good stability on the template simultaneously, has also promoted the weight bearing power of modular shuttering element significantly, has improved 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 upper chord group, the anti-pressure ability of modular shuttering element, shearing resistance and rupture strength height, the rack good stability on the template simultaneously, has also promoted the weight bearing power of modular shuttering element significantly, has improved 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, improved the intensity of rack, when modular shuttering element is applied in the cast-in-situ concrete structure, cold band rib steel muscle and Cast-in-place concrete are reliable and stable in conjunction with anchoring, thereby have guaranteed that template and Cast-in-place concrete are difficult for cracking destruction, have improved cast-in-place quality.
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 application site to after can assembling in advance, also can assemble, make things convenient for to practice in application site.
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 between described lower chord and the web member be connected to welding or screw mandrel is connected or during the perforated pins connection, lower 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 application site to after can assembling in advance, also can assemble, make things convenient for to practice in application site.
Feature of the present invention is that also described template is provided with shuttering member.Like this, after shuttering member is applied in the cast-in-situ concrete structure, formed the cast-in-place and prefabricated hollow concrete structure that combines, shuttering member can be emptied the concrete that does not stress in the structure, has saved cost, has also reduced the weight of concrete structure simultaneously, improve its weight bearing power, improved the combination property of structure.
Feature of the present invention is that also described at least one shuttering member is arranged in the interval between the rack.Like this, after shuttering member is applied in the cast-in-situ concrete structure, formed the cast-in-place and prefabricated hollow concrete structure that combines, shuttering member can be emptied the concrete that does not stress in the structure, has saved cost, has also reduced the weight of concrete structure simultaneously, improve its weight bearing power, improved the combination property of structure.
Feature of the present invention is that also described shuttering member is vertically or/and the lateral separation arrangement.Like this, after described shuttering member was applied in the cast-in-situ concrete structure, Cast-in-place concrete had formed the two-way dark rib structure of cast-in-place concrete hidden rib or Cast-in-place concrete in pouring at interval, has improved the inside load-carrying construction of cast-in-situ concrete structure effectively.
Feature of the present invention is also that described shuttering member is unsettled and is arranged on the template.Like this, after described shuttering member was applied in the cast-in-situ concrete structure, Cast-in-place concrete poured in the space between shuttering member and the template and has formed the In-situ cast concrete board structure, has increased substantially the shock resistance of cast-in-situ concrete structure.
Feature of the present invention is that also described shuttering member is connected with rack.Like this, shuttering member firmly is fixed in the rack, makes its formwork in application process can not move the generation error, has guaranteed the structure accuracy of cast-in-situ concrete structure inside.
(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.
(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 at least one rack 2, rack 2 is arranged on the template 1, and the formation that links to each other is whole, and rack 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, on at least one node 6, there are at least three web members 5 to link to each other, constitute netted three-dimensional member structure each other.In each accompanying drawing, 1 is template, and 2 is rack, and 3 is upper chord, and 4 is lower chord, and 5 is web member, and 6 is node, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, structure bearing type template member comprises template 1, its described modular shuttering element also includes rack 2, rack 2 is arranged on the template 1, and the formation that links to each other is whole, and rack 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, on node 6, there are three web members 5 to link to each other, constitute netted three-dimensional member structure each other.
Feature of the present invention is that also described rack 2 is flat plate framed structure.As shown in Figure 2, its described rack 2 is a flat plate framed structure.
This 10 bright feature is that also described rack 2 is quadrangular pyramid shape rack.As shown in Figure 3, its described rack 2 is a quadrangular pyramid shape rack.
Feature of the present invention also is to be connected with between described rack 2 and the rack 2 fixedly muscle 7.As shown in Figure 4, be connected with fixedly muscle 7 between its described rack 2 and the rack 2.
Feature of the present invention is that also described fixedly muscle 7 has upward fixedly muscle and following fixedly muscle.As shown in Figure 5, its described fixedly muscle 7 has upward fixedly muscle and following fixedly muscle.
Feature of the present invention is that also described fixedly muscle 7 is snakelike fixedly muscle, and described rack 2 links to each other with template 1 and is meant that template 1 and snakelike fixedly muscle 7 are welded to connect.As shown in Figure 6, its described fixedly muscle 7 is snakelike fixedly muscle, and rack 2 links to each other with template 1 and is meant that template 1 and snakelike fixedly muscle 7 are welded to connect.
Feature of the present invention is also that described rack 2 and template 1 links to each other and is meant that template 1 is connected with rack 2 through suspension rod 8.As shown in Figure 7, its described rack 2 and template 1 links to each other and is meant that template 1 is connected with rack 2 through suspension rod 8.
Feature of the present invention is also that described rack 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 8, its described rack 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 rack 2 is connected with template 1 by connector 9.As shown in Figure 9, be embedded with connector 9 in its described template 1, rack 2 is connected with template 1 by connector 9.
Feature of the present invention is that also the upper chord 3 of described rack 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 10, the upper chord 3 of its described rack 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 rack 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 11, the upper chord 3 of its described rack 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 11, 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 11, its described template 1 is the cement concrete template.
Feature of the present invention is that also the lower chord 4 of described rack 2 is embedded in cement concrete or the cement mortar template 1.As shown in Figure 6, the lower chord 4 of its described rack 2 is embedded in the cement concrete template 1.
Feature of the present invention also is in the described template 1 reinforce 10 is arranged.As shown in figure 12, in its described template 1 reinforce 10 is arranged.
Feature of the present invention also is the reinforce of described reinforce 10 for net, hole, trellis.As shown in figure 12, its described reinforce 10 is netted reinforce.
Feature of the present invention is that also described reinforce 10 is the reinforce of rib strip shaped.As shown in figure 13, its described reinforce 10 is the reinforce of rib strip shaped.
Feature of the present invention is that also described reinforce 10 connects as one with rack 2.As shown in figure 14, its described reinforce 10 connects as one with rack 2.
Feature of the present invention also is to be extended with in the described template 1 reinforcing bar or iron plate reinforce 10.As shown in figure 13, be extended with reinforcing bar reinforce 10 in its described template 1.
Feature of the present invention is that also there are at least two horizontal reinforcing bar reinforces 10 at the two ends of described template 1.As shown in figure 14, there is horizontal reinforcing bar reinforce 10 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 10.As shown in figure 15, be provided with prestressing reinforcing bar reinforce 10 in its described template 1.
Feature of the present invention is that also described prestressed reinforcement reinforce 10 serves as the lower chord 4 of rack 2.As shown in figure 15, its described prestressed reinforcement reinforce 10 serves as the lower chord 4 of rack 2.
Feature of the present invention also is the template that described template 1 constitutes for cement, fiber, filler.As shown in figure 15, its described template 1 is the template of cement, fiber, 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 16, 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 16, 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 rack 2 and the lower chord 4 by oblique drawknot bar 11 drawknots.As shown in figure 16, between the upper chord 3 of its described adjacent rack 2 and the lower chord 4 by oblique drawknot bar 11 drawknots.
Feature of the present invention is that also the oblique drawknot bar 11 of drawknot between the upper chord 3 of described adjacent rack 2 and the lower chord 4 constitutes scissors drawknot bars.As shown in figure 16, the oblique drawknot bar 11 of drawknot constitutes scissors drawknot bar between the upper chord 3 of its described adjacent rack 2 and the lower chord 4.
Feature of the present invention is that also the web member 5 of described rack 2 has at least one to be perpendicular web member.What have in the web member 5 of its described rack 2 as shown in figure 17, is perpendicular web member.
Feature of the present invention is that also the web member 5 of described rack 2 is made of continuous spirality ring muscle.What have in the web member 5 of its described rack 2 as shown in figure 17, is that continuous spirality ring muscle constitutes.
Feature of the present invention is that also described web member 5 constitutes for the V muscle of elbow.As shown in figure 18, 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 18, 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 12 is arranged on the lower chord 4.As shown in figure 19, on its described upper chord 3 and the lower chord 4 stiffener 12 is arranged.
Feature of the present invention also is on the described upper chord 3 frange plate 13 is arranged.As shown in figure 20, on its described upper chord 3 frange plate 13 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 21, 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 21, 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 22, 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 2, 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 23, its described lower chord 4 is many 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 23, its described upper chord 3 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 23, 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 23, being connected between its described lower chord 4 and the web member 5 is welded to connect.
Feature of the present invention is that also described template 1 is provided with shuttering member 14.As shown in figure 24, its described template 1 is provided with shuttering member 14.
Feature of the present invention is that also described at least one shuttering member 14 is arranged in the interval between the rack 2.As shown in figure 24, its described a plurality of shuttering members 14 are arranged in the interval between the rack 2.
Feature of the present invention is that also described shuttering member 14 is vertically or/and the lateral separation arrangement.As shown in figure 24, its described shuttering member 14 longitudinal separations are arranged.
Feature of the present invention also is described shuttering member 14 unsettled being arranged on the template 1.As shown in figure 25, its described shuttering member 14 unsettled being arranged on the template 1.
Feature of the present invention is that also described shuttering member 14 is connected with rack 2.As shown in figure 26, its described shuttering member 14 is connected with rack 2.
During the invention process, can adopt cement concrete or cement mortar to make template 1, reinforcing bar or prestressed reinforcement reinforce 10 can be set in template 1, rack 2 can adopt reinforcing bar to be welded, and adopts welding or connector 9 to be connected to form whole getting final product with template 1.
Claims (10)
1, a kind of structure bearing type template member, comprise template (1), it is characterized in that also including at least one rack (2), rack (2) is arranged on the template (1), and the formation that links to each other is whole, and rack (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), on at least one node (6), there are at least three web members (5) to link to each other, constitute netted three-dimensional member structure each other.
2, structure bearing type template member according to claim 1 is characterized in that described rack (2) is a flat plate framed structure.
3, structure bearing type template member according to claim 1 is characterized in that described rack (2) is a quadrangular pyramid shape rack.
4, structure bearing type template member according to claim 1 is characterized in that being connected with between described rack (2) and the rack (2) fixedly muscle (7); Perhaps fixedly muscle (7) has upward fixedly muscle and following fixedly muscle; Perhaps fixedly muscle (7) is snakelike fixedly muscle, and described rack (2) links to each other with template (1) and is meant that template (1) and snakelike fixedly muscle (7) are welded to connect.
5, structure bearing type template member according to claim 1 is characterized in that described rack (2) and template (1) link to each other to be meant that template (1) is connected with rack (2) through suspension rod (8); Perhaps rack (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), rack (2) is connected with template (1) by connector (9); Perhaps the upper chord (3) of rack (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 rack (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.
6, structure bearing type template member according to claim 1 is characterized in that described template (1) is cement concrete or cement mortar template; Perhaps the lower chord (4) of rack (2) is embedded in cement concrete or the cement mortar template (1); Perhaps in the template (1) reinforce (10) is arranged; Perhaps reinforce (10) is the reinforce of net, hole, trellis; Perhaps reinforce (10) is the reinforce of rib strip shaped; Perhaps reinforce (10) connects as one with rack (2); Perhaps be extended with reinforcing bar or iron plate reinforce (10) in the template (1); Perhaps there are at least two horizontal reinforcing bar reinforces (10) at the two ends of template (1); Perhaps be provided with prestressing reinforcing bar reinforce (10) in the template (1); Perhaps prestressed reinforcement reinforce (10) serves as the lower chord (4) of rack (2).
7, structure bearing type template member according to claim 1 is characterized in that the template that described template (1) constitutes for cement, fiber, filler; Perhaps the surface of template (1) is a tungued-and-grooved face; Perhaps upper chord (3) is 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 rack (2) and the lower chord (4) by oblique drawknot bar (11) drawknot; The oblique drawknot bar (11) of drawknot constitutes scissors drawknot bar between the upper chord (3) of perhaps adjacent rack (2) and the lower chord (4).
8, structure bearing type template member according to claim 1 is characterized in that the web member (5) of described rack (2) has at least one to be perpendicular web member; Perhaps the web member (5) of rack (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 (12) on the lower chord (4); Perhaps on the upper chord (3) frange plate (13) is arranged; Perhaps 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.
9, structure bearing type template member according to claim 1 is characterized in that described upper chord (3) or lower chord (4) or web member (5) at least one 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.
10, structure bearing type template member according to claim 1 is characterized in that described template (1) is provided with shuttering member (14); Perhaps at least one shuttering member (14) is arranged in the interval between the rack (2); Perhaps shuttering member (14) is vertically or/and the lateral separation arrangement; Perhaps shuttering member (14) is unsettled is arranged on the template (1); Perhaps shuttering member (14) is connected with rack (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2005100857010A CN1904271B (en) | 2005-07-28 | 2005-07-28 | Structure force bearing type mould plate construction unit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2005100857010A CN1904271B (en) | 2005-07-28 | 2005-07-28 | Structure force bearing type mould plate construction unit |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1904271A true CN1904271A (en) | 2007-01-31 |
| CN1904271B CN1904271B (en) | 2011-12-21 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2005100857010A Expired - Fee Related CN1904271B (en) | 2005-07-28 | 2005-07-28 | Structure force bearing type mould plate construction unit |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1904271B (en) |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003239435A (en) * | 2001-12-12 | 2003-08-27 | Kurimoto Ltd | Reinforced-concrete void slab structure and its building method |
| CN2603827Y (en) * | 2003-03-17 | 2004-02-18 | 浙江杭萧钢构股份有限公司 | Self-supproting form member |
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2005
- 2005-07-28 CN CN2005100857010A patent/CN1904271B/en not_active Expired - Fee Related
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| Publication number | Publication date |
|---|---|
| CN1904271B (en) | 2011-12-21 |
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Application publication date: 20070131 Assignee: Hunan wonderful enterprise incubation Port Co., Ltd. Assignor: Qiu Zeyou Contract record no.: 2014430000051 Denomination of invention: Structure force bearing type mould plate construction unit Granted publication date: 20111221 License type: Exclusive License Record date: 20140504 |
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