CN101230672A - Force-bearing type template component - Google Patents
Force-bearing type template component Download PDFInfo
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- CN101230672A CN101230672A CNA200710079065XA CN200710079065A CN101230672A CN 101230672 A CN101230672 A CN 101230672A CN A200710079065X A CNA200710079065X A CN A200710079065XA CN 200710079065 A CN200710079065 A CN 200710079065A CN 101230672 A CN101230672 A CN 101230672A
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Abstract
The invention relates to a stressed template component including a template (1). The invention is characterized in that the template component also comprises a truss (2) which is arranged on the template (1) and is connected with the template (1) into a whole; the truss (2) is provided with a top boom (3), a lower boom (4) and a web member (5); wherein, the web member (5) is connected with the top boom (3) and the lower boom (4); the cross section of at least one rod piece of the top boom (3) or the lower boom (4) or the web member (5) presents an I shape, or a T shape or an L shape, and the rod piece has at least two turning panels. The invention is applicable to cast-in-situ reinforced concrete or a hollow floor system, a roof system, walls and a foundation slab of the prestressed reinforced concrete as well as a vierendeel bridge girder, and is particularly suitable for a hollow flat slab.
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 this member longitudinal rib structure has caused horizontal partition, is not easy to pipeline and wears, 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, and 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, have that intensity height, rigidity are big, the shear resistance at superimposed interface is strong, the steel bar concrete material is economized, characteristics such as cost is low, good integrity, easy construction.
Solution of the present invention is on the basis of existing technology, comprise template, it is characterized in that also including truss, truss is arranged on the template, and the formation that links to each other is whole, and truss is provided with upper chord, lower chord, web member, and web member is connected with lower chord with upper chord, the shape of cross section of at least a rod member of upper chord, lower chord or web member is worker's shape, T shape or L shaped, is the rod member of at least two turnover plate faces.Like this, the anti-folding rigidity of rod member is big, not yielding, also increase substantially the weight bearing power of modular shuttering element, improved the quality of product, in addition, modular shuttering element 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 the turnover plate face of described rod member is provided with fagging.Like this, when turnover plate face was provided with fagging, fagging had played the effect of drawknot and support to the turnover plate, makes the turnover position of turnover plate be difficult for cracking, has improved the intensity of rod member greatly, rigidity, and bearing capacity.
Feature of the present invention is that also the turnover plate face of described rod member is provided with strut.Like this, when the turnover plate face of rod member was provided with strut, strut had played the effect of drawknot and support to the turnover plate, made the turnover position of turnover plate be difficult for cracking, had improved the intensity of rod member greatly, rigidity, and bearing capacity.
Feature of the present invention is that also the relative plate face of described rod member is provided with fagging or strut.When the relative plate face of rod member was provided with fagging or strut, fagging or strut had played the effect of drawknot and support to relative plate, make relative plate not easy to crack, have improved the intensity of rod member greatly, rigidity, and bearing capacity.
Feature of the present invention is that also there is flanging the termination of the turnover plate face of described rod member.Like this, when there is flanging the termination of the turnover plate face of rod member, convenient and fast connection between the rod member and between rod member and the base plate, can adopt multiple mode to connect, connect as locking bolt, rivet connects, pin connections etc. can increase substantially production efficiency, reduce cost.
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, fixedly muscle can improve the connective stability between the truss on the template greatly for intersecting fixedly muscle up and down, has 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 and template adopt the mode firm and reliable connection of welding, are 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 truss is connected with template by connector.Like this, template and truss all can divide the making of coming, transportation, be very easy to and manufacture, reduce the difficulty that is connected of template and truss, improved production efficiency, simultaneously, both also can separately transport, can reduce cost of transportation, and separately transport not fragile template, can reduce the proportion of goods damageds of modular shuttering element effectively.
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,, truss and template have been connected to form whole modular shuttering element, have improved the globality of modular shuttering element by the connection anchoring of web member, 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 particularly useful for 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 In-situ cast concrete board, 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, when the reinforcing bar reinforce was arranged in the template, truss can be connected anchoring with template very easily, has made things convenient for manufacturing of modular shuttering element.
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 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 In-situ cast concrete board, 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 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 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 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 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 construction location to after can assembling in advance, also can assemble, conveniently practice at construction location.
Feature of the present invention is that also described template is provided with shuttering member.Like this, after modular shuttering element is applied in the cast-in-situ concrete structure, can form the cast-in-place and prefabricated hollow concrete structure that combines, its shuttering member can be emptied the concrete that does not stress in the structure, saves cost, also reduces the weight of concrete structure simultaneously, improve its supporting capacity, improve 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 dull and stereotyped truss.Like this, after modular shuttering element is applied in the cast-in-situ concrete structure, formed the cast-in-place and prefabricated hollow concrete structure that combines, its shuttering member can be emptied the concrete that does not stress in the structure, saves cost, also reduces the weight of concrete structure simultaneously, improve its supporting capacity, improve 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 modular shuttering element was applied in the cast-in-situ concrete structure, Cast-in-place concrete poured in the interval between its shuttering member, can form the two-way dark rib structure of cast-in-place concrete hidden rib or Cast-in-place concrete, can improve 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, can increase substantially the overall performance and the mechanical property of cast-in-situ concrete structure.
Feature of the present invention is that also described shuttering member is connected with truss.Like this, shuttering member firmly is fixed in the truss, makes its formwork in application process can not move the generation error, can guarantee the pouring quality of cast-in-situ concrete structure effectively.
Feature of the present invention is that also described truss has horizontal truss support.Like this, under the support of horizontal truss, truss has obtained firm support, can improve the intensity and the rigidity of modular shuttering element effectively.
Feature of the present invention is that also described truss has horizontal horizon bar to support.Like this, under horizontal horizon bar supported, truss had obtained reliable support, made it be difficult for can improving the intensity and the rigidity of modular shuttering element effectively to the both sides skew.
(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.
(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 truss 2, truss 2 is arranged on the template 1, and the formation that links to each other is whole, and truss 2 is provided with upper chord 3, lower chord 4, web member 5, and web member 5 is connected with lower chord 4 with upper chord 3, the shape of cross section of at least a rod member of upper chord 3, lower chord 4 or web member 5 is worker's shape, T shape or L shaped, is the rod member of at least two turnover plate faces.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, 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 truss 2, truss 2 is arranged on the template 1, and the formation that links to each other is whole, and truss 2 is provided with upper chord 3, lower chord 4, web member 5, and web member 5 is connected with lower chord 4 with upper chord 3, the shape of cross section of upper chord 3 is L shaped, is the rod member of two turnover plate faces.
Feature of the present invention is that also the turnover plate face of described rod member is provided with fagging 6.As shown in Figure 2, the turnover plate face of its described rod member is provided with fagging 6.
Feature of the present invention is that also the turnover plate face of described rod member is provided with strut 7.As shown in Figure 3, the turnover plate face of its described rod member is provided with strut 7.
Feature of the present invention is that also the relative plate face of described rod member is provided with fagging 6 or strut 7.As shown in Figure 3, the relative plate face of its described rod member is provided with strut 7.
Feature of the present invention is that also there is flanging 8 termination of the turnover plate face of described rod member.As shown in Figure 4, there is flanging 8 termination of the turnover plate face of its described rod member.
Feature of the present invention also is to be connected with between described truss 2 and the truss 2 fixedly muscle 9.As shown in Figure 5, be connected with fixedly muscle 9 between its described truss 2 and the truss 2.
Feature of the present invention is that also described fixedly muscle 9 is for intersecting fixedly muscle up and down.As shown in Figure 6, its described fixedly muscle 9 is for intersecting fixedly muscle up and down.
Feature of the present invention is that also described fixedly muscle 9 has upward fixedly muscle and following fixedly muscle.As shown in Figure 7, its described fixedly muscle 9 has upward fixedly muscle and following fixedly muscle.
Feature of the present invention is that also described fixedly muscle 9 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 9 are welded to connect.As shown in Figure 5, its described fixedly muscle 9 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 9 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 10.As shown in Figure 8, 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 10.
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 9, 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 11 in the described template 1, and truss 2 is connected with template 1 by connector 11.As shown in figure 10, be embedded with connector 11 in its described template 1, truss 2 is connected with template 1 by connector 11.
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 11, 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 11 of web member 5.As shown in figure 10, 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 11 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 truss 2 is embedded in cement concrete or the cement mortar template 1.As shown in figure 11, 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 12 is arranged.As shown in figure 12, in its described template 1 reinforce 12 is arranged.
Feature of the present invention also is the reinforce of described reinforce 12 for net, hole, trellis.As shown in figure 12, its described reinforce 12 is the reinforce of net.
Feature of the present invention is that also described reinforce 12 is the reinforce of rib strip shaped.As shown in figure 13, its described reinforce 12 is the reinforce of rib strip shaped.
Feature of the present invention is that also described reinforce 12 connects as one with truss 2.As shown in figure 13, its described reinforce 12 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 12.As shown in figure 13, be extended with reinforcing bar reinforce 12 in its described template 1.
Feature of the present invention is that also there are at least two horizontal reinforcing bar reinforces 12 at the two ends of described template 1.As shown in figure 14, there are many horizontal reinforcing bar reinforces 12 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 12.As shown in figure 15, be provided with prestressing reinforcing bar reinforce 12 in its described template 1.
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 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 13, the surface of its described template 1 is a tungued-and-grooved face.
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 13 drawknots.As shown in Figure 7, between the upper chord 3 of its described adjacent truss 2 and the lower chord 4 by oblique drawknot bar 13 drawknots.
Feature of the present invention is that also the oblique drawknot bar 13 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 7, the oblique drawknot bar 13 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.As shown in figure 15, the web member 5 promising perpendicular web members of its described truss 2.
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 11, its described upper chord 3 is many 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 16, its described lower chord 4 is two parallel lower chord groups arranged side by side.
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 15, 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 15, 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 16, 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 dull and stereotyped truss 2.As shown in figure 16, its described a plurality of shuttering members 14 are arranged in the interval between the dull and stereotyped truss 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 16, 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 17, 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 truss 2.As shown in figure 18, its described shuttering member 14 is connected with truss 2.
Feature of the present invention is that also described truss 2 has horizontal truss 2 to support.As shown in figure 17, its described truss 2 has horizontal truss 2 to support.
Feature of the present invention is that also described truss 2 has horizontal horizon bar 15 to support.As shown in figure 19, its described truss 2 has horizontal horizon bar 15 to support.
Claims (10)
1. force-bearing type template component, comprise template (1), it is characterized in that also including truss (2), truss (2) is arranged on the template (1), and the formation that links to each other is whole, and truss (2) is provided with upper chord (3), lower chord (4), web member (5), and web member (5) is connected with lower chord (4) with upper chord (3), the shape of cross section of at least a rod member of upper chord (3), lower chord (4) or web member (5) is worker's shape, T shape or L shaped, is the rod member of at least two turnover plate faces.
2. force-bearing type template component according to claim 1 is characterized in that the turnover plate face of described rod member is provided with fagging (6).
3. force-bearing type template component according to claim 1 is characterized in that the turnover plate face of described rod member is provided with strut (7).
4. force-bearing type template component according to claim 1 is characterized in that the relative plate face of described rod member is provided with fagging (6) or strut (7).
5. force-bearing type template component according to claim 1 is characterized in that there is flanging (8) termination of the turnover plate face of described rod member.
6. force-bearing type template component according to claim 1 is characterized in that being connected with between described truss (2) and the truss (2) fixedly muscle (9).
7. force-bearing type template component according to claim 6 is characterized in that described fixedly muscle (9) is for intersecting fixedly muscle up and down; Perhaps fixedly muscle (9) has upward fixedly muscle and following fixedly muscle; Perhaps fixedly muscle (9) 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 (9) are welded to connect.
8. according to the described force-bearing type template component of claim 1 to 7, it is characterized in that described truss (2) and template (1) link to each other to be meant that template (1) is connected with truss (2) through suspension rod (10); 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 (11) in the template (1), truss (2) is connected with template (1) by connector (11); 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 (11) of web member (5); Perhaps template (1) is the strip integral mold plate.
9. according to the described force-bearing type template component of claim 1 to 7, it 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 (12) is arranged; Perhaps reinforce (12) is the reinforce of net, hole, trellis; Perhaps reinforce (12) is the reinforce of rib strip shaped; Perhaps reinforce (12) connects as one with truss (2); Perhaps be extended with reinforcing bar or iron plate reinforce (12) in the template (1); Perhaps there are at least two horizontal reinforcing bar reinforces (12) at the two ends of template (1); Perhaps be provided with prestressing reinforcing bar reinforce (12) in the template (1); Perhaps template (1) is the template of cement, fiber, filler formation; Perhaps the surface of template (1) is a tungued-and-grooved face.
10. according to the described force-bearing type template component of claim 1 to 7, it is characterized in that between the upper chord (3) of described adjacent truss (2) and the lower chord (4) by oblique drawknot bar (13) drawknot; The oblique drawknot bar (13) 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 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 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; Perhaps template (1) is provided with shuttering member (14); Perhaps at least one shuttering member (14) is arranged in the interval between the dull and stereotyped truss (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 truss (2); Perhaps truss (2) has horizontal truss (2) to support; Perhaps truss (2) has horizontal horizon bar (15) to support.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA200710079065XA CN101230672A (en) | 2007-01-28 | 2007-01-28 | Force-bearing type template component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA200710079065XA CN101230672A (en) | 2007-01-28 | 2007-01-28 | Force-bearing type template component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101230672A true CN101230672A (en) | 2008-07-30 |
Family
ID=39897454
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA200710079065XA Pending CN101230672A (en) | 2007-01-28 | 2007-01-28 | Force-bearing type template component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101230672A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109339324A (en) * | 2018-11-29 | 2019-02-15 | 杭州铁木辛柯建筑结构设计事务所有限公司 | Assembling type flat steel bar truss floor support plate |
| CN109441001A (en) * | 2018-11-30 | 2019-03-08 | 精工工业建筑系统有限公司 | A kind of prefabricated outer wall panel with heat preservation sandwich layer |
-
2007
- 2007-01-28 CN CNA200710079065XA patent/CN101230672A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109339324A (en) * | 2018-11-29 | 2019-02-15 | 杭州铁木辛柯建筑结构设计事务所有限公司 | Assembling type flat steel bar truss floor support plate |
| CN109441001A (en) * | 2018-11-30 | 2019-03-08 | 精工工业建筑系统有限公司 | A kind of prefabricated outer wall panel with heat preservation sandwich layer |
| CN109441001B (en) * | 2018-11-30 | 2023-09-19 | 精工工业建筑系统有限公司 | Prefabricated external wall panel with heat preservation intermediate layer |
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Open date: 20080730 |