CN110295733B - Partition seam die, partition seam structure and construction method of partition seam die - Google Patents
Partition seam die, partition seam structure and construction method of partition seam die Download PDFInfo
- Publication number
- CN110295733B CN110295733B CN201910708714.0A CN201910708714A CN110295733B CN 110295733 B CN110295733 B CN 110295733B CN 201910708714 A CN201910708714 A CN 201910708714A CN 110295733 B CN110295733 B CN 110295733B
- Authority
- CN
- China
- Prior art keywords
- steel plate
- die
- vertical steel
- ground
- separation joint
- 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.)
- Active
Links
- 238000010276 construction Methods 0.000 title claims abstract description 24
- 238000005192 partition Methods 0.000 title claims description 7
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 102
- 239000010959 steel Substances 0.000 claims abstract description 102
- 238000000926 separation method Methods 0.000 claims abstract description 57
- 238000010438 heat treatment Methods 0.000 claims abstract description 41
- 238000000034 method Methods 0.000 claims abstract description 8
- 238000012546 transfer Methods 0.000 claims description 19
- 230000008859 change Effects 0.000 claims description 4
- 239000003795 chemical substances by application Substances 0.000 claims description 3
- 239000011248 coating agent Substances 0.000 claims description 3
- 238000000576 coating method Methods 0.000 claims description 3
- 238000003825 pressing Methods 0.000 claims description 3
- 238000012545 processing Methods 0.000 claims description 3
- 230000008569 process Effects 0.000 abstract description 5
- 230000000694 effects Effects 0.000 abstract description 3
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000005336 cracking Methods 0.000 abstract description 2
- 230000007306 turnover Effects 0.000 abstract description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 241000519996 Teucrium chamaedrys Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000007429 general method Methods 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/12—Flooring or floor layers made of masses in situ, e.g. seamless magnesite floors, terrazzo gypsum floors
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/12—Flooring or floor layers made of masses in situ, e.g. seamless magnesite floors, terrazzo gypsum floors
- E04F15/14—Construction of joints, e.g. dividing strips
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F21/00—Implements for finishing work on buildings
- E04F21/20—Implements for finishing work on buildings for laying flooring
- E04F21/24—Implements for finishing work on buildings for laying flooring of masses made in situ, e.g. smoothing tools
-
- 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
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/365—Stop-end shutterings
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B30/00—Energy efficient heating, ventilation or air conditioning [HVAC]
Abstract
The invention relates to a floor heating floor cushion separation seam die, a separation seam structure and a construction method thereof, belonging to the technical field of building construction. The one end of keeping away from the hinge at vertical steel sheet top is connected to the horizontal switching steel sheet, has offered the connecting hole on the horizontal switching steel sheet, and the top of horizontal switching steel sheet still is connected with the horizontal connection steel sheet, and the horizontal connection steel sheet is connected with adjacent horizontal switching steel sheet respectively, and then connects adjacent mould unit. The die cannot be disturbed in the construction process, so that the straightness of the separation joint can be ensured, and the construction quality is improved. The separation seam structure is good in forming effect, the problem of separation seam cracking can be effectively solved, and the separation seam structure can be used in a turnover mode, is easy to operate and is convenient to carry.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a floor heating ground cushion layer separation joint mold, a separation joint structure and a construction method thereof.
Background
At present, in the construction process of a floor heating floor cushion layer of a residential building engineering, a dividing seam is usually reserved by a middling strip, but the middling strip is easy to be disturbed in the construction process when the general method is adopted for construction, and the straightness of the dividing seam is not well ensured. In addition, the size of the midget is fixed and smaller, and cannot be suitable for the size of the opening with different lengths.
Disclosure of Invention
The invention aims to provide a floor heating ground cushion layer separation seam mould, a separation seam structure and a construction method thereof, which are used for solving the technical problems that a separation seam is easily disturbed in the construction process by adopting a middling strip, the straightness of the separation seam is not well ensured, the middling strip is fixed in size and smaller, and the method cannot be suitable for the opening sizes with different lengths.
In order to solve the technical problem, the invention provides a floor heating floor mat separating seam die, which is formed by connecting a plurality of die units, wherein the die units comprise:
the vertical steel plate comprises a first vertical steel plate and a second vertical steel plate, and the first vertical steel plate is hinged with the second vertical steel plate;
the horizontal transfer steel plate is connected to one end of the vertical steel plate, far away from the hinge, a connecting hole is formed in the horizontal transfer steel plate, the horizontal connection steel plate is further connected to the top of the horizontal transfer steel plate and is connected with the adjacent horizontal transfer steel plate respectively, and then the adjacent die units are connected.
Preferably, a hinge is connected between the tops of the first vertical steel plate and the second vertical steel plate, and the connecting piece of the hinge is respectively welded with the tops of the first vertical steel plate and the second vertical steel plate.
Preferably, the ends of the horizontal transfer steel plates are respectively flush with the first vertical steel plates and the second vertical steel plates.
Preferably, one end of the horizontal connecting steel plate is welded with the horizontal switching steel plate, and the other end of the horizontal connecting steel plate is connected with the adjacent horizontal switching steel plate through bolts.
In addition, the invention also provides a separation joint structure which is arranged in the ground heating ground cushion layer and comprises the following components:
the bottom of the vertical steel plate of the ground heating ground cushion layer separation seam mould stretches into the ground heating ground cushion layer, and the bottom surface of the horizontal transfer steel plate is level with the elevation line of the wall surface;
the pegs are arranged at the bottom of the horizontal transfer steel plate and are respectively arranged at two sides of the vertical steel plate.
Preferably, the bottom of the vertical steel plate stretches into the ground heating ground cushion layer, and the inserting depth is 1/3 of the ground thickness.
In addition, the invention also provides a construction method of the separation joint structure, which comprises the following steps:
step one, processing the floor mat separating seam die according to the specification requirements of the depth, the position and the like of the floor mat separating seam to be kept, and the size arrangement of the room;
step two, arranging a separation joint structure at the position of a door opening in a house, the position of a depth change position of a bay and the middle position of a room in a large bay;
thirdly, according to the elevation of the finishing surface of the floor mat of the floor heating and the setting depth requirement of the separation joint, a measurer detains a wall elevation line at the root of the wall body;
fourthly, coating a release agent on the surface of the ground heating ground cushion layer separation joint die, and erecting the ground heating ground cushion layer separation joint die;
and fifthly, after constructing the floor surface ground cushion layer, checking the forming quality of the separation joint and the whole ground cushion layer.
Preferably, the erection of the parting joint mold in the fourth step comprises the following steps:
step one, setting a die erection elevation line;
step two, setting pegs on the corresponding wall surfaces at the positions of the separation joints according to the elevation lines of the die erection;
and step three, installing a die, horizontally erecting end points at two sides of the die on the pegs, and then pressing the vertical steel plates into the floor mat layer of the geothermal floor.
Preferably, in the second step, the depth of the separation seam is 1/3 of the thickness of the ground, and the width of the separation seam is 5mm.
Preferably, the height of the wall elevation line from the ground heating ground cushion layer is 4-5 cm.
Compared with the prior art, the invention has the characteristics and beneficial effects that:
(1) The mould for separating the floor mat layer of the invention is formed by connecting a plurality of mould units, and the mould units with different lengths can be selected according to the size of the opening during the construction of the separating seam, so that the times of pulling out the mig strip can be reduced, the construction can be completed once, and the construction efficiency can be improved.
(2) The main structure of the floor heating ground cushion layer separation joint mold is a steel plate, the steel plate cannot be disturbed in the construction process, the straightness of separation joints can be ensured, and the construction quality is improved.
(3) The mould for separating the floor mat layers of the floor heating is simple in structure, and all the components are prefabricated in a unified way in factories, so that the manufacturing cost is reduced.
(4) The separating seam structure has good forming effect, can effectively solve the problem of separating seam cracking, can be used in a turnover way, and is easy to operate and convenient to carry.
(5) The construction method of the separation joint structure adds the wall elevation line and the die wall fixing measure, and effectively ensures the setting depth of the separation joint.
Drawings
Fig. 1 is a schematic structural view of a floor mat separation joint mold for geothermal heating.
Fig. 2 is a schematic structural view of the separation slit.
The drawings are marked: 1-vertical steel plate, 11-first vertical steel plate, 12-second vertical steel plate, 2-horizontal switching steel plate, 3-hinge, 4-connecting hole, 5-horizontal connecting steel plate, 6-ground heating ground cushion layer, 7-peg, 8-wall elevation line.
Detailed Description
The present invention will be further described below in order to make the technical means, innovative features, achieved objects and effects achieved by the present invention easy to understand.
The examples described herein are specific embodiments of the present invention, which are intended to illustrate the inventive concept, are intended to be illustrative and exemplary, and should not be construed as limiting the invention to the embodiments and scope of the invention. In addition to the embodiments described herein, those skilled in the art can adopt other obvious solutions based on the disclosure of the claims and specification of the present application, including those adopting any obvious substitutions and modifications to the embodiments described herein.
In the description of the present invention, it should be noted that the directions or positional relationships indicated by the terms "upper", "lower", "inner", "outer", "front", "rear", "both ends", "one end", "the other end", etc. are based on the directions or positional relationships shown in the drawings, are merely for convenience of describing the present invention and simplifying the description, and do not indicate or imply that the devices or elements referred to must have a specific direction, be configured and operated in the specific direction, and thus should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it should be noted that, unless explicitly specified and limited otherwise, the terms "mounted," "provided," "connected," and the like are to be construed broadly, and may be fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present invention will be understood in specific cases by those of ordinary skill in the art.
As shown in fig. 1, the floor mat separating seam die for geothermal heating is formed by connecting a plurality of die units, wherein each die unit comprises a vertical steel plate 1 and a horizontal switching steel plate 2.
The vertical steel plate 1 comprises a first vertical steel plate 11 and a second vertical steel plate 12, and the first vertical steel plate 11 is hinged with the second vertical steel plate 12. Preferably, a hinge 3 is connected between the tops of the first vertical steel plate 11 and the second vertical steel plate 12, and the connecting piece of the hinge 3 is welded and connected with the tops of the first vertical steel plate 11 and the second vertical steel plate 12 respectively.
The horizontal transfer steel plate 2 is connected at the one end of keeping away from the hinge 3 at vertical steel plate 1 top, the tip of horizontal transfer steel plate 2 is parallel and level with first vertical steel plate 11 and the vertical steel plate 12 of second respectively. The connecting holes 4 are formed in the horizontal transfer steel plates 2, the top of the horizontal transfer steel plates 2 is further connected with horizontal connecting steel plates 5, and the horizontal connecting steel plates 5 are respectively connected with the adjacent horizontal transfer steel plates 2 so as to connect the adjacent die units. More preferably, one end of the horizontal connection steel plate 5 is welded with the horizontal connection steel plate 2, and the other end of the horizontal connection steel plate 5 is connected with the adjacent horizontal connection steel plate 2 through bolts.
The mould unit of the floor heating ground cushion separation joint mould can be folded, and is convenient to fold and store. The die units are detachably connected, so that the construction method can be suitable for construction of cabins with different sizes.
As shown in fig. 2, the separation joint structure is arranged in a ground heating ground cushion layer, and comprises a ground heating ground cushion layer separation joint die and a peg 7, the bottom of a vertical steel plate 1 of the ground heating ground cushion layer separation joint die stretches into a ground heating ground cushion layer 6, and the bottom surface of a horizontal switching steel plate 2 is flush with a wall elevation line 8. The bottom of the vertical steel plate 1 stretches into the ground heating ground cushion layer 6, and the inserting depth is 1/3 of the ground thickness. The pegs 7 are arranged at the bottom of the horizontal transfer steel plate 2 and are respectively arranged at two sides of the vertical steel plate 1, and the pegs 7 mainly serve to ensure the levelness and the depth of the ground heating ground cushion layer separation joint die.
The construction method of the separation joint structure comprises the following steps:
step one, processing a floor cushion separation seam die according to the specification requirements of the floor cushion separation seam retention depth, the position and the like and the room space size arrangement.
And secondly, arranging a separation joint structure at the position of the door opening in the house, the position of the depth change of the bay and the middle position of the room in the large bay. The separation joint is arranged at the position of the door opening in the house, the position of the depth change of the room, the middle part of the room in the large room, and the like. The depth of the separation joint is 1/3 of the thickness of the ground, the width is 5mm, and the interval between the separation joints is not more than 4m.
Thirdly, a measurer detains a wall elevation line 8 at the root of the wall body according to the elevation of the finishing surface of the ground heating ground cushion layer 6 and the setting depth requirement of the separation joint. The height of the wall elevation line 8 from the ground heating ground cushion layer 6 is 4 cm to 5cm
And fourthly, coating a release agent on the surface of the ground heating ground cushion layer separation joint die, and erecting the ground heating ground cushion layer separation joint die. The erection method of the parting joint die comprises the steps of firstly setting a die erection elevation line, then setting pegs 7 on the corresponding wall surfaces where parting joints are arranged according to the die erection elevation line, installing the die, horizontally erecting end points on two sides of the die on the pegs 7, and finally pressing the vertical steel plate 1 into the floor mat 6 for floor heating so as to achieve the arrangement of parting joints.
And fifthly, after constructing the floor surface ground cushion layer, checking the forming quality of the separation joint and the whole ground cushion layer.
The above examples are only illustrative of the preferred embodiments of the present invention and are not intended to limit the scope of the present invention, and various modifications and improvements made by those skilled in the art to the technical solution of the present invention should fall within the scope of protection defined by the claims of the present invention without departing from the spirit of the design of the present invention.
Claims (8)
1. The utility model provides a ground heating ground bed course separates seam mould which characterized in that, this mould is formed by a plurality of mould units connection, the mould unit includes:
the vertical steel plate (1) comprises a first vertical steel plate (11) and a second vertical steel plate (12), and the first vertical steel plate (11) is hinged with the second vertical steel plate (12); a hinge (3) is connected between the tops of the first vertical steel plate (11) and the second vertical steel plate (12), and a connecting sheet of the hinge (3) is welded and connected with the tops of the first vertical steel plate (11) and the second vertical steel plate (12) respectively;
the horizontal transfer steel plate (2) is connected to one end, far away from the hinge (3), of the top of the vertical steel plate (1), a connecting hole (4) is formed in the horizontal transfer steel plate (2), a horizontal connecting steel plate (5) is further connected to the top of the horizontal transfer steel plate (2), and the horizontal connecting steel plates (5) are respectively connected with the adjacent horizontal transfer steel plates (2) so as to connect the adjacent die units;
the end parts of the horizontal transfer steel plates (2) are respectively flush with the first vertical steel plates (11) and the second vertical steel plates (12).
2. The floor heating floor mat separation joint mold according to claim 1, wherein: one end of the horizontal connecting steel plate (5) is welded with the horizontal switching steel plate (2), and the other end of the horizontal connecting steel plate (5) is connected with the adjacent horizontal switching steel plate (2) through bolts.
3. A partition seam structure disposed in a floor mat for geothermal heating, comprising:
the floor heating floor mat separating seam die is characterized in that as set forth in claim 1 or 2, the bottom of a vertical steel plate (1) of the floor heating floor mat separating seam die extends into a floor heating floor mat (6), and the bottom of a horizontal switching steel plate (2) is flush with a wall elevation line (8);
the pegs (7) are arranged at the bottom of the horizontal transfer steel plate (2) and are respectively arranged at two sides of the vertical steel plate (1).
4. A separator slit structure as claimed in claim 3, wherein: the bottom of the vertical steel plate (1) stretches into the ground heating ground cushion layer (6), and the inserting depth is 1/3 of the ground thickness.
5. The construction method of the separation joint structure is characterized by comprising the following steps of:
step one, processing the floor mat separating seam die according to the specification requirements of the depth, the position and the like of the floor mat separating seam to be kept, and the size arrangement of the room;
step two, arranging the separation joint structure as described in claim 3 or 4 at the position of the door opening in the house, the position of the depth change of the bay and the middle part of the room in the large bay;
thirdly, according to the elevation of the finishing surface of the floor mat (6) and the setting depth requirement of the separation joint, a measurer detains a wall elevation line (8) at the root of the wall body;
fourthly, coating a release agent on the surface of the ground heating ground cushion layer separation joint die, and erecting the ground heating ground cushion layer separation joint die;
and fifthly, after constructing the floor surface ground cushion layer, checking the forming quality of the separation joint and the whole ground cushion layer.
6. The method for constructing a parting line structure according to claim 5, wherein the erection of the parting line mold in the fourth step comprises the steps of:
step one, setting a die erection elevation line;
step two, setting pegs (7) on the corresponding wall surfaces at the positions of the separation joints according to the elevation lines of the die erection;
and step three, installing a die, horizontally erecting end points at two sides of the die on the pegs (7), and then pressing the vertical steel plate (1) into the ground heating ground cushion layer (6).
7. The construction method of the separation joint structure according to claim 5, wherein: and in the second step, the depth of the separation joint is 1/3 of the thickness of the ground, and the width of the separation joint is 5mm.
8. The construction method of the separation joint structure according to claim 5, wherein: the height of the wall elevation line (8) from the ground heating ground cushion layer (6) is 4-5 cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910708714.0A CN110295733B (en) | 2019-08-01 | 2019-08-01 | Partition seam die, partition seam structure and construction method of partition seam die |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910708714.0A CN110295733B (en) | 2019-08-01 | 2019-08-01 | Partition seam die, partition seam structure and construction method of partition seam die |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110295733A CN110295733A (en) | 2019-10-01 |
| CN110295733B true CN110295733B (en) | 2024-01-23 |
Family
ID=68032480
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910708714.0A Active CN110295733B (en) | 2019-08-01 | 2019-08-01 | Partition seam die, partition seam structure and construction method of partition seam die |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110295733B (en) |
Citations (22)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4012024A (en) * | 1976-02-03 | 1977-03-15 | Superior Concrete Accessories, Inc. | Key-joint forming divider strip with upstanding screed adapted for use with concrete slabs |
| DE4114568A1 (en) * | 1991-05-04 | 1991-11-21 | Raiss Gmbh & Co Kg E | Uniform joints prodn. between paving slabs - involves framed distance piece made up of horizontal and several uprights to required width of joint |
| JP2004293088A (en) * | 2003-03-26 | 2004-10-21 | Takahashi Seisakusho:Kk | Multi-cavity mold for spacer for reinforcement |
| JP2004332346A (en) * | 2003-05-07 | 2004-11-25 | Koyo Sangyo Co Ltd | Construction matter |
| CN101265749A (en) * | 2008-04-29 | 2008-09-17 | 上海交通大学 | Height adjustable type super flat floor divided seam protective formwork system |
| KR101252427B1 (en) * | 2012-10-26 | 2013-04-08 | 주식회사 도둠디자인 | Exhibition space slab new construction structure having finishing mold and construction method of the same |
| CN203650664U (en) * | 2013-12-04 | 2014-06-18 | 上海鼎中建材有限公司 | Profile modeling partition bar for molded plate |
| CN203701522U (en) * | 2014-01-24 | 2014-07-09 | 郑佩珍 | Reservation tool for bay joint |
| CN104405133A (en) * | 2014-12-17 | 2015-03-11 | 中建五局蚌埠建筑工程有限公司 | Combined type separation device for high-grade concrete and low-grade concrete |
| DE102014014503A1 (en) * | 2013-12-17 | 2015-06-18 | Kingspan Gefinex Gmbh | Floor construction with expansion joint strip |
| CN106121188A (en) * | 2016-08-24 | 2016-11-16 | 深圳市深装总装饰股份有限公司 | Large area is seamless overall ground and construction method thereof |
| CN206408897U (en) * | 2016-12-12 | 2017-08-15 | 南京利国建筑装饰工程有限公司 | Crack resistence terrace |
| CN206512934U (en) * | 2017-01-13 | 2017-09-22 | 中国建筑第八工程局有限公司 | A kind of prefabricated angle steel separating crack structure for pea gravel concreten roofing |
| CN206722316U (en) * | 2017-05-08 | 2017-12-08 | 中冶建工集团有限公司 | A kind of large area floor construction subregion divider mounting structure |
| CN107842199A (en) * | 2017-12-08 | 2018-03-27 | 中建四局第六建筑工程有限公司 | A kind of preforming combination tool of mattess partitioning slot and its built-in process |
| CN108086719A (en) * | 2017-12-30 | 2018-05-29 | 浙江亚厦装饰股份有限公司 | Assembled toilet and its installation method |
| CN207700643U (en) * | 2017-07-18 | 2018-08-07 | 中国建筑第二工程局有限公司 | Waterproof layer terrace template |
| CN208122199U (en) * | 2018-04-08 | 2018-11-20 | 中国装饰股份有限公司 | A kind of ground cushion separating crack structure |
| KR101960783B1 (en) * | 2018-10-02 | 2019-03-21 | 김윤태 | Spacer of concrete and reinforcing bar |
| CN109537745A (en) * | 2018-12-27 | 2019-03-29 | 上海建工五建集团有限公司 | Assembled architecture component piece divides storehouse construction tool and its method |
| CN208950075U (en) * | 2018-10-17 | 2019-06-07 | 陕西建工集团有限公司 | A kind of spliced partitioning slot molding machine |
| CN210369806U (en) * | 2019-08-01 | 2020-04-21 | 北京城建六建设集团有限公司 | Ground heating ground cushion layer separating seam mould and separating seam structure |
-
2019
- 2019-08-01 CN CN201910708714.0A patent/CN110295733B/en active Active
Patent Citations (22)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4012024A (en) * | 1976-02-03 | 1977-03-15 | Superior Concrete Accessories, Inc. | Key-joint forming divider strip with upstanding screed adapted for use with concrete slabs |
| DE4114568A1 (en) * | 1991-05-04 | 1991-11-21 | Raiss Gmbh & Co Kg E | Uniform joints prodn. between paving slabs - involves framed distance piece made up of horizontal and several uprights to required width of joint |
| JP2004293088A (en) * | 2003-03-26 | 2004-10-21 | Takahashi Seisakusho:Kk | Multi-cavity mold for spacer for reinforcement |
| JP2004332346A (en) * | 2003-05-07 | 2004-11-25 | Koyo Sangyo Co Ltd | Construction matter |
| CN101265749A (en) * | 2008-04-29 | 2008-09-17 | 上海交通大学 | Height adjustable type super flat floor divided seam protective formwork system |
| KR101252427B1 (en) * | 2012-10-26 | 2013-04-08 | 주식회사 도둠디자인 | Exhibition space slab new construction structure having finishing mold and construction method of the same |
| CN203650664U (en) * | 2013-12-04 | 2014-06-18 | 上海鼎中建材有限公司 | Profile modeling partition bar for molded plate |
| DE102014014503A1 (en) * | 2013-12-17 | 2015-06-18 | Kingspan Gefinex Gmbh | Floor construction with expansion joint strip |
| CN203701522U (en) * | 2014-01-24 | 2014-07-09 | 郑佩珍 | Reservation tool for bay joint |
| CN104405133A (en) * | 2014-12-17 | 2015-03-11 | 中建五局蚌埠建筑工程有限公司 | Combined type separation device for high-grade concrete and low-grade concrete |
| CN106121188A (en) * | 2016-08-24 | 2016-11-16 | 深圳市深装总装饰股份有限公司 | Large area is seamless overall ground and construction method thereof |
| CN206408897U (en) * | 2016-12-12 | 2017-08-15 | 南京利国建筑装饰工程有限公司 | Crack resistence terrace |
| CN206512934U (en) * | 2017-01-13 | 2017-09-22 | 中国建筑第八工程局有限公司 | A kind of prefabricated angle steel separating crack structure for pea gravel concreten roofing |
| CN206722316U (en) * | 2017-05-08 | 2017-12-08 | 中冶建工集团有限公司 | A kind of large area floor construction subregion divider mounting structure |
| CN207700643U (en) * | 2017-07-18 | 2018-08-07 | 中国建筑第二工程局有限公司 | Waterproof layer terrace template |
| CN107842199A (en) * | 2017-12-08 | 2018-03-27 | 中建四局第六建筑工程有限公司 | A kind of preforming combination tool of mattess partitioning slot and its built-in process |
| CN108086719A (en) * | 2017-12-30 | 2018-05-29 | 浙江亚厦装饰股份有限公司 | Assembled toilet and its installation method |
| CN208122199U (en) * | 2018-04-08 | 2018-11-20 | 中国装饰股份有限公司 | A kind of ground cushion separating crack structure |
| KR101960783B1 (en) * | 2018-10-02 | 2019-03-21 | 김윤태 | Spacer of concrete and reinforcing bar |
| CN208950075U (en) * | 2018-10-17 | 2019-06-07 | 陕西建工集团有限公司 | A kind of spliced partitioning slot molding machine |
| CN109537745A (en) * | 2018-12-27 | 2019-03-29 | 上海建工五建集团有限公司 | Assembled architecture component piece divides storehouse construction tool and its method |
| CN210369806U (en) * | 2019-08-01 | 2020-04-21 | 北京城建六建设集团有限公司 | Ground heating ground cushion layer separating seam mould and separating seam structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110295733A (en) | 2019-10-01 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US8978341B2 (en) | Core hole back stop | |
| CN106958318B (en) | Wallboard unit, foundation, multi-layer combined wallboard structure and construction process | |
| CN100578879C (en) | Electrical cabinet with framework section pieces | |
| CN110295733B (en) | Partition seam die, partition seam structure and construction method of partition seam die | |
| CN109159259A (en) | Prefabricated hollow out board mold and the method for manufacturing prefabricated hollowed-out board using the mold | |
| CN210369806U (en) | Ground heating ground cushion layer separating seam mould and separating seam structure | |
| CN106930557B (en) | Conjoined structure building | |
| CN201474091U (en) | Extensible container-type house | |
| CN106906896B (en) | Construction method of conjoined structure building | |
| CN111734127A (en) | Cast-in-place concrete multi-connecting-beam template structure and template supporting method thereof | |
| CN216276132U (en) | Low multilayer assembled light steel light concrete structural system | |
| CN105201230A (en) | Container room with combined-type roof structure | |
| CN205153627U (en) | Vertical cross formula structure activity multi -function vehicle room | |
| CN100441792C (en) | Prefab assembled houses | |
| CN201526091U (en) | Combined house case | |
| CN205153593U (en) | Container house with combination formula roof structure | |
| CN210713865U (en) | Prefabricated concrete enclosure of assembled transport mounting tool | |
| CN205776903U (en) | A kind of novel shear wall | |
| CN203769314U (en) | Aluminum die plate connector and aluminum die plate building unit | |
| CN209599469U (en) | Prefabricated hollow out board mold | |
| CN207812690U (en) | Rotary right angle for corner sandwich composite board leans on rack device | |
| CN217680943U (en) | Hotel tent bearing device | |
| CN204001218U (en) | Assembly type beam column linkage | |
| CN210887268U (en) | Wallboard and foundation connecting assembly | |
| CN217518047U (en) | Connecting mechanism suitable for precast concrete externally-hung wallboard |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |