CN1113285A

CN1113285A - Structure of transvers plate

Info

Publication number: CN1113285A
Application number: CN 95103982
Authority: CN
Inventors: 深川博
Original assignee: FUKAGAWA
Current assignee: FUKAGAWA
Priority date: 1994-03-31
Filing date: 1995-03-31
Publication date: 1995-12-13
Anticipated expiration: 2015-03-31
Also published as: JPH06317017A; JP2627053B2; CN1094547C

Abstract

The invention relates to a template structure which takes a template as the surface of the wall to form the concrete casting space in construction or civil engineering. The invention is characterized in that the bars or wires are meshed into a net, a bearing component is arranged on the edge of the net, a plurality of template nets, the strength of which is higher than the strength of the model board, are arranged on the periphery of the concrete body to be constructed, and then the model board is added on the template net, the template net bears the model board, and a concrete casting space is formed between the opposite model boards. The invention has the advantages that templates can be easily assembled and disassembled, the operational performance can be improved, the construction period can be greatly reduced, batch production of the template components can be easily conducted in workshop, the utilization rate is high, and the economical efficiency is high.

Description

Structure of transvers plate

The present invention relates to build or civil engineering in form the structure of transvers plate in concrete casting space with the wall of template.

In the past, the mould plate that template in the building operations uses many supporting members (steel pipe, reinforcing bar or column timber etc.) to be formed by plank or steel plate from inside and outside two-side supporting, carrying out concrete casting, estimate after concrete has hardened the mould plate block-by-block to be unloaded, yet, because of needs carry out the mould plate assembly and disassembly repeatedly when constructing every layer of building body, thereby there is following problem.

1. the assembling of mould plate, dismounting are taken time and energy very much, and operation is very poor.

2. because the pillar of supporting from the top loading need be set, thereby make the working space narrow and small job site confusion that more becomes.

If 3. highrise building is considered from concrete intensity aspect, each concrete casting highly is restricted, and the duration is spun out.

4. when using the wooden mold plate, the processing qualification is required height, and be difficult to produce in batches at the workshop.

5. because each service wear of template is big, utilization rate is low, and is uneconomical.

6. after the concrete casting, can not directly monitor, also can't avoid the final rough concrete structure body that forms template inner concrete surface state and hardening process thereof.

Therefore, the present invention is just in order to address the above problem, its purpose is to provide makes the template assembling, it is very simple to dismantle, good work, duration is shortened significantly, and can carry out producing by batch of modular shuttering element at the workshop, utilization rate height, good economy performance can also be after concrete casting directly monitor the formwork structure of template inner concrete surface state and hardening process thereof.

According to structure of transvers plate of the present invention, bar or wire rod are weaved into netted, supporting member is set, be configured in around the concrete structure body that to construct having a plurality of template nets also higher than framed plate intensity at its edge, it is online that mould plate is added in this template, supports this mould plate from the outside with the template net.

If on building pillar body part and beam part, set up the template net continuously, again mould plate is configured in its inboard, can on formation building pillar body part and beam part, carry out concrete casting simultaneously, carry out the construction of pillar and beam simultaneously.

By forming the mould plate that to have an X-rayed, can directly monitor template inside from the outside.In addition, for the pars intermedia of the rod member that makes the template net is strengthened, preferably between the supporting member on template net both sides, reinforcement is set.With connector aspectant template net is interconnected, make to keep predetermined distance therebetween.

The formwork structure according to the present invention because with template net self configuration example such as the pillar of concrete structure body or the periphery of beam, and can be independent, be added in mould plate template support model plate according to this only on the net again, therefore, does not need other supporting material for the support model plate.When carrying out concrete casting, owing to strengthen mould plate with the template net from the outside, can fully guarantee each concrete casting height and scope, in addition, do not need to make mould plate to have yet and self can bear such thickness of concrete pressure or intensity, thereby can use material thin or that intensity is low yet.For the template net being configured in around the concrete structure body that will constitute, and some template nets are linked to be the plane with solid, become easily because of establish supporting member at its edge, in addition,, also can simultaneously mould plate be unloaded if when this connection status is disintegrated.Owing to the template net is directly contacted with concrete, thereby can use repeatedly.

Simple declaration to accompanying drawing.

Fig. 1 is perspective view of an embodiment of the present invention,

Fig. 2 is this embodiment lateral view,

Fig. 3 is this embodiment longitudinal plan,

Fig. 4 is this embodiment vertical view,

Fig. 5 is the local drawing in side sectional elevation that amplifies of this embodiment,

Fig. 6 is the partial perspective view of template net and mould plate,

Fig. 7 is the stereogram of expression use network model plate example,

Fig. 8 is the stereogram of aspectant two template nets of expression and the various connectors that are connected this template net,

Fig. 9 is the exploded perspective view of a kind of connector shown in Figure 8,

Figure 10 is the exploded perspective view of alternative attachment shown in Figure 8.

Below, with reference to accompanying drawing the embodiment of the invention is described.

As Fig. 1, shown in Figure 2, the present embodiment structure of transvers plate uses a plurality of template nets 1, it is linked to each other with constituting building pillar body part 2 and constituting beam part 3, and set up into the case shape at each several part, this case inboard according to will above vacate and the mode allocation models plate 4(that surrounds a week with reference to Fig. 3, Fig. 4), as a whole, form each several part and have the cavity, be i.e. the interim structure body in concrete casting space 5,6.As Fig. 4, concrete casting space 5 that constitutes leg portion 2 and the concrete casting space 6 that constitutes beam part 3 of making shown in Figure 5 is interconnected, thereby can the continuous pouring concrete.

As shown in Figure 6, the isometric shape supporting member 10 of steel (being L shaped steel among the figure) is fixed on by bars such as reinforcing bar (or wire rod) 7,8 and weaves on the outward flange of cancellate net 9, and then, as required, as Fig. 1,2, with many reinforcements 11 oblique 10,10 of the two edges supporting members that are fixed on, the outside of net 9 is enhanced and constitutes each template net 1 shown in 3, it has higher intensity than mould plate 4 as a whole.This template net 1 can be made in different workshops respectively with mould plate 4.

Because model deckle board 4 is maintained on the template net 1, and be enhanced from the outside, therefore, the mould plate self that mould plate self does not need to have original degree adapts to the intensity of concrete pressure.Therefore, the mould plate 4 that the present invention uses, even for example be paper, plastics, foamed styrene or glass fiber etc. easily process than thin material, also can be very durable.In addition, use transparent material, modeling plates 4 such as for example transparent or semitransparent reinforced plastics, propylene or vinyl chloride, as shown in Figure 7, by using width of mesh to reach not make concrete to release the template web plate 4a of degree, can be from the outside concrete of direct monitoring type frame inside.Fig. 7 represents two

template nets

1,1 are formed at interval face-to-face in accordance with regulations, with this

template net

1,1 respectively with two mesh template 4a, the state that 4a maintains.

The

template net

1,1 of configuration needs to connect with connector face-to-face, makes mutual maintenance predetermined distance.Fig. 8 represents to be used for the existing connector of this connection, and Fig. 9, Figure 10 represent two examples of this connector respectively.

Among Fig. 8, connector 12 can be made by a metal sheet and be used to make face-to-face two template nets 1, it is certain that the interval of 1 upper end keeps, also be used for the outside in concrete casting space 6 with two

template nets

1,1 supporting

member

10,10 couple together each other, have also used this connector 12 in the example of Fig. 7.

Fig. 8, connector 13A shown in Figure 9 passes through from concrete casting space 6, is used to connect two template nets 1,1st, and by fixing base plate 14 and screwed connecting rod 15 at its both ends, a pair of

pressing piece

16,16 and

nut

17,17 are formed.When using this connector 13A, the both ends that make connecting rod 15 are from face-to-face two block models plates 4, pass in 4, the both ends of each pressing piece 16 are hung over the two vertical pole 8(or the cross bar 7 of template net 1) on, nut 17 is screwed into the threaded portion of connecting rod 15, with receiving plate 14 and pressing piece 16 with mould plate 4 and two bar 8(or 7) clamp.Fig. 8 and connector 13B shown in Figure 10 are to use and push plectane 18, replace the pressing piece 16 among the connector 13A.

Fig. 7 and connector 13C shown in Figure 8 are to use the pressing piece 20 of pushing steel pipe 19, replace the pressing piece 16 among the connector 13A, press pressuring template net 1 by steel pipe 19.

In addition, the foregoing description is used for the building operations occasion, yet much less, the present invention also can be applicable to the civil engineering occasion.

Now illustrate as follows to effect of the present invention.

1. support oneself owing to template net self being consisted of for example pillar of concrete structure body or the periphery of beam, again mould plate is added in template net inboard, only come accordingly the support model plate, and save other supporting member into the support model plate, assembling, the dismounting of template are very easy to, good work, and reduction of erection time significantly.

2. when carrying out concrete casting, owing to strengthen mould plate with the template net from the outside, can fully guarantee each concrete casting height and scope, high-rise, the effect that the duration shortens is more obvious.

3. owing to do not need to make mould plate to have thickness or the intensity that self can stand concrete pressure, can use material thin or that intensity is low also can use in the past as the out of use material of mould plate, thereby make mould plate material range of choice wide, also more economical.

4. for the template net is configured in around the concrete structure body that will consist of, and some template nets are linked to be plane and solid, become easy because establish supporting member at its edge, in addition, if when this connection status is disintegrated, owing to can simultaneously mould plate be unloaded, make the operation of assembling, dismounting of template very good.

5. because template net discord concrete is directly contacted, thereby can use repeatedly, and its structure can make in batch at the workshop, therefore, even use the low mould plate of utilization rate, but also very high as the overall economy of template.

In addition, if set up the template net continuously on building pillar body part and beam part, side allocation models plate can partly carry out concrete casting to building pillar body part and beam simultaneously within it, carries out the construction of pillar and beam simultaneously.

According to the present invention, mould plate made can have an X-rayed member, thereby can be from the outside direct monitoring type frame inside, can prevent the final rough concrete structure body that produces.

According to the present invention, between the supporting member of template net two edges, reinforcement is set, template net intensity is improved.

According to the present invention, carry out the mutual connection of face-to-face template net with connector, make it keep predetermined distance, also can make the interval that keeps regulation between mould plate.

Claims

1, structure of transvers plate, with the mould plate is that wall forms the concrete casting space, it is characterized in that bar or wire rod are weaved into net, at its edge supporting member is set, be configured in around the concrete structure body that to construct having a plurality of template nets also higher than above-mentioned mould plate intensity, it is online mould plate to be added in this template again, supports described mould plate from the outside with the template net.

2, structure according to claim 1 is characterized in that setting up described template net continuously on formation building leg portion and beam part, and mould plate is configured on its inboard.

3, structure according to claim 1 and 2 is characterized in that described mould plate formation can be had an X-rayed structure.

4,, it is characterized in that between the supporting member of described template net two edges, reinforcement being set according to claim 1,2 or 3 described structures.

5,, it is characterized in that carrying out aspectant template net with connector interconnects, and make it keep the interval of regulation according to claim 1,2,3 or 4 described structures.