CN101230657A - Force-bearing type underplate component - Google Patents
Force-bearing type underplate component Download PDFInfo
- Publication number
- CN101230657A CN101230657A CNA2007100068964A CN200710006896A CN101230657A CN 101230657 A CN101230657 A CN 101230657A CN A2007100068964 A CNA2007100068964 A CN A2007100068964A CN 200710006896 A CN200710006896 A CN 200710006896A CN 101230657 A CN101230657 A CN 101230657A
- Authority
- CN
- China
- Prior art keywords
- base plate
- rectangular
- perhaps
- shape member
- shape
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The invention relates to a stressed soleplate component, including a soleplate (1). The invention is characterized in that the component also comprises elongated T-shaped components (2) which are parallel and at intervals and are arranged on the soleplate (1). 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 bearing type base plate 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 process regulation at the construction field (site) interim framed, and configuration reinforcement as required, the concrete cast is carried out at the scene then.What replace the framed construction used in this scene is in advance at the prefabricated base plate of plant-manufactured what is called, then this prefabricated base plate is moved into the scene, be installed on the building and construct, because its operation advanced person, can the reduction of erection time, so be widely adopted in recent years.The base plate that this class is made in advance has profiled sheet, concrete base plate etc., but, also there are some problems in the prefabricated base plate of this class in In-situ cast concrete board construction application processes such as Cast-in-place Concrete Building Floor, roof system, intensity as base plate is not high, rigidity is little, the shear resistance at the superimposed interface between Cast-in-place concrete and the base plate is low, material consumptions such as the reinforcing bar that superstructure or roof construction are used, concrete are big, cost height, globality difference etc.Therefore, develop at the bottom of a kind of novel bearing type base plate member for being badly in need of.
(3) summary of the invention
The object of the present invention is to provide a kind of bearing type base plate member, when being applied to In-situ cast concrete board, 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, comprises base plate, it is characterized in that also including the rectangular T shape member of parallel alternate laying, and rectangular T shape member is arranged on the base plate.Like this, when the rectangular T shape member of parallel alternate laying is arranged on the base plate, the intensity of base plate and rigidity have all obtained significantly improving, weight bearing power is stronger, the impact resistance damage capability is better, help reducing the wastage, save cost, and, but T shape structure participation structure is stressed jointly, simultaneously, base plate member 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 also is to be arranged at intervals with hole on the web of described rectangular T shape member.Like this, at interval the hole that is provided with has made things convenient for wearing of when it is applied in the floor reinforcing bar and pipeline, has reduced the difficulty of construction application, has made things convenient for construction.
Feature of the present invention is that also the shape of pressure groove is arranged on the web of described rectangular T shape member.Like this, when the shape of pressure groove was arranged on the web of rectangular T shape member, the rigidity of T shape member was further improved, and makes it be difficult for deformation failure, has fully guaranteed the quality of base plate member.
Feature of the present invention is that also there is the shape of pressure groove on the edge of a wing of described rectangular T shape member.Like this, when there was the shape of pressure groove on the edge of a wing of rectangular T shape member, the rigidity of T shape member was further improved, and makes it be difficult for deformation failure, has fully guaranteed the quality of base plate member.
Feature of the present invention also is to be connected with fixedly muscle between described rectangular T shape member and the rectangular T shape member.Like this, after being connected and fixed muscle between the rectangular T shape member, can improve the connective stability between the truss on the base plate greatly, make base plate member, reduce the proportion of goods damageds of base plate member piling up, transport, being difficult for being damaged in installation and the construction application process.
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 base plate greatly for intersecting fixedly muscle up and down, has reduced the proportion of goods damageds of base plate member.
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 base plate greatly, make base plate member piling up, transport, being difficult for being damaged in installation and the construction application process, reduced the proportion of goods damageds of base plate member.
Feature of the present invention is that also described fixedly muscle is snakelike fixedly muscle, and described rectangular T shape member links to each other with base plate and is meant that base plate 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 base plate, had increased substantially the shear resistance of base plate member, make base plate member pile up, transport, not fragile in installation and the work progress, reduced the proportion of goods damageds of base plate member.
Feature of the present invention is also that described rectangular T shape member and base plate link to each other and is meant that base plate is connected with rectangular T shape member through suspension rod.Like this, when truss was connected by suspension rod with base plate, both all can separately make, and can improve the production efficiency of base plate member 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 rectangular T shape member links to each other with base plate and is meant that base plate and rectangular T shape member are welded to connect.Like this, truss and base plate 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 base plate, and rectangular T shape member is connected with base plate by connector.Like this, base plate and truss all can divide the making of coming, transportation, be very easy to and manufacture, reduce the difficulty that is connected of base plate and truss, improved production efficiency, simultaneously, both also can separately transport, can reduce cost of transportation, and separately transport not fragile base plate, can reduce the proportion of goods damageds of base plate member effectively.
Feature of the present invention is that also described base plate is the strip unsplit bed(-)plate.Like this, when base plate is the strip unsplit bed(-)plate, base plate member 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 base plate member 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 base plate is cement concrete or cement mortar base plate.Like this, when base plate was cement concrete or cement mortar base plate, base plate was manufactured conveniently, and thickness is more easy to control, and simultaneously, the intensity height of base plate, 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 also is in the described base plate reinforce is arranged.Like this, after being provided with reinforce in the base plate, can increase substantially intensity, rigidity and the shear resistance of base plate, make base plate pile up, transport, not frangibility, damage in installation and the work progress, simultaneously, also can improve the supporting capacity and the safety factor of base plate member in application process of base plate.
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 base plate, can not form layer structure because of the setting of reinforce, thereby make base plate 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 base plate can not form layer structure because of the setting of reinforce, thereby make base plate 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 rectangular T shape member connect as one.Like this, after reinforce and rectangular T shape member connected as one, T shape member and reinforce had formed common stressed integral body, thereby have formed whole base plate member, have improved the overall performance and the mechanical property of base plate member.
Feature of the present invention also is to be extended with in the described base plate reinforcing bar or iron plate reinforce.Like this, when being extended with reinforcing bar or iron plate reinforce in the base plate, truss can be connected anchoring with base plate very easily, made things convenient for manufacturing of base plate member, simultaneously, after described base plate member 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 base plate member 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 base plate member greatly.
Feature of the present invention is that also there are at least two horizontal reinforcing bar reinforces at the two ends of described base plate.Like this, when the reinforcing bar reinforce was arranged in the base plate, truss can be connected anchoring with base plate very easily, has made things convenient for manufacturing of base plate member.
Feature of the present invention also is to be provided with in the described base plate prestressing reinforcing bar reinforce.Like this, when being provided with prestressing reinforcing bar reinforce in the base plate, after base plate and truss combine, form the prestress baseboard member, improved intensity, rigidity, tension, resistance to compression, and the supporting capacity of base plate member; Simultaneously, under the situation of equal design load, compare the base plate that is provided with prestressed reinforcement with common backplane and can further reduce thickness, weight reduction.
Feature of the present invention is that also described base plate is the base plate of cement, fiber, filler formation.Like this, when described base plate be cement, fiber, filler constitute base plate the time, base plate 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 base plate is a tungued-and-grooved face.Like this, when base plate member was applied in the In-situ cast concrete board, tungued-and-grooved face can increase the bonding area of base plate and Cast-in-place concrete greatly, improved the adhesion stress between base plate and the Cast-in-place concrete, made its combination firm stable more.
Feature of the present invention also is between the described adjacent rectangular T shape member by oblique drawknot bar drawknot.Like this, after tiltedly drawknot bar drawknot is strengthened, can strengthen the balance quality of truss greatly, make between the T shape member and be not prone to deviation, simultaneously, also strengthen the overall performance and the stability of T shape member, make T shape member not fragile in application process.
Feature of the present invention is that also the oblique drawknot bar of drawknot constitutes bridging drawknot bar between the described adjacent rectangular T shape member.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 base plate member, make base plate member not fragile in application process.
Feature of the present invention is that also described base plate is provided with shuttering member.Like this, after base plate member 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 rectangular T shape member.Like this, after base plate member 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 base plate member 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 base plate.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 base plate, 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 rectangular T shape member.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 rectangular T shape member has horizontal rectangular T shape member supports.Like this, under the support of horizontal truss, rectangular T shape member has obtained firm support, can improve the intensity and the rigidity of base plate member effectively.
Feature of the present invention is that also described rectangular T shape member has horizontal horizon bar to support.Like this, under horizontal horizon bar supported, rectangular T shape member had obtained reliable support, made it be difficult for can improving the intensity and the rigidity of base plate member 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.
(5) specific embodiment
The present invention is further illustrated below in conjunction with drawings and Examples.
The present invention comprises base plate 1 as shown in drawings, it is characterized in that also including the rectangular T shape member 2 of parallel alternate laying, and rectangular T shape member 2 is arranged on the base plate 1.In the accompanying drawing, 1 is base plate, and 2 is rectangular I-shaped member, and 3 is reinforce, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, bearing type base plate member comprises base plate 1, and it also includes the rectangular T shape member 2 of parallel alternate laying, and rectangular T shape member 2 is arranged on the base plate 1.
Feature of the present invention also is to be arranged at intervals with hole 3 on the web of described rectangular T shape member 2.As shown in Figure 2, be arranged at intervals with hole 3 on the web of its described rectangular T shape member 2.
Feature of the present invention is that also the shape of pressure groove 4 is arranged on the web of described rectangular T shape member 2.As shown in Figure 3, the shape of pressure groove 4 is arranged on the web of its described rectangular T shape member 2.
Feature of the present invention is that also there is the shape of pressure groove 4 on the edge of a wing of described rectangular T shape member 2.As shown in Figure 4, there is the shape of pressure groove 4 on the edge of a wing of its described rectangular T shape member 2.
Feature of the present invention also is to be connected with fixedly muscle 5 between described rectangular T shape member 2 and the rectangular T shape member 2.As shown in Figure 5, be connected with fixedly muscle 5 between its described rectangular T shape member 2 and the rectangular T shape member 2.
Feature of the present invention is that also described fixedly muscle 5 is for intersecting fixedly muscle up and down.As shown in Figure 6, its described fixedly muscle 5 is for intersecting fixedly muscle up and down.
Feature of the present invention is that also described fixedly muscle 5 has upward fixedly muscle and following fixedly muscle.As shown in Figure 7, its described fixedly muscle 5 has upward fixedly muscle and following fixedly muscle.
Feature of the present invention is that also described fixedly muscle 5 is snakelike fixedly muscle, and described rectangular T shape member 2 links to each other with base plate 1 and is meant that base plate 1 and snakelike fixedly muscle 5 are welded to connect.As shown in Figure 5, its described fixedly muscle 5 is snakelike fixedly muscle, and described rectangular T shape member 2 links to each other with base plate 1 and is meant that base plate 1 and snakelike fixedly muscle 5 are welded to connect.
Feature of the present invention is also that described rectangular T shape member 2 and base plate 1 links to each other and is meant that base plate 1 is connected with rectangular T shape member 2 through suspension rod 6.As shown in Figure 8, its described rectangular T shape member 2 and base plate 1 links to each other and is meant that base plate 1 is connected with rectangular T shape member 2 through suspension rod 6.
Feature of the present invention is also that described rectangular T shape member 2 links to each other with base plate 1 and is meant that base plate 1 and rectangular T shape member 2 are welded to connect.As shown in Figure 9, its described rectangular T shape member 2 links to each other with base plate 1 and is meant that base plate 1 and rectangular T shape member 2 are welded to connect.
Feature of the present invention also is to be embedded with connector 9 in the described base plate 1, and rectangular T shape member 2 is connected with base plate 1 by connector 9.As shown in figure 10, be embedded with connector 9 in its described base plate 1, rectangular T shape member 2 is connected with base plate 1 by connector 9.
Feature of the present invention is that also described base plate 1 is the strip unsplit bed(-)plate.As shown in figure 11, its described base plate 1 is the strip unsplit bed(-)plate.
Feature of the present invention is that also described base plate 1 is cement concrete or cement mortar base plate.As shown in figure 12, its described base plate 1 is the cement concrete base plate.
Feature of the present invention also is in the described base plate 1 reinforce 7 is arranged.As shown in figure 13, in its described base plate 1 reinforce 7 is arranged.
Feature of the present invention also is the reinforce of described reinforce 7 for net, hole, trellis.As shown in figure 11, its described reinforce 7 is netted reinforce.
Feature of the present invention is that also described reinforce 7 is the reinforce of rib strip shaped.As shown in figure 12, its described reinforce 7 is the reinforce of rib strip shaped.
Feature of the present invention is that also described reinforce 7 connects as one with rectangular T shape member 2.As shown in figure 12, its described reinforce 7 connects as one with rectangular T shape member 2.
Feature of the present invention also is to be extended with in the described base plate 1 reinforcing bar or iron plate reinforce 7.As shown in figure 13, be extended with reinforcing bar reinforce 7 in its described base plate 1.
Feature of the present invention is that also there are at least two horizontal reinforcing bar reinforces 7 at the two ends of described base plate 1.As shown in figure 12, there are many horizontal reinforcing bar reinforces 7 at the two ends of its described base plate 1.
Feature of the present invention also is to be provided with in the described base plate 1 prestressing reinforcing bar reinforce 7.As shown in figure 13, be provided with prestressing reinforcing bar reinforce 7 in its described base plate 1.
Feature of the present invention also is the base plate that described base plate 1 constitutes for cement, fiber, filler.As shown in figure 13, its described base plate 1 is the base plate of cement formation.
Feature of the present invention is that also the surface of described base plate 1 is a tungued-and-grooved face.As shown in figure 12, the surface of its described base plate 1 is a tungued-and-grooved face.
Feature of the present invention also is between the described adjacent rectangular T shape member 2 by oblique drawknot bar 8 drawknots.As shown in figure 17, between its described adjacent rectangular T shape member 2 by oblique drawknot bar 8 drawknots.
Feature of the present invention is that also the oblique drawknot bar 8 of drawknot between the described adjacent rectangular T shape member 2 constitutes bridging drawknot bar.As shown in Figure 7, the oblique drawknot bar 8 of drawknot constitutes bridging drawknot bar between its described adjacent rectangular T shape member 2.
Feature of the present invention is that also described base plate 1 is provided with shuttering member 10.As shown in figure 14, its described base plate 1 is provided with shuttering member 10.
Feature of the present invention is that also described at least one shuttering member 10 is arranged in the interval between the dull and stereotyped rectangular T shape member 2.As shown in figure 14, its described at least one shuttering member 10 is arranged in the interval between the dull and stereotyped rectangular T shape member 2.
Feature of the present invention is that also described shuttering member 10 is vertically or/and the lateral separation arrangement.As shown in figure 14, its described shuttering member 10 longitudinal separations are arranged.
Feature of the present invention also is described shuttering member 10 unsettled being arranged on the base plate 1.As shown in figure 15, its described shuttering member 10 unsettled being arranged on the base plate 1.
Feature of the present invention is that also described shuttering member 10 is connected with rectangular T shape member 2.As shown in figure 16, its described shuttering member 10 is connected with rectangular T shape member 2.
Feature of the present invention is that also described rectangular T shape member 2 has horizontal rectangular T shape member 2 to support.As shown in figure 17, its described rectangular T shape member 2 has horizontal rectangular T shape member 2 to support.
Feature of the present invention is that also described rectangular T shape member 2 has horizontal horizon bar 11 to support.As shown in figure 15, its described rectangular T shape member 2 has horizontal horizon bar 11 to support.
Claims (10)
1. a bearing type base plate member comprises base plate (1), it is characterized in that also including the rectangular T shape member (2) of parallel alternate laying, and rectangular T shape member (2) is arranged on the base plate (1).
2. bearing type base plate member according to claim 1 is characterized in that being arranged at intervals with hole (3) on the web of described rectangular T shape member (2).
3. bearing type base plate member according to claim 2 is characterized in that the shape groove (4) of pressure is arranged on the web of described rectangular T shape member (2).
4. bearing type base plate member according to claim 1 is characterized in that there is the shape groove (4) of pressure on the edge of a wing of described rectangular T shape member (2).
5. bearing type base plate member according to claim 1 is characterized in that being connected with between described rectangular T shape member (2) and the rectangular T shape member (2) fixedly muscle (5).
6. bearing type base plate member according to claim 5 is characterized in that described fixedly muscle (5) is for intersecting fixedly muscle up and down; Perhaps fixedly muscle (5) has upward fixedly muscle and following fixedly muscle; Perhaps fixedly muscle (5) is snakelike fixedly muscle, and described rectangular T shape member (2) links to each other with base plate (1) and is meant that base plate (1) and snakelike fixedly muscle (5) are welded to connect.
7. according to the described bearing type base plate member of claim 1 to 6, it is characterized in that described rectangular T shape member (2) and base plate (1) link to each other to be meant that base plate (1) is connected with rectangular T shape member (2) through suspension rod (6); Perhaps rectangular T shape member (2) links to each other with base plate (1) and is meant that base plate (1) and rectangular T shape member (2) are welded to connect; Perhaps be embedded with connector (9) in the base plate (1), rectangular T shape member (2) is connected with base plate (1) by connector (9); Perhaps base plate (1) is the strip unsplit bed(-)plate.
8. according to the described bearing type base plate member of claim 1 to 6, it is characterized in that described base plate (1) is cement concrete or cement mortar base plate; Perhaps in the base plate (1) reinforce (7) is arranged; Perhaps reinforce (7) is the reinforce of net, hole, trellis; Perhaps reinforce (7) is the reinforce of rib strip shaped; Perhaps reinforce (7) connects as one with rectangular T shape member (2); Perhaps be extended with reinforcing bar or iron plate reinforce (7) in the base plate (1); Perhaps there are at least two horizontal reinforcing bar reinforces (7) at the two ends of base plate (1).
9. according to the described bearing type base plate member of claim 1 to 6, it is characterized in that being provided with in the described base plate (1) prestressing reinforcing bar reinforce (7); Perhaps base plate (1) is the base plate of cement, fiber, filler formation; Perhaps the surface of base plate (1) is a tungued-and-grooved face; Between the perhaps adjacent rectangular T shape member (2) by oblique drawknot bar (8) drawknot; The oblique drawknot bar (8) of drawknot constitutes bridging drawknot bar between the perhaps adjacent rectangular T shape member (2).
10. according to the described bearing type base plate member of claim 1 to 6, it is characterized in that described base plate (1) is provided with shuttering member (10); Perhaps at least one shuttering member (10) is arranged in the interval between the dull and stereotyped rectangular T shape member (2); Perhaps shuttering member (10) is vertically or/and the lateral separation arrangement; Perhaps shuttering member (10) is unsettled is arranged on the base plate (1); Perhaps shuttering member (10) is connected with rectangular T shape member (2); Perhaps rectangular T shape member (2) has horizontal rectangular T shape member (2) to support; Perhaps rectangular T shape member (2) has horizontal horizon bar (11) to support.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2007100068964A CN101230657A (en) | 2007-01-28 | 2007-01-28 | Force-bearing type underplate component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2007100068964A CN101230657A (en) | 2007-01-28 | 2007-01-28 | Force-bearing type underplate component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101230657A true CN101230657A (en) | 2008-07-30 |
Family
ID=39897439
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2007100068964A Pending CN101230657A (en) | 2007-01-28 | 2007-01-28 | Force-bearing type underplate component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101230657A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106906933A (en) * | 2017-04-26 | 2017-06-30 | 上海核工程研究设计院 | A kind of two-way steel plate concrete composite floor |
| CN107642163A (en) * | 2017-10-23 | 2018-01-30 | 重庆凌锋投资管理有限公司 | A kind of self-support type steel plate concrete integral type beam slab is whole to pour structure and its construction method |
| 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 CNA2007100068964A patent/CN101230657A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106906933A (en) * | 2017-04-26 | 2017-06-30 | 上海核工程研究设计院 | A kind of two-way steel plate concrete composite floor |
| CN107642163A (en) * | 2017-10-23 | 2018-01-30 | 重庆凌锋投资管理有限公司 | A kind of self-support type steel plate concrete integral type beam slab is whole to pour structure and its construction method |
| 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 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100482892C (en) | Lower chord opening beam type corrugated steel web combination beam | |
| CN101230607B (en) | Structure combination parts for hollow slab | |
| CN108978856B (en) | Assembly type honeycomb beam-slab structure system | |
| CN211848855U (en) | Novel swift formula modularization decking seam structure | |
| CN101230660B (en) | Force-bearing type underplate component | |
| CN101230659A (en) | Force-bearing type underplate component | |
| CN101230605A (en) | Structure combination parts for hollow slab | |
| CN100516419C (en) | Bearing type template member | |
| CN100537953C (en) | A kind of structure bearing type template member | |
| CN101230657A (en) | Force-bearing type underplate component | |
| CN101230668A (en) | Force-bearing type underplate component | |
| CN101230664A (en) | Force-bearing type underplate component | |
| CN101230678A (en) | Force-bearing type template component | |
| CN101230667A (en) | Force-bearing type superposed component | |
| CN101230673A (en) | Force-bearing type superposed component for concrete building lid | |
| CN101230671A (en) | Force-bearing type template component | |
| CN208981505U (en) | A kind of assembled Honeycomb Beam panel structure system | |
| CN101230677A (en) | Force-bearing type template component | |
| CN101230672A (en) | Force-bearing type template component | |
| CN101230676A (en) | Force-bearing type template component for concrete building lid | |
| CN101230656A (en) | Force-bearing type template component for building lid | |
| CN101230683A (en) | Construction combination component for building lid | |
| CN101230658A (en) | Force-bearing type underplate component | |
| CN101230681A (en) | Force-bearing type superposed component | |
| CN101230654A (en) | Force-bearing type template component |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Open date: 20080730 |