CN1142561A - Concrete form deformation preventing member and method of assembling concrete form with the same - Google Patents
Concrete form deformation preventing member and method of assembling concrete form with the same Download PDFInfo
- Publication number
- CN1142561A CN1142561A CN96108531A CN96108531A CN1142561A CN 1142561 A CN1142561 A CN 1142561A CN 96108531 A CN96108531 A CN 96108531A CN 96108531 A CN96108531 A CN 96108531A CN 1142561 A CN1142561 A CN 1142561A
- Authority
- CN
- China
- Prior art keywords
- template
- main board
- preventing member
- deformation preventing
- concrete blinding
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
- E04G11/12—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements and beams which are mounted during erection of the shuttering to brace or couple the elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A concrete form deformation preventing member consists of a bar having a substantially C-shaped cross section and comprising a main plate portion and a pair of side plate portions perpendicular to the main plate portion, and through holes are provided longitudinally along the crossdirectional center of the main plate portion. In assembling of a concrete form, both end portions of a spacing fixture for fixing a pair of form panels to each other while spacing the same outwardly extending beyond the pair of form panels are inserted in the through holes and the rear surface of the main plate portion is pressed on both end portions of the spacing fixture, whereby open ends of the pair of side plate portions come into contact with the rear surfaces of said form panels, for preventing deformation of the form panels.
Description
The present invention relates to a kind of concrete blinding deformation preventing member, in order to prevent in building or Construction of Civil Engineering distortion template used when carrying out concreting or concrete precast member moulding, for example, the assembling of concrete blinding, and with the method for its assembling concrete template.
In general, by the beam nail is considered to this class template at the wooden form that forms on the veneer with by bonding jumper being fixed on the metal form that forms on iron plate or the aluminium sheet.As an exemplary of general wooden form, Fig. 8 A has represented template 70, and wherein each piece all is that the flat board 71 that utilizes nail 73 that veneer is formed is fixed on some reinforcement beams 72 and forms.In order to utilize this template 70 assembling concrete templates, the enhancing beam 72 of adjacent forms utilizes nail 73 to be fixed together, and thus, makes template 70 interconnect and fix.Fig. 8 B represents a kind of typical concrete blinding, and it has the concrete mould plate portion 74 with the intersection of aforesaid way assembling.Flat board 71 is plastic plate, with substituting for plywood.
Referring to Fig. 9 to 11B, introduce a kind of typical structure of common concrete blinding now, it is to be assembled so that this template 70 of predetermined distance by the concreting source is fastened to each other by a pair of.In the prior art, mainly the parts of being made up of separator 121, fixture 122 and securing member 123 are used as the positioned at intervals device, so that relative template 70 is fixed with identical distance mutually.Shown in Figure 11 A, each separator 121 has a pair of external screw thread 121a that is formed at bar two ends.Each external screw thread 121a is as cooperating with internal thread 122c on each fixture 122 1 end shown in Figure 11 B.Be formed on fixture 122 other ends, in fact be passed in positioned at intervals installing hole 76 on each template 70 with the coaxial external screw thread 122d of internal thread 122C, thereby outer peripheral face with fixture body 122b one end that cooperate, that be made of resin, that be the pressure piece 122a of truncated cone shape is basically contacted with the concreting face of template 70.Shown in Figure 11 C, the cooperating of the external screw thread 122d on the internal thread 123a on securing member 123 1 ends and fixture 122, thereby make fixture 122 fastening/be positioned on the template 70.
Yet, there is following problem in the method for the concrete blinding that above-mentioned assembling is common: in the said method of the common concrete blinding of assembling, each template is to be to form on 900 millimeters the veneer 71 by vertical reinforcement 72 is installed in width W with about 300 millimeters spacing (representing with length P among Figure 12), and is for example shown in Figure 12.Therefore, positioned at intervals installing hole 76 is bigger with the distance of vertical reinforcement 72, like this, because nut 125 is with respect to the diffusion of tightening intensity of the external screw thread 123b on the securing member 123, and make veneer 71 distortion that must be state shown in Figure 10 A, shown in Figure 10 B.In other words, even utilize the distance between the relative veneer 71 that separator 121 and fixture 122 set to keep stable, cooperate so that the fastening force on the nut 125 of relative template 70 fastened to each other/location is different if be applied to a pair of securing member 123, so, the veneer 71 that is subjected to big fastening force will outwards be heaved, and the veneer that is subjected to less fastening force will inwardly shrink.
When the template in aforesaid way when being uneven, the concrete surface of building also is rough, and this will cause remarkable influence in the construction afterwards.Therefore, concrete surface property will worsen such as smoothness or surface finish.
In order to solve the aforementioned problems in the prior, for example can be as shown in figure 13, between each veneer 71 and each book wall right angle cylindricality supporting member 126 and at a pair of pipe 127 of each positioned at intervals installing hole 76 both sides plug-in mounting.In this case, because in the distortion of the veneer 71 of fastening generation will be limited in more among a small circle.Yet pipe 127 is line with veneer 71 surfaces and contacts, and therefore the space between the contact wire of a pair of pipe 127 and veneer 71 increases.Like this, be not enough for the effect that prevents veneer 71 distortion.
Available a pair of thin-walled right angle column tube 128 replace pipes 127 as reinforcement to prevent the distortion of veneer 71, as shown in figure 14.This thin-walled right angle column tube 128 is face with the surface of veneer 71 and contacts, and with the spacing of cut between these pipe 128 contact points to minimum degree.Like this, compare, be significantly improved by its effect that prevents veneer 71 distortion with using pipe 127.
Yet in this case, thin-walled right angle columnar member 128 only could be fixed after each horizontal reinforcement (thin-walled right angle cylindricality supporting member) 126 is located and be fastening.If temporary fixed these thin-walled right angle column tubes, will increase the quantity of reinforcement so to carry out assembly working and need other part for this is temporary fixed, the problem of operating efficiency and material cost appears thus.
An object of the present invention is to provide a kind of concrete blinding deformation preventing member, it can improve the effect that prevents template deformation when the assembling concrete template, and can not influence service behaviour and increase material cost significantly.
To achieve these goals, comprise that according to concrete blinding deformation preventing member of the present invention having is the channel of C type cross section basically, this channel comprises that its surface at least is flat, banded main board, and with perpendicular to the direction of main board, from the rear side surface banded plate portion that extend, a pair of level of two side direction main board of main board.In the lateral centre of this channel main board, longitudinally be provided with through hole by preset space length.
According to concrete blinding deformation preventing member of the present invention with said structure, the spacing of through hole equates with the spacing of the positioned at intervals installing hole that uses template of the present invention, like this, positioned at intervals installing hole on the template is with aligned with each other to the through hole on should the concrete blinding deformation preventing member of the present invention of template, positioned at intervals installing hole and through hole are inserted in the end of positioned at intervals device, and give fastening by nut etc., thus, positioner can so be fixed, the front end that is plate portion is near the surface pressurization to template of the both sides of the part of positioned at intervals installing hole, and not needing specially to provide temporary fastening device, this point especially will be pointed out.Therefore, for the delegation's positioned at intervals installing hole on the template, can be only by a channel to pressurizeing reliably near the both sides of each positioned at intervals installing hole part, cause so special effect thus: operating efficiency has obtained improving significantly, number of spare parts can be reduced to minimum level, and material cost can not increase significantly.
It is 300 millimeters integral multiple that the spacing of the through hole on concrete blinding deformation preventing member of the present invention is configured to basically.This is because the spacing of the positioned at intervals installing hole on the template is prescribed due to the integral multiple of being arranged to 300 millimeters.
Consider to be used for the size of part of fastening/fixed intervals positioner that the width of the main board of concrete blinding deformation preventing member of the present invention preferably is set at least 35 millimeters and be no more than 120 millimeters.If the space that the width of main board less than above-mentioned number range, can not guarantee to be used for fastening/fixed intervals positioner; If the interval between the contact portion of the positioned at intervals installing hole both sides on template pressurizations is increased, so just can not obtain to prevent the effect of being out of shape effectively.
Utilization is according to the method for the present invention of above-mentioned concrete blinding deformation preventing member assembling concrete template of the present invention, that the two end portions that is suitable for outwards protruding in the outer positioned at intervals device of a pair of relative template is inserted is above-mentioned, according in the through hole on the concrete blinding deformation preventing member of the present invention, and to the rear surface place, concrete blinding deformation preventing member main board pressurization at positioned at intervals device both ends, the front end of pair of side plates part is contacted with the rear surface of template, thereby prevent template deformation.
It is the cross section of C type basically that the concrete blinding deformation preventing member has, and the spacing of the through hole on its main board equals the spacing of the positioned at intervals installing hole on template, thus, make a pair of relative template end fastened to each other and identical distance positioner at interval can insert through hole, like this, before the positioned at intervals device is fixing and can carry out temporary fixedly and fixing afterwards respectively, and do not need the device that specially provides other to the concrete blinding deformation preventing member.Therefore, compare with traditional method, the operating efficiency of assembling concrete template is improved, and can obtain to prevent the effect of concrete blinding distortion under the situation that does not significantly increase Master Cost reliably.
More particularly, use the method for concrete blinding deformation preventing member assembling concrete template of the present invention may further comprise the steps: at first, along laterally adjacent be provided with some to template, each template is provided with the positioned at intervals installing hole in the lateral centre of longitudinal direction, through hole on these installing holes and the concrete blinding deformation preventing member has same spacing, and the every pair of template relative to each other and form the concreting position.
Then, some positioned at intervals devices are inserted in the relative positioned at intervals installing hole of relative template and fixed, these positioned at intervals devices are used for making every pair of relative template to interfix and keep identical preset distance, thereby connect each relative template.Then, with on fixing some positioned at intervals devices, from relative each through hole is inserted at both ends outwards outstanding on each piece of template, and utilize the fastener on the both ends of positioned at intervals device fastening/the fixing concrete template deformation prevents the openend on the plate portion of part, and makes this openend prevent the rear surface pressurization of the main board of part to concrete deformation.
Above-mentioned purpose, feature, situation and advantage with other of the present invention can be seen clearlyer from following to detailed introduction of the present invention and cooperation with reference to the accompanying drawings.
Fig. 1 shows the stereogram of assembling according to a kind of method, local, the signal of the concrete blinding of one embodiment of the invention;
Fig. 2 is the sectional view along the II-II line among Fig. 1;
Fig. 3 A is the stereogram that is used for concrete blinding deformation preventing member 1, local, the signal of the embodiment of the invention;
Fig. 3 B is along sectional elevation 5 centers of the through hole on the concrete blinding deformation preventing member 1, that amplify;
Fig. 4 is the horizontal cross that shows the assembling morphology of concrete blinding in embodiments of the present invention;
Fig. 5 shows the stereogram of assembling according to a kind of method, local, the signal of the concrete blinding of another embodiment of the present invention;
Fig. 6 is the sectional view along the VI-VI line among Fig. 5;
Fig. 7 shows the horizontal cross of Fig. 5;
Fig. 8 A shows the stereogram utilize the common wooden form form that nail is connected to each other/fixes;
Fig. 8 B is the plan view of concrete blinding that shows the right-angled intersection of the template assembling utilize shown in Fig. 8 A;
Fig. 9 is the stereogram that shows utilize the conventional method assembling wooden concrete form, local, signal;
Figure 10 A is the sectional view along the X-X line among Fig. 9;
Figure 10 B is the sectional view of corresponding diagram 10A, and demonstration is owing to the diffusion of the fastening force of nut 125 makes template deformation;
Figure 11 A to 11C shows each part of the positioned at intervals that adopts usually with is olation;
Figure 12 is the stereogram that shows traditional, typical wooden form;
Figure 13 shows to utilize pipe spare to prevent the plan view of the conventional method of template deformation;
Figure 14 shows to utilize thin-walled right angle pipe fitting to prevent the plan view of the conventional method of template deformation; And
Figure 15 shows that the Japan Patent that has been proposed by the inventor discloses the stereogram of the template in 8-13792 (1996) number.
With reference now to accompanying drawing, one embodiment of the present of invention is described.
In this embodiment, the present invention can be used to assemble the described traditional wooden form of Figure 11 to 14.In this embodiment, basically the concrete blinding deformation preventing member 1 that is the C type is installed on the position between the adjacent vertical reinforcement 72, and that the positioned at intervals installing hole 76 of admitting the positioned at intervals device of being made up of separator 121, fixture 122 and securing member 123 is arranged to is parallel with vertical reinforcement 72, as illustrated in fig. 1 and 2.
On securing member 123 other ends, be provided with external screw thread 123b, and paired metal thin-wall cylindrical support part 126 utilizes supporting member 124 and the nut 125 that is screwed on the external screw thread 123b to be fixed, book pilaster shape supporting member 126 faces one another and in the both sides of each securing member 123, and the template 70 of horizontally set is connected to each other.
Each concrete blinding deformation preventing member 1 has shape as shown in Figure 3A.That is, concrete blinding deformation preventing member 1 comprises that one extends into the main board 2 of the book of a band shape, a pair of perpendicular to main board 2 and the plate portion 3a and the 3b that extend along the both sides of main board 2, and a pair of interior teat 4a and 4b parallel with main board 2 substantially, that extend internally from each openend of plate portion 3a and 3b.This concrete blinding deformation preventing member 1 has the cross section that is the C type basically, shown in Fig. 3 B.
Through hole 5 is arranged on the main board 2 of concrete blinding deformation preventing member 1 with the spacing of 300 millimeters or 600 millimeters (promptly with 300 millimeters integral multiples), so that overlap with positioned at intervals installing hole on using each template 70 of the present invention.The height of plate portion 3a and 3b (representing with size h among Fig. 3 B) is configured to basically to coincide with the height of the vertical reinforcement 72 that uses each template 70 of the present invention, and the width of main board 2 (representing with size W among Fig. 3 B) is so to be provided with: relative template 70 is interfixed and the positioned at intervals device both ends of space on fastening part that is securing member 123 etc. can be from the openend insertion of concrete blinding deformation preventing member 1.Size W is set in 35 to 120 millimeters the scope.
Teat 4a provides the enough areas that contact with each template 70 surfaces with 4b in a couple on each concrete blinding deformation preventing member 1, improve the bending strength of concrete blinding deformation preventing member 1 itself in other words, if but required intensity is not too high, teat 4a and 4b in also can not establishing.
The fibre reinforced plastics that draw by molded metal blank or employing prepare the material that supplies concrete blinding deformation preventing member 1 usefulness, and this material should suitably be selected according to required intensity.When using the fibre reinforced plastics that draw, its thickness must be 3 millimeters at least.
According to present embodiment, be used for making relative template 70 can be installed in 5 li of through holes with the end of the positioned at intervals device of predetermined fixed interval mutually, so that similarly fastening/fixedly to have be the concrete blinding deformation preventing member of C type cross section basically, thus can be when utilizing positioned at intervals device assembling concrete template temporary fixed concrete blinding deformation preventing member 1.Simultaneously, concrete blinding deformation preventing member 1 also can be synchronously fastening with the fastening/location of positioned at intervals device/and fixing.In addition, teat 4a and 4b thus, compare with the isopressor situation of paired pipe fitting the two side portions pressurization around positioned at intervals installing hole 76 in paired plate portion 3a and each of 3b, can be reliably to the part pressurization near the positioned at intervals installing hole.Therefore, under the nut 125 in the positioned at intervals device and the situation that external screw thread on the securing member 123 cooperates, because the restriction of plate portion 3a on the concrete blinding deformation preventing member 1 and 3b height (size h) can prevent the overtighten of nut 125.Therefore, the diffusion problem of the fastening force of each nut 125 on positioned at intervals device two ends has obtained solution, and therefore, near template deformation problem debatable in the prior art, positioned at intervals installing hole 76 also can prevent.The concrete surface property of building also can improve thereupon.
With reference now to accompanying drawing 5 to 7 and 15, another embodiment of the present invention is described.In this embodiment, prevent that according to template deformation of the present invention part 1 is with template 101 assembling concrete templates, template 101 is formed by having as shown in figure 15 the fibre reinforced plastics stampings of shape, and it is proposed in open 8-13792 (1996) number of Japan Patent by the inventor.
Referring to Fig. 5, the template 101 that is used for present embodiment comprises former board part 103, the plate portion 104 of a pair of band shape and the back plate portion 105 of a pair of band shape.Figure 15 is the stereogram of the template 101 seen from behind.
On the former board part 103 of template 101, with vertical predetermined space some installing holes 106 are set along its transverse center.In addition, on pair of side plates part 104, on the position of the installing hole 106 of corresponding former board part 103, some installing holes 107 are set, and the surface that these installing holes 107 are arranged on former board part 103 is spaced laterally apart on the position of preset distance.Also have, on the plate portion 105 of a pair of back, on the position of the installing hole 106 of corresponding former board part 103, some installing holes 108 are set, and the surface that these installing holes 108 are arranged on plate portion 104 separates on the position of a certain distance, and this distance is identical with lateral separation between the surface of the center of installing hole 107 and former board part 103.
Fig. 5 is that expression comes the stereogram of assembling concrete template according to Fig. 3 A and the described concrete blinding deformation preventing member 1 of 3B, and it has utilized some to every pair of horizontally set template 101 relative to each other, that have predetermined space between the former board part 103.Fig. 6 is the sectional view along the VI-VI line among Fig. 5, and Fig. 7 is the horizontal view of Fig. 5.
Referring to Fig. 5 to 7, the pair of side plates part 3a and the 3b of concrete blinding deformation preventing member 1 is installed into the openend that makes it and contacts with the rear side surface of template 101 former board parts 103, thereby forms along the vertically extending concrete blinding of transverse center.Similar to the described embodiment of Fig. 1 to 4, utilize positioned at intervals device 5 li of positioned at intervals installing holes, that form by separator 121, fixture 122 and securing member 123 fastening/fix each concrete blinding deformation preventing member 1.
In this embodiment, utilize supporting member 124 and nut 125 that a pair of parts 1a the same with concrete blinding deformation preventing member 1 fixed, with as horizontal reinforcement.
Like this, also can be used for the assembling of novel template 101 effectively according to concrete blinding deformation preventing member 1 of the present invention, simultaneously, have identical shaped parts and also can be used as horizontal reinforcement use, thus, consider the economical with materials expense, can make vertical and horizontal reinforcement by identical parts of shape each other and use.
Though described the present invention in detail, very clear, this only is in order to illustrate and to give an example, and is not in order to limit.The spirit and scope of the present invention are only limited by the content of attached claim.
Claims (12)
1. concrete blinding deformation preventing member comprises the channel with C type cross section, and comprises:
The main board of one band shape (2), and its surface is flat at least; And
The banded plate portion of a pair of level (3a, 3b), it is with perpendicular to the direction of described main board (2), extend from the rear side surface of two side direction main board of described main board,
Through hole (5) in the lateral centre of described main board (2), preset space length setting longitudinally.
2. concrete blinding deformation preventing member as claimed in claim 1 is characterized in that, the described spacing of described through hole (5) is 300 millimeters a integral multiple.
3. concrete blinding deformation preventing member as claimed in claim 1 is characterized in that, the width of described main board (2) is 35 millimeters at least and is no more than 120 millimeters.
4. concrete blinding deformation preventing member as claimed in claim 2 is characterized in that, the width of described main board (2) is 35 millimeters at least and is no more than 120 millimeters.
5. the method for an assembling concrete template, utilization is arranged on positioned at intervals device (121 therebetween, 122,123) with relative to each other and keep the mode of preset distance to be provided with and to fix a pair of template (71,72), and utilize concrete blinding deformation preventing member (1) to prevent described template (71,72) distortion, wherein:
Described concrete blinding deformation preventing member (1) is made up of the channel with C type cross section, and comprises:
The main board of one band shape (2), and its surface is flat at least; And
The banded plate portion of a pair of level (3a, 3b), it is with perpendicular to the direction of described main board (2), extend from the rear side surface of two side direction main board of described main board,
In the lateral centre of described main board (2), longitudinally preset space length is provided with through hole (5), and
Described positioned at intervals device is stretched out protrude in described a pair of template (71,72) insert in the described through hole of described concrete blinding deformation preventing member (1) at both ends, and at place, the both ends of described positioned at intervals device to the rear surface pressurization of the described main board (2) on the described concrete blinding deformation preventing member (1), make described pair of side plates part (3a thus, openend 3b) and described template (71,72) rear surface contact also prevents described template (71,72) distortion.
6. the method for assembling concrete template as claimed in claim 5 is characterized in that, described concrete blinding deformation preventing member (1) is made into to have between described each through hole (5) on it spacing of 300 millimeters integral multiples.
7. the method for assembling concrete template as claimed in claim 5 is characterized in that, the described main board (2) that described concrete blinding deformation preventing member (1) is made on it has 35 millimeters to the 120 millimeters width in the scope.
8. the method for assembling concrete template as claimed in claim 6 is characterized in that, the described main board (2) that described concrete blinding deformation preventing member (1) is made on it has 35 millimeters to the 120 millimeters width in the scope.
9. the method for an assembling concrete template, this concrete blinding has the concrete blinding deformation preventing member of being made up of the channel with C type cross section (1), and this deformation preventing member (1) comprising:
The main board of one band shape (2), and its surface is flat at least, and
The banded plate portion of a pair of level (3a, 3b), it is with perpendicular to the direction of described main board (2), extend from the rear side surface of two side direction main board of described main board,
In the lateral centre of described main board (2), longitudinally preset space length is provided with through hole (5),
Said method comprising the steps of:
Be provided with all in horizontal mode adjacent each other and relative to each other to template (71,72), thereby form a concreting position, and the lateral centre at longitudinal direction is provided with positioned at intervals installing hole (76) on each template, and the spacing of the through hole (5) on the spacing of these installing holes and the described concrete blinding deformation preventing member is identical;
With all positioned at intervals devices (121,122,123) insert in the relative positioned at intervals installing hole of relative template and fixed, these positioned at intervals devices make described every pair of relative template (71,72) distance that interfixes and keep being scheduled to, thereby connect relative described each to template (71,72); And
Described all positioned at intervals devices are outwards protruded in described relatively each to template (71,72) described through hole (5) is inserted at both ends, and utilize fastener (123) on the described both ends of described positioned at intervals device fastening/the described plate portion (3a of fixing described concrete blinding deformation preventing member (1), openend 3b), and to the rear surface pressurization of the described main board (2) of described each concrete blinding deformation preventing member.
10. the method for assembling concrete template as claimed in claim 9 is characterized in that, described concrete blinding deformation preventing member (1) is made into to have between described each through hole on it spacing of 300 millimeters integral multiples.
11. the method for assembling concrete template as claimed in claim 9 is characterized in that, described concrete blinding deformation preventing member (1) is made into described main board (2) on it and has 35 millimeters width to the 120 milli scopes.
12. the method for assembling concrete template as claimed in claim 10 is characterized in that, the described main board (2) that described concrete blinding deformation preventing member (1) is made on it has 35 millimeters to the 120 millimeters width in the scope.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP200864/95 | 1995-08-07 | ||
| JP7200864A JPH0949320A (en) | 1995-08-07 | 1995-08-07 | Concrete form deformation preventive member and concrete form assembling method using it |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1142561A true CN1142561A (en) | 1997-02-12 |
Family
ID=16431499
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN96108531A Pending CN1142561A (en) | 1995-08-07 | 1996-07-31 | Concrete form deformation preventing member and method of assembling concrete form with the same |
Country Status (6)
| Country | Link |
|---|---|
| EP (1) | EP0758043A1 (en) |
| JP (1) | JPH0949320A (en) |
| KR (1) | KR970011235A (en) |
| CN (1) | CN1142561A (en) |
| CA (1) | CA2181952A1 (en) |
| TW (1) | TW294751B (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102912779A (en) * | 2012-11-07 | 2013-02-06 | 江苏省交通工程集团有限公司 | End sealing plate fixing structure of lift wall construction |
| CN104278632A (en) * | 2013-07-09 | 2015-01-14 | 宏润建设集团股份有限公司 | Bridge main tower creeping formwork and manufacturing method thereof |
| CN105406479A (en) * | 2015-12-23 | 2016-03-16 | 镇江向荣智能电气有限公司 | Novel active filter fixing framework |
| CN106232916A (en) * | 2014-04-03 | 2016-12-14 | 多米尼克·塔拉利达 | For body of wall or the shuttering boards of ogive |
| CN113107189A (en) * | 2021-04-16 | 2021-07-13 | 李鑫 | Aluminum template structure |
| CN114737748A (en) * | 2022-04-08 | 2022-07-12 | 江苏省送变电有限公司 | Template for improving appearance quality of transformer substation main transformer firewall and construction method |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104818843A (en) * | 2015-04-20 | 2015-08-05 | 常州展华机器人有限公司 | Large-scale shear wall drilling-free mounting template and use method |
| JP6655320B2 (en) * | 2015-07-31 | 2020-02-26 | 正 斉原 | Supporting member, concrete casting formwork, and method of building concrete structure |
| CN106193387A (en) * | 2016-08-31 | 2016-12-07 | 柳州市杰特建材有限责任公司 | Cast-in-place combined wall |
| KR102281943B1 (en) * | 2018-09-19 | 2021-07-26 | (주)이에스씨엠 | Device for Connecting the Pannel of Concrete Form Assembly |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2816345A (en) * | 1955-06-22 | 1957-12-17 | Symons Clamp & Mfg Co | Concrete wall form |
| US3385557A (en) * | 1965-09-15 | 1968-05-28 | Robert D. Rambelle | Multi-purpose building member |
| DE1917639A1 (en) * | 1969-04-05 | 1970-10-08 | Symons Mfg Company | Concrete wall formwork with devices for the even distribution of the forces caused by the loose concrete |
| DE2426708C3 (en) * | 1974-06-01 | 1978-06-08 | Josef 7611 Steinach Maier | Large area formwork |
| CA1159274A (en) * | 1981-03-27 | 1983-12-27 | Ronald J. Johnston | Concrete forming structures |
-
1995
- 1995-08-07 JP JP7200864A patent/JPH0949320A/en active Pending
-
1996
- 1996-04-26 TW TW085105003A patent/TW294751B/en active
- 1996-05-29 KR KR1019960018488A patent/KR970011235A/en not_active Application Discontinuation
- 1996-07-10 EP EP96111090A patent/EP0758043A1/en not_active Ceased
- 1996-07-24 CA CA002181952A patent/CA2181952A1/en not_active Abandoned
- 1996-07-31 CN CN96108531A patent/CN1142561A/en active Pending
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102912779A (en) * | 2012-11-07 | 2013-02-06 | 江苏省交通工程集团有限公司 | End sealing plate fixing structure of lift wall construction |
| CN104278632A (en) * | 2013-07-09 | 2015-01-14 | 宏润建设集团股份有限公司 | Bridge main tower creeping formwork and manufacturing method thereof |
| CN106232916A (en) * | 2014-04-03 | 2016-12-14 | 多米尼克·塔拉利达 | For body of wall or the shuttering boards of ogive |
| CN106232916B (en) * | 2014-04-03 | 2018-04-13 | 多米尼克·塔拉利达 | For wall or the shuttering boards of ogive |
| CN105406479A (en) * | 2015-12-23 | 2016-03-16 | 镇江向荣智能电气有限公司 | Novel active filter fixing framework |
| CN113107189A (en) * | 2021-04-16 | 2021-07-13 | 李鑫 | Aluminum template structure |
| CN114737748A (en) * | 2022-04-08 | 2022-07-12 | 江苏省送变电有限公司 | Template for improving appearance quality of transformer substation main transformer firewall and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0949320A (en) | 1997-02-18 |
| TW294751B (en) | 1997-01-01 |
| EP0758043A1 (en) | 1997-02-12 |
| CA2181952A1 (en) | 1997-02-08 |
| KR970011235A (en) | 1997-03-27 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| EP0679781B1 (en) | Concrete molding form member, and form member space holder and form member connector for assembling the same | |
| CN1142561A (en) | Concrete form deformation preventing member and method of assembling concrete form with the same | |
| CN1924246A (en) | Curled edge channel steel and its connecting member | |
| CN100549452C (en) | Low level-the clamping contour that is used for hose type rolling film-pneumatic spring | |
| CN1143042C (en) | Concrete form member | |
| CN1950577A (en) | Profiled rail system for covering joints | |
| CN1258845C (en) | Element for the frame of cabinet | |
| CN211973832U (en) | Connecting assembly for building steel structure | |
| CN1051352C (en) | Formwork with form panels and connecting means | |
| CN1500301A (en) | Sectional steel frame from profiled sections that are screwed together | |
| CN216109362U (en) | Carbon fiber plate positioning device | |
| CN110606128A (en) | Plug-in type fender structure | |
| CN1651687A (en) | Metal roof truss | |
| CN1115496C (en) | Plate connecting structure | |
| KR20060117121A (en) | Fiber composite panel with tension head and concrete strengthening method by post-tensioning using it | |
| CN220504530U (en) | Template connecting device | |
| CN2685433Y (en) | Tongued and grooved keel | |
| CN200955208Y (en) | Skeleton and partition wall | |
| CN216810487U (en) | Hexagonal core cylinder variable angle glass curtain wall | |
| CN220452573U (en) | Automobile welding leaf spring with surface reinforced treatment | |
| CN219033782U (en) | H-shaped steel structure and mounting structure for steel structure | |
| CN219411946U (en) | Carbon fiber plate reinforcing structure | |
| CN216742308U (en) | Hidden panel connecting piece | |
| CN218036055U (en) | Fatigue test fixture for asymmetric splines | |
| JPH0633644B2 (en) | Lightweight air bubble concrete panel |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C06 | Publication | ||
| PB01 | Publication | ||
| C01 | Deemed withdrawal of patent application (patent law 1993) | ||
| WD01 | Invention patent application deemed withdrawn after publication |