CN114086761A - Template supporting structure - Google Patents
Template supporting structure Download PDFInfo
- Publication number
- CN114086761A CN114086761A CN202111180282.4A CN202111180282A CN114086761A CN 114086761 A CN114086761 A CN 114086761A CN 202111180282 A CN202111180282 A CN 202111180282A CN 114086761 A CN114086761 A CN 114086761A
- Authority
- CN
- China
- Prior art keywords
- wall
- formwork
- horizontal
- template
- support structure
- 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
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 25
- 239000010959 steel Substances 0.000 claims abstract description 25
- 238000009415 formwork Methods 0.000 claims description 70
- 238000005266 casting Methods 0.000 claims description 25
- 238000000034 method Methods 0.000 abstract description 5
- 238000010276 construction Methods 0.000 description 6
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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
- 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
- E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
Abstract
The invention discloses a template supporting structure, which is used for being arranged on an outer wall pouring template of a basement, and comprises: the vertical fixing pieces are arranged in the outer wall pouring template at intervals along the horizontal direction, and one end of each vertical fixing piece is connected with the bottom plate of the basement; the horizontal fixing pieces are arranged in the outer wall pouring template at intervals along the vertical direction and are connected with any one of the vertical fixing pieces; and one end of the first pair of pull bolts is connected with the horizontal fixing piece, and the other end of the first pair of pull bolts is tied with one side of the outer wall pouring template. According to the invention, the first counter bolt is used for fixing the side, back to the concrete retaining wall, of the outer wall pouring template, the occupied space is small when the method is used for fixing, and meanwhile, the problems that the embedded steel bar heads in the bottom plate need to be cut off and repaired in the later period are solved.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a template supporting structure.
Background
With the development and utilization of more and more underground space resources, how to reasonably develop and utilize deep and large foundation pits becomes more and more important. The situation that the supporting structure is too close to the basement outer wall structure possibly exists in the construction process of the basement, so that the basement outer wall is not easy to construct. At present, aiming at the condition that a supporting structure is closer to an outer wall of a basement, the existing construction method mostly adopts a unilateral formwork support (external support) on the inner side of the outer wall of the basement, namely, the inner side of the outer wall of the basement adopts a cast support to form a supporting system. The supporting system occupies a large space, the formwork supporting of members such as wall columns and the like is easily affected, and the positions of the embedded steel bar heads in the bottom plate need to be cut off and repaired in the later period.
Accordingly, the prior art is yet to be improved and developed.
Disclosure of Invention
The invention aims to solve the technical problem that in the prior art, a formwork supporting structure is provided to solve the problems that in the prior art, a cast-supporting mode is adopted on one side of an outer wall pouring formwork to support the outer wall pouring formwork to occupy a large space, and the position of a pre-embedded steel bar head in a bottom plate needs to be cut off and repaired in the later period.
In order to solve the technical problems, the technical scheme adopted by the invention is as follows:
the utility model provides a template bearing structure for the setting is on the outer wall pouring template of basement, one side that the template was pour to the outer wall has the concrete barricade, template bearing structure includes:
the vertical fixing pieces are arranged in the outer wall pouring template at intervals along the horizontal direction, and one end of each vertical fixing piece is connected with the bottom plate of the basement;
the horizontal fixing pieces are arranged in the outer wall pouring template at intervals along the vertical direction and are connected with any one of the vertical fixing pieces; and
the first stay bolt of a plurality of, the one end of first stay bolt is connected horizontal mounting, the other end with the outer wall is pour the template dorsad one side drawknot of concrete retaining wall.
The formwork support structure is characterized in that each vertical fixing piece is located in the middle of the inner side formwork and the outer side formwork of the outer wall pouring formwork.
The formwork support structure is characterized in that the vertical fixing piece is a channel steel.
The template supporting structure is characterized in that the horizontal fixing piece is L-shaped steel and is welded with the vertical fixing piece.
The formwork support structure, wherein, the first split bolt with horizontal mounting welds.
The formwork support structure, wherein, vertical mounting and first split bolt all connect in the same side of horizontal mounting.
The formwork support structure is characterized in that a main rib is arranged on one indoor side of the outer wall pouring formwork, and one end, located outside the outer wall pouring formwork, of the first counter bolt is connected with the main rib.
The formwork support structure is characterized in that a plurality of second counter-pulling bolts are arranged on the part, not provided with the vertical fixing piece/the horizontal fixing piece, of the outer wall pouring formwork, and two ends of each second counter-pulling bolt are respectively tied with two sides of the outer wall pouring formwork.
The template supporting structure is characterized in that the distance between two adjacent horizontal fixing pieces close to the bottom plate is smaller than the distance between two adjacent horizontal fixing pieces far away from the bottom plate.
Has the advantages that: according to the method, the outer wall pouring template is fixed and fixed from one side back to the concrete retaining wall through the plurality of vertical fixing pieces, the plurality of horizontal fixing pieces connected with the plurality of vertical fixing pieces and the first pair of pull bolts with one ends connected with the other ends of the horizontal fixing pieces and one sides of the outer wall pouring template back to the concrete retaining wall in a pulling mode, the occupied space for fixing the outer wall pouring template is small, and the problems that reinforcing steel bar heads need to be cut off and repaired in the later supporting period in the throwing mode at one side of the outer wall pouring template are solved.
Drawings
Fig. 1 is a schematic view of the formwork support structure, the outer wall casting formwork, the bottom plate, the concrete retaining wall and the support structure provided by the invention;
FIG. 2 is a schematic view of a portion of the formwork support structure provided by the present invention;
FIG. 3 is a schematic view of the assembly of the formwork support structure and the outer wall casting formwork provided in the present invention
The labels in the figures are: 1. a vertical fixing member; 2. a horizontal fixing member; 3. a first tie bolt; 4. main corrugation; 5. a second tie bolt; 100. pouring a template on the outer wall; 200. a concrete retaining wall; 300. a base plate; 400. a support structure; 500. basement outer wall leads wall.
Detailed Description
The present invention provides a formwork support structure, and in order to make the objects, technical solutions, and effects of the present invention clearer and clearer, the present invention will be further described in detail below with reference to the accompanying drawings and examples. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
It will be understood that when an element is referred to as being "secured to" or "disposed on" another element, it can be directly on the other element or be indirectly on the other element. When an element is referred to as being "connected to" another element, it can be directly connected to the other element or be indirectly connected to the other element.
It should also be noted that the same or similar reference numerals in the drawings of the embodiments of the present invention correspond to the same or similar components; in the description of the present invention, it should be understood that if there is an orientation or positional relationship indicated by the terms "upper", "lower", "left", "right", etc. based on the orientation or positional relationship shown in the drawings, it is only for convenience of describing the present invention and simplifying the description, but it is not intended to indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and therefore, the terms describing the positional relationship in the drawings are only used for illustrative purposes and are not to be construed as limiting the present patent, and the specific meaning of the terms may be understood by those skilled in the art according to specific circumstances.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless specifically defined otherwise.
The invention will be further explained by the description of the embodiments with reference to the drawings.
The embodiment provides a formwork support structure, as shown in fig. 1, the formwork support structure is used for being arranged on an outer wall pouring formwork 100 of a basement to support and fix the outer wall pouring formwork 100, so that firmness of the outer wall pouring formwork 100 in an outer wall pouring process is guaranteed. When the supporting structure 400 is too close to the outer wall structure of the basement, the fixing of the outer wall pouring template 100 is affected, for example, when the distance between the supporting structure 400 and the outer wall of the basement is less than 1.2 m, the single-row scaffold cannot be erected, and the counter bolts cannot penetrate through the outer wall pouring template 100 and are fixed on two sides of the outer wall pouring template 100; the side of the supporting structure 400 facing the basement exterior wall is usually obliquely arranged, so that the supporting structure 400 usually only affects the bottom of the exterior wall casting formwork 100, specifically, the affected height can be measured by measuring the distance between each part of the side of the supporting structure 400 facing the exterior wall casting formwork 100 and the exterior wall casting formwork 100, when the distance between the supporting structure 400 and the exterior wall casting formwork 100 at a certain height is measured to be 1.2 m, the height is the affected height of the exterior wall casting formwork 100, and no scaffold can be erected on the side of the exterior wall casting formwork 100 facing the supporting structure 400 below the height.
One side of outer wall pouring template 100 towards supporting construction 400 has concrete retaining wall 200, concrete retaining wall 200 is used for providing the working face for outer wall structure's is waterproof, simultaneously concrete retaining wall 200 is also in outer wall pouring template 100 towards one side of supporting construction 400 is right outer wall pouring template 100 forms the support, template bearing structure is then mainly used right the opposite side of outer wall pouring template 100 forms support and reinforcement.
As shown in fig. 1 to 3, the formwork support structure includes a plurality of vertical fixing members 1, a plurality of horizontal fixing members 2, and a plurality of first tie bolts 3, the plurality of vertical fixing members 1 are arranged in the outer wall casting formwork 100 at intervals along the horizontal direction, that is, each vertical fixing member 1 is arranged vertically, and the plurality of vertical fixing members 1 are arranged at intervals along the horizontal extending direction of the outer wall casting formwork 100; the lower end of the vertical fixing piece 1 is connected with the bottom plate 300 and the guide wall 500 of the basement, and the height of the upper end of the vertical fixing piece 1 is the same as the height of the outer wall pouring template 100 affected by the support 400; the horizontal fixing pieces 2 are arranged in the outer wall pouring template 100 at intervals in the vertical direction, the horizontal fixing pieces 2 are horizontally arranged, and the horizontal fixing pieces 2 are connected with any one of the vertical fixing pieces 1; the one end of first stay bolt 3 is connected horizontal mounting 2, the other end with outer wall pouring template 100 dorsad the one side drawknot of concrete retaining wall 200, wherein, first stay bolt 3 only is half of current stay bolt, consequently only one end has nut and butterfly buckle, the one end that has nut and butterfly buckle with the stupefied 4 looks drawknot of owner in the outside of outer wall pouring template 100, in order to right outer wall pouring template 100 dorsad one side of supporting construction 400 is fixed.
According to the invention, the outer wall pouring template 100 is internally provided with the plurality of vertical fixing pieces 1, the plurality of horizontal fixing pieces 2 connected with the plurality of vertical fixing pieces 1 and the first counter bolts 3 with one ends connected with the horizontal fixing pieces 2 and the other ends connected with one sides of the outer wall pouring template 100 back to the concrete retaining wall 200 in a drawknot manner, so that one side of the outer wall pouring template 100 back to the concrete retaining wall 200 is supported and fixed, the method for fixing the outer wall pouring template 100 occupies a small space, and the problems that reinforcing bar heads need to be cut off and repaired in the later period when one side of the outer wall pouring template 100 is supported in a throwing support manner are avoided.
In a specific embodiment, the vertical fixing member 1 is a channel steel, the horizontal fixing member 2 is L-shaped steel, and the horizontal fixing member 2 is welded to the vertical fixing member 1, wherein a notch of the channel steel faces the L-shaped steel, edges of two sides of the channel steel are welded to the L-shaped steel, and when the notch of the channel steel faces the L-shaped steel, the stress is better, so that in this embodiment, it is preferable that the notch of the channel steel faces the L-shaped steel; one end, located in the outer wall pouring template 100, of the first tie bolt 3 is also welded to the L-shaped steel, and the first tie bolt 3 is perpendicular to the L-shaped steel; each vertical fixing member 1 is located in the middle of the inner and outer side formworks of the outer wall pouring formwork 100, so that the length of the first split bolt 3 is half of the length of the existing split bolt.
The vertical fixing piece 1 and the first pair of pull bolts 3 are connected to the same side of the horizontal fixing piece 2, so that when an interaction force exists between the first pair of pull bolts 3 and the horizontal fixing piece 2, the vertical fixing piece 1 generates a force in the opposite direction to the horizontal fixing piece 2, and the stability of the formwork supporting structure is guaranteed.
The outer wall pouring formwork 100 is provided with a main ridge 4 towards one indoor side, the main ridge 4 is used for reinforcing the outer wall pouring formwork 100, the first pair of pull bolts 3 are located at one end outside the outer wall pouring formwork 100 and connected with the main ridge 4, and the first pair of pull bolts 3 tighten the main ridge 4 to fix the outer wall pouring formwork 100.
Because the external wall casting formwork 100 is only affected by the supporting structure 400 at the lower part and cannot be used for erecting a scaffold, and is not affected by the supporting structure 400 above the affected height, the scaffold can be erected normally, the cost of the L-shaped steel and the channel steel is high, the existing mode is preferentially adopted when the external wall casting formwork 100 can be fixed in the existing mode, therefore, a plurality of second counter stay bolts 5 are arranged at the part of the external wall casting formwork 100 where the vertical fixing part 1/the horizontal fixing part 2 is not arranged, the second counter stay bolts 5 are the existing counter stay bolts which can be used for carrying out the tie from two sides, and two ends of the second counter stay bolts 5 are respectively tied with two sides of the external wall casting formwork 100.
The distance between the vertical fixing pieces 1 and the distance between the horizontal fixing pieces 2 are calculated and determined according to the concrete lateral pressure, when the calculated concrete lateral pressure is smaller, the distance between the vertical fixing pieces 1 or the distance between the horizontal fixing pieces 2 is larger, and when the calculated concrete lateral pressure is larger, the distance between the vertical fixing pieces 1 or the distance between the horizontal fixing pieces 2 is smaller. When the outer wall pouring formwork 100 is poured with concrete, the lateral concrete pressure of the outer wall pouring formwork 100 in the horizontal direction is basically the same, so that the distance between any two adjacent vertical fixing pieces 1 is the same; since the lateral concrete pressures of the exterior wall casting form 100 in the vertical direction are different at different heights when the exterior wall casting form 100 is cast with concrete, and the lateral concrete pressure at the lower portion of the exterior wall casting form 100 is larger and the lateral concrete pressure at the upper portion of the exterior wall casting form 100 is smaller, the distance between two adjacent horizontal fixing members 2 close to the guide wall 500 is smaller than the distance between two adjacent horizontal fixing members 2 far from the guide wall 500, for example, the distance between two adjacent horizontal fixing members 2 at the bottom is
200 mm and 300mm, and the distance between the two horizontal fixing members 2 at the topmost part is
400-500 mm; preferably, the distance between two adjacent aquatic products mounting is progressively bigger from bottom to top.
The concrete construction setting mode of the template supporting structure is as follows: firstly, the channel steel and the L-shaped steel are welded and arranged in the outer wall pouring template 100, then a bottom plate 300 and a basement outer wall guide wall 500 are poured, the lower portion of the channel steel is pre-embedded in the bottom plate 300 and the basement outer wall guide wall 500 after pouring, when a basement outer wall is to be constructed, the first tie bolts 3 are connected to fix one side of the outer wall pouring template 100, wherein the height of the basement outer wall guide wall 500 is usually 0.3-0.5 m, and the height of the L-shaped channel steel/the first tie bolts 3 at the bottommost part from the basement outer wall guide wall 500 is usually 0.2 m.
In summary, the present invention discloses a formwork support structure for being disposed on an outer wall casting formwork of a basement, wherein a concrete retaining wall is disposed on one side of the outer wall casting formwork, and the formwork support structure includes: the vertical fixing pieces are arranged in the outer wall pouring template at intervals along the horizontal direction, and one end of each vertical fixing piece is anchored into the bottom plate of the basement; the horizontal fixing pieces are arranged in the outer wall pouring template at intervals along the vertical direction and are connected with any one of the vertical fixing pieces; and one end of the first pair of pull bolts is connected with the horizontal fixing piece, and the other end of the first pair of pull bolts is connected with the outer wall pouring template back to one side of the concrete retaining wall. According to the invention, the outer wall pouring template is internally provided with the plurality of vertical fixing pieces, the plurality of horizontal fixing pieces connected with the plurality of vertical fixing pieces and the first counter bolts with one ends connected with the other ends of the horizontal fixing pieces and one sides of the outer wall pouring template back to the concrete retaining wall for bracing and fixing from one side of the outer wall pouring template back to the concrete retaining wall, so that the problems that the reinforcing steel bar heads are required to be cut off and repaired in the later stage when one side of the outer wall pouring template is braced in a throwing bracing mode are avoided.
Finally, it should be noted that: the above examples are only intended to illustrate the technical solution of the present invention, but not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; and such modifications or substitutions do not depart from the spirit and scope of the corresponding technical solutions of the embodiments of the present invention.
Claims (9)
1. The utility model provides a template bearing structure for the setting is on the outer wall pouring template of basement, one side of outer wall pouring template has the concrete barricade, its characterized in that, template bearing structure includes:
the vertical fixing pieces are arranged in the outer wall pouring template at intervals along the horizontal direction, and one end of each vertical fixing piece is connected with the bottom plate of the basement;
the horizontal fixing pieces are arranged in the outer wall pouring template at intervals along the vertical direction and are connected with any one of the vertical fixing pieces; and
the first stay bolt of a plurality of, the one end of first stay bolt is connected horizontal mounting, the other end with the outer wall is pour the template dorsad one side drawknot of concrete retaining wall.
2. The formwork support structure of claim 1, wherein each vertical fastener is located at a position intermediate an inner formwork and an outer formwork of the exterior wall casting formwork.
3. The formwork support structure as in claim 1, wherein the vertical mount is a channel steel.
4. The formwork support structure of claim 3, wherein the horizontal fixing member is an L-shaped steel, and the horizontal fixing member is welded to the vertical fixing member.
5. The formwork support structure as in claim 4, wherein the first tie bolt is welded to the horizontal fixing member.
6. The formwork support structure as in claim 1, wherein the vertical mount and the first cross tie bolt are both attached to the same side of the horizontal mount.
7. The formwork support structure of claim 1, wherein a main ridge is arranged on one side of the outer wall casting formwork facing indoors, and one end of the first counter bolt located outside the outer wall casting formwork is connected with the main ridge.
8. The formwork support structure of claim 1, wherein the portion of the outer wall casting formwork where the vertical fixing member/the horizontal fixing member is not provided is provided with a plurality of second counter stay bolts, and two ends of the second counter stay bolts are respectively tied with two sides of the outer wall casting formwork.
9. The formwork support structure as in claim 1, wherein a spacing between adjacent ones of the horizontal securement members proximate the base panel is less than a spacing between adjacent ones of the horizontal securement members distal from the base panel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111180282.4A CN114086761A (en) | 2021-10-11 | 2021-10-11 | Template supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111180282.4A CN114086761A (en) | 2021-10-11 | 2021-10-11 | Template supporting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN114086761A true CN114086761A (en) | 2022-02-25 |
Family
ID=80296858
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111180282.4A Pending CN114086761A (en) | 2021-10-11 | 2021-10-11 | Template supporting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN114086761A (en) |
Citations (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20080001711A (en) * | 2006-06-29 | 2008-01-04 | 충주대학교 산학협력단 | The construction method of retaining wall |
| KR20100125652A (en) * | 2009-05-21 | 2010-12-01 | (주)건정 종합건축사사무소 | A mold for apartment |
| KR20130050172A (en) * | 2011-11-07 | 2013-05-15 | 조래수 | Self-supporting temporary structure using steel wire and method of the same |
| CN104452812A (en) * | 2014-12-04 | 2015-03-25 | 上海建工五建集团有限公司 | Construction method of basement outer wall |
| CN104453224A (en) * | 2014-10-24 | 2015-03-25 | 中国建筑第四工程局有限公司 | Formwork support structure of basement exterior wall and construction method of formwork support structure |
| CN204780994U (en) * | 2015-06-11 | 2015-11-18 | 中建一局集团第六建筑有限公司 | Underground continuous wall inwall construction structures |
| CN105220874A (en) * | 2015-09-11 | 2016-01-06 | 杭州江润科技有限公司 | The construction method of basement superelevation exterior wall self-supporting single side formwork system |
| CN106677533A (en) * | 2017-01-17 | 2017-05-17 | 上海建工建集团有限公司 | Basement exterior wall single-side formwork supporting system and method |
| CN206189449U (en) * | 2016-09-14 | 2017-05-24 | 中国建筑第二工程局有限公司 | Soleplate with lead integrated plank sheathing system of wall |
| CN206529796U (en) * | 2017-02-27 | 2017-09-29 | 中冶建工集团有限公司 | A kind of outer wall formwork of basement installs strengthening construction platform |
| CN107355077A (en) * | 2017-08-31 | 2017-11-17 | 中铁八局集团建筑工程有限公司 | A kind of basement barricade single side formwork reinforcing device and method |
| CN108222066A (en) * | 2018-02-12 | 2018-06-29 | 武汉市市政建设集团有限公司 | A kind of combined steel formwork support system and its construction method |
| CN109162296A (en) * | 2018-08-29 | 2019-01-08 | 中建局集团建设发展有限公司 | Single side formwork system and the construction method poured using system progress exterior wall |
| CN110700319A (en) * | 2019-11-21 | 2020-01-17 | 中国建筑第七工程局有限公司 | Comprehensive pipe gallery is with unilateral formwork frock |
| CN111236306A (en) * | 2020-01-17 | 2020-06-05 | 中国十七冶集团有限公司 | Root rot treatment and construction method for shear wall root |
| CN210917458U (en) * | 2019-11-06 | 2020-07-03 | 中建七局第四建筑有限公司 | City utility tunnel unilateral side mould frock subassembly |
| CN213710348U (en) * | 2020-10-25 | 2021-07-16 | 中铁二局第一工程有限公司 | Underground station side wall formwork supporting system combined with full support |
-
2021
- 2021-10-11 CN CN202111180282.4A patent/CN114086761A/en active Pending
Patent Citations (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20080001711A (en) * | 2006-06-29 | 2008-01-04 | 충주대학교 산학협력단 | The construction method of retaining wall |
| KR20100125652A (en) * | 2009-05-21 | 2010-12-01 | (주)건정 종합건축사사무소 | A mold for apartment |
| KR20130050172A (en) * | 2011-11-07 | 2013-05-15 | 조래수 | Self-supporting temporary structure using steel wire and method of the same |
| CN104453224A (en) * | 2014-10-24 | 2015-03-25 | 中国建筑第四工程局有限公司 | Formwork support structure of basement exterior wall and construction method of formwork support structure |
| CN104452812A (en) * | 2014-12-04 | 2015-03-25 | 上海建工五建集团有限公司 | Construction method of basement outer wall |
| CN204780994U (en) * | 2015-06-11 | 2015-11-18 | 中建一局集团第六建筑有限公司 | Underground continuous wall inwall construction structures |
| CN105220874A (en) * | 2015-09-11 | 2016-01-06 | 杭州江润科技有限公司 | The construction method of basement superelevation exterior wall self-supporting single side formwork system |
| CN206189449U (en) * | 2016-09-14 | 2017-05-24 | 中国建筑第二工程局有限公司 | Soleplate with lead integrated plank sheathing system of wall |
| CN106677533A (en) * | 2017-01-17 | 2017-05-17 | 上海建工建集团有限公司 | Basement exterior wall single-side formwork supporting system and method |
| CN206529796U (en) * | 2017-02-27 | 2017-09-29 | 中冶建工集团有限公司 | A kind of outer wall formwork of basement installs strengthening construction platform |
| CN107355077A (en) * | 2017-08-31 | 2017-11-17 | 中铁八局集团建筑工程有限公司 | A kind of basement barricade single side formwork reinforcing device and method |
| CN108222066A (en) * | 2018-02-12 | 2018-06-29 | 武汉市市政建设集团有限公司 | A kind of combined steel formwork support system and its construction method |
| CN109162296A (en) * | 2018-08-29 | 2019-01-08 | 中建局集团建设发展有限公司 | Single side formwork system and the construction method poured using system progress exterior wall |
| CN210917458U (en) * | 2019-11-06 | 2020-07-03 | 中建七局第四建筑有限公司 | City utility tunnel unilateral side mould frock subassembly |
| CN110700319A (en) * | 2019-11-21 | 2020-01-17 | 中国建筑第七工程局有限公司 | Comprehensive pipe gallery is with unilateral formwork frock |
| CN111236306A (en) * | 2020-01-17 | 2020-06-05 | 中国十七冶集团有限公司 | Root rot treatment and construction method for shear wall root |
| CN213710348U (en) * | 2020-10-25 | 2021-07-16 | 中铁二局第一工程有限公司 | Underground station side wall formwork supporting system combined with full support |
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Application publication date: 20220225 |