CN107891512A - A kind of layer-stepping ring muscle, which fastens, is anchored concrete shear force wall mould and its installation method - Google Patents
A kind of layer-stepping ring muscle, which fastens, is anchored concrete shear force wall mould and its installation method Download PDFInfo
- Publication number
- CN107891512A CN107891512A CN201711337160.5A CN201711337160A CN107891512A CN 107891512 A CN107891512 A CN 107891512A CN 201711337160 A CN201711337160 A CN 201711337160A CN 107891512 A CN107891512 A CN 107891512A
- Authority
- CN
- China
- Prior art keywords
- mould
- lower side
- side mould
- fastens
- upper side
- 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
- 210000003205 muscle Anatomy 0.000 title claims abstract description 35
- 238000009434 installation Methods 0.000 title claims abstract description 12
- 238000000034 method Methods 0.000 title claims abstract description 10
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 37
- 239000010959 steel Substances 0.000 claims abstract description 37
- 230000002787 reinforcement Effects 0.000 claims abstract description 21
- 238000005266 casting Methods 0.000 claims abstract description 9
- 238000003780 insertion Methods 0.000 claims abstract description 4
- 230000037431 insertion Effects 0.000 claims abstract description 4
- 238000004519 manufacturing process Methods 0.000 abstract description 14
- 230000003014 reinforcing effect Effects 0.000 abstract description 12
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000000686 essence Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000032258 transport Effects 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/26—Assemblies of separate moulds, i.e. of moulds or moulding space units, each forming a complete mould or moulding space unit independently from each other
- B28B7/263—Assemblies of separate moulds, i.e. of moulds or moulding space units, each forming a complete mould or moulding space unit independently from each other for making plates, panels or similar sheet- or disc-shaped objects
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
- B28B23/022—Means for inserting reinforcing members into the mould or for supporting them in the mould
- B28B23/024—Supporting means
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
- B28B7/0014—Fastening means for mould parts, e.g. for attaching mould walls on mould tables; Mould clamps
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
- B28B7/0014—Fastening means for mould parts, e.g. for attaching mould walls on mould tables; Mould clamps
- B28B7/002—Fastening means for mould parts, e.g. for attaching mould walls on mould tables; Mould clamps using magnets
Landscapes
- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention proposes that a kind of layer-stepping ring muscle fastens and is anchored concrete shear force wall mould and its installation method, the mould includes some side moulds for surrounding casting area, described side mould includes upper side edge mould and lower side mould, upper side edge mould is connected with lower side mould, and upper side edge mould and lower side mould are provided with one-to-one preformed groove.The installation method of the mould is：Lower side mould is first installed, then the good framework of steel reinforcement of colligation is put into lower side mould, in the preformed groove of exposed steel bar insertion lower side mould on framework of steel reinforcement, upper side edge mould is arranged on lower side mould again, the preformed groove of upper side edge mould blocks the exposed steel bar on framework of steel reinforcement, it is ensured that the position alignment of preformed groove.It is an advantage of the invention that：Framework of steel reinforcement is produced on a production line, being accurately positioned for shear wall annular reinforcing bar can be ensured, the shear wall of exposed steel hoop is produced using upper and lower layer-stepping mould, the error of live artificial colligation can be reduced, avoid exposed steel hoop from being damaged, improve the production efficiency of shear wall.
Description
Technical field
The present invention relates to fabricated shear wall production mould, particularly relates to a kind of layer-stepping ring muscle fastening anchor concrete and cuts
Power wall mould and its installation method.
Background technology
The part or all of component of building is prefabricated in the factory completion, then transports to job site, component is passed through reliable
Connected mode assembling and the building built up, referred to as prefabrication.Existing concrete shear force wall production mould is whole
Block is designed, and reinforcing bar preformed hole is opened up on mould, and it is first good by mould installion to be needed in production, and steel is then worn in mould
Muscle, such a structure easily causes embedded bar positioning and forbidden, while causes assembling reinforcement inconvenient, influences the life of precast shear wall
Yield and quality and production efficiency.
The content of the invention
The present invention proposes that a kind of layer-stepping ring muscle fastens and is anchored concrete shear force wall mould and its installation method, solves existing
There is the problem of shear wall mould causes the low shear wall quality of production and low production efficiency.
The technical proposal of the invention is realized in this way：A kind of layer-stepping ring muscle, which fastens, is anchored concrete shear force wall mould,
Including some side moulds for surrounding casting area, described side mould includes upper side edge mould and lower side mould, and upper side edge mould is with
Side mould connection, upper side edge mould and lower side mould are provided with mutually corresponding preformed groove.
Described preformed groove is U-shaped.
Described side mould includes the short side mould positioned at front and rear side and the long side mould positioned at left and right sides, and short side mould is positioned at left and right
Between the long side mould of side, long side mould and short side mould surround the casting area of rectangle.
Described upper side edge mould is provided with elongated hole, and connecting plate is provided with circular hole, and upper side edge mould passes through bolt, elongated hole and circular hole
It is connected with connecting plate, connecting plate is connected with side mould montant, and side mould montant is connected with crossbeam, and sliding block is cased with crossbeam, is set on sliding block
There is positioning screw, sliding block is connected with built-in fitting montant, and built-in fitting montant is connected with built-in fitting, is equipped with upper side edge mould and crossbeam
Scale.
Described lower side mould is located on steel bed die, and the periphery of lower side mould is provided with some Attraction blocks, is provided with Attraction block
Magnet, Attraction block are provided with the housing screw coordinated with lower side mould.
The height of described lower side mould is less than the height of annular framework of steel reinforcement in shear wall.
A kind of layer-stepping ring muscle fastens the installation method for being anchored concrete shear force wall mould, first installs lower side mould, then
The good framework of steel reinforcement of colligation is put into lower side mould, in the preformed groove of the exposed steel bar insertion lower side mould on framework of steel reinforcement, then
Upper side edge mould is arranged on lower side mould, the preformed groove of upper side edge mould blocks the exposed steel bar on framework of steel reinforcement.
Advantages of the present invention：Mould is divided into two pieces up and down, the mould of bottom is first installed, then put the good reinforcing bar of colligation
In the mould for entering bottom, then the mould on top is buckled on the mould of bottom, realizes being accurately positioned for reinforcing bar, ensure shear wall
Quality；Framework of steel reinforcement is produced on a production line, is easy to the production colligation of framework of steel reinforcement, is reduced the error of the artificial colligation in scene, is kept away
Exempt from exposed steel hoop to be damaged, so as to improve the production efficiency of shear wall.
Brief description of the drawings
In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
There is the required accompanying drawing used in technology description to be briefly described, it should be apparent that, drawings in the following description are only this
Some embodiments of invention, for those of ordinary skill in the art, on the premise of not paying creative work, can be with
Other accompanying drawings are obtained according to these accompanying drawings.
Fig. 1 is front view of the present invention.
Fig. 2 is top view of the present invention.
Fig. 3 is Fig. 2 A-A direction views.
In figure：1- upper side edge moulds, 2- lower side moulds, 3- preformed grooves, 4- connecting plates, 5- sides mould montant, 6- crossbeams, 7- are slided
Block, 8- positioning screws, 9- built-in fitting montants, 10- built-in fittings, 11- Attraction blocks, 12- housing screws.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, rather than whole embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained every other under the premise of creative work is not paid
Embodiment, belong to the scope of protection of the invention.
Embodiment 1
As Figure 1-3, a kind of layer-stepping ring muscle fastens is anchored concrete shear force wall mould, including some casting area that surround
Side mould, described side mould include upper side edge mould 1 and lower side mould 2, and upper side edge mould 1 is connected with lower side mould 2, upper side edge mould
1 and lower side mould 2 be provided with mutually corresponding to preformed groove 3.
Side mould is divided into two layers up and down, first fixed the side mould installation of lower floor, then by the good embedded bar set of colligation
In the reinforcing bar preformed hole of the side mould of lower floor, then by upper strata while die button lower floor while mould on and be attached, due to upper and lower
The reinforcing bar preformed groove of side mould corresponds, therefore the good bar clamp of colligation is between the mould of upper and lower two side, while is stuck in side mould and encloses
Into casting area in, shear wall ring muscle is accurately positioned, ensure shear wall pour after intensity, simultaneously because in life
Assembling reinforcement in producing line, the quality of reinforcing bar can realize standardization, the influence of no mould and the step of wear reinforcing bar, improve
The production efficiency of shear wall, and the error that can reduce live artificial colligation is avoided, avoid exposed steel hoop from being damaged, carry
The quality of high-rise shear wall.
Embodiment 2
As Figure 1-3, a kind of layer-stepping ring muscle, which fastens, is anchored concrete shear force wall mould, and described preformed groove 3 is U-shaped.
Other structures are the same as embodiment 1.
Preformed groove is the reinforcing bar preformed groove of U-shaped, and ring muscle is stuck in centre by upper and lower two pieces of side moulds, to the vertical direction of ring muscle
Carry out spacing, the preformed groove on transverse sides mould blocks ring muscle, the horizontal cross of ring muscle is carried out it is spacing, on vertical side mould
Preformed groove blocks ring muscle, to ring muscle level vertically carry out it is spacing, so as to realize the precise positioning to ring muscle.
Embodiment 3
As Figure 1-3, a kind of layer-stepping ring muscle, which fastens, is anchored concrete shear force wall mould, and described side mould is included before being located at
The short side mould of rear side and the long side mould positioned at left and right sides, short side mould are located between the long side mould of left and right sides, long side mould and short side mould
Surround the casting area of rectangle.
Other structures are the same as embodiment 1.
Shear wall is generally rectangular cross-section, therefore mould surrounded into rectangle, the both ends of the short side mould long side mould with left and right sides respectively
Connection, realizes the fixed installation of mould rectangular frame.
Embodiment 4
As Figure 1-3, a kind of layer-stepping ring muscle, which fastens, is anchored concrete shear force wall mould, and described upper side edge mould 1 is provided with
Elongated hole, connecting plate 4 are provided with circular hole, and upper side edge mould 1 is connected by bolt, elongated hole and circular hole with connecting plate 4, connecting plate 4 and side
Mould montant 5 is connected, and side mould montant 5 is connected with crossbeam 6, and sliding block 7 is cased with crossbeam 6, and sliding block 7 is provided with positioning screw 8, sliding block 7
It is connected with built-in fitting montant 9, built-in fitting montant 9 is connected with built-in fitting 10, and scale is equipped with upper side edge mould 1 and crossbeam 6.
Other structures are the same as embodiment 1.
Need to add various built-in fittings on shear wall, in order to realize the precise positioning to built-in fitting, on the side mould of upside
Elongated hole is set, and bolt can slide in elongated hole, by the scale on upper side edge mould, connecting plate is consolidated in diverse location
It is fixed, i.e., the vertical of built-in fitting is positioned, sliding block is then arranged on crossbeam, according to the scale on crossbeam, in diverse location pair
Sliding block is fixed, i.e., the transverse direction of built-in fitting is positioned, so as to realize built-in fitting being accurately positioned above casting area.
Embodiment 5
As Figure 1-3, a kind of layer-stepping ring muscle, which fastens, is anchored concrete shear force wall mould, and described lower side mould 2 is located at steel
On bed die, the periphery of lower side mould 2 is provided with some Attraction blocks 11, and magnet is provided with Attraction block 11, and Attraction block 11 is provided with
The housing screw 12 that side mould 2 coordinates.
Other structures are the same as embodiment 1.
The side mould of downside is located on steel bed die by Attraction block, Attraction block by the magnet adsorption of itself on steel bed die,
Then lower side mould is compressed by the housing screw of itself, realizes the compression positioning of lower side mould, while avoid bed die with
The bolt connection of side mould, without opening various bolts hole on bed die so that after a kind of specification mould use, another kind rule
The mould of lattice can be still disposed on steel bed die smooth herein, improve the utilization rate of die station.
Embodiment 6
As Figure 1-3, a kind of layer-stepping ring muscle, which fastens, is anchored concrete shear force wall mould, the height of described lower side mould 2
Less than the height of annular framework of steel reinforcement in shear wall.
The height of lower side mould is less than the height of ring muscle, ensures that ring muscle can be stuck in the preformed groove of two pieces of side moulds, avoids
Ring muscle is only fallen into lower side mould.
Embodiment 7
As Figure 1-3, a kind of layer-stepping ring muscle fastens the installation method for being anchored concrete shear force wall mould, first installs lower side
Mould 2, the good framework of steel reinforcement of colligation is then put into lower side mould 2, the exposed steel bar insertion lower side mould 2 on framework of steel reinforcement it is pre-
Stay in groove 3, then upper side edge mould 1 is arranged on lower side mould 2, the preformed groove of upper side edge mould 1 blocks exposed on framework of steel reinforcement
Reinforcing bar.
This method can be realized accurately to be positioned to shear wall ring muscle, ensure shear wall pour after intensity, simultaneously
Due to assembling reinforcement on a production line, the quality of reinforcing bar can realize standardization, the influence of no mould and wear reinforcing bar
Step, improves the production efficiency of shear wall, and avoids the error that can reduce live artificial colligation, avoids exposed annular steel
Muscle is damaged, and improves the quality of shear wall.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all essences in the present invention
God any modification, equivalent substitution and improvements made etc., should be included in the scope of the protection with principle.
Claims (7)
1. a kind of layer-stepping ring muscle, which fastens, is anchored concrete shear force wall mould, including some side moulds for surrounding casting area, its
It is characterised by：Described side mould includes upper side edge mould（1）With lower side mould（2）, upper side edge mould（1）With lower side mould（2）Even
Connect, upper side edge mould（1）With lower side mould（2）It is provided with mutually corresponding preformed groove（3）.
2. layer-stepping ring muscle according to claim 1, which fastens, is anchored concrete shear force wall mould, it is characterised in that：Described
Preformed groove（3）For U-shaped.
3. layer-stepping ring muscle according to claim 1, which fastens, is anchored concrete shear force wall mould, it is characterised in that：Described
Side mould includes the short side mould positioned at front and rear side and the long side mould positioned at left and right sides, short side mould be located at left and right sides long side mould it
Between, long side mould and short side mould surround the casting area of rectangle.
4. layer-stepping ring muscle according to claim 1, which fastens, is anchored concrete shear force wall mould, it is characterised in that：Described
Upper side edge mould（1）It is provided with elongated hole, connecting plate（4）It is provided with circular hole, upper side edge mould（1）Pass through bolt, elongated hole and circular hole and company
Fishplate bar（4）Connection, connecting plate（4）With side mould montant（5）Connection, side mould montant（5）With crossbeam（6）Connection, crossbeam（6）On be cased with
Sliding block（7）, sliding block（7）It is provided with positioning screw（8）, sliding block（7）With built-in fitting montant（9）Connection, built-in fitting montant（9）With it is pre-
Embedded part（10）Connection, upper side edge mould（1）And crossbeam（6）On be equipped with scale.
5. layer-stepping ring muscle according to claim 1, which fastens, is anchored concrete shear force wall mould, it is characterised in that：Described
Lower side mould（2）It is located on steel bed die, lower side mould（2）Periphery be provided with some Attraction blocks（11）, Attraction block（11）Inside it is provided with
Magnet, Attraction block（11）It is provided with and lower side mould（2）The housing screw of cooperation（12）.
6. layer-stepping ring muscle according to claim 1, which fastens, is anchored concrete shear force wall mould, it is characterised in that：Described
Lower side mould（2）Height be less than shear wall in annular framework of steel reinforcement height.
7. a kind of layer-stepping ring muscle fastens the installation method for being anchored concrete shear force wall mould, it is characterised in that：First installation downside
Bian Mo（2）, the good framework of steel reinforcement of colligation is then put into lower side mould（2）, the exposed steel bar insertion lower side on framework of steel reinforcement
Mould（2）Preformed groove（3）It is interior, then by upper side edge mould（1）Installed in lower side mould（2）On, upper side edge mould（1）Preformed groove block
Exposed steel bar on framework of steel reinforcement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711337160.5A CN107891512A (en) | 2017-12-14 | 2017-12-14 | A kind of layer-stepping ring muscle, which fastens, is anchored concrete shear force wall mould and its installation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711337160.5A CN107891512A (en) | 2017-12-14 | 2017-12-14 | A kind of layer-stepping ring muscle, which fastens, is anchored concrete shear force wall mould and its installation method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107891512A true CN107891512A (en) | 2018-04-10 |
Family
ID=61807449
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711337160.5A Pending CN107891512A (en) | 2017-12-14 | 2017-12-14 | A kind of layer-stepping ring muscle, which fastens, is anchored concrete shear force wall mould and its installation method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107891512A (en) |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108582430A (en) * | 2018-07-06 | 2018-09-28 | 中建科技河南有限公司 | A kind of prefabricated side wall mold of fragment assembled pipe gallery |
| CN108714959A (en) * | 2018-07-06 | 2018-10-30 | 中建科技河南有限公司 | A kind of aluminium alloy packet frame wooden model mold |
| CN108789785A (en) * | 2018-08-17 | 2018-11-13 | 中国建筑第七工程局有限公司 | The steel hoop prefabricated components baffle of light wear-resistant and the mold including the baffle |
| CN108858698A (en) * | 2018-08-09 | 2018-11-23 | 江西荣仁电力器材有限公司 | Mold for concrete wire pole production |
| CN109333804A (en) * | 2018-11-14 | 2019-02-15 | 河南中安征信建筑科技有限公司 | The handheld positioning device and application method of energy saving prefabricated component exposed steel bar |
| CN109435046A (en) * | 2018-11-26 | 2019-03-08 | 中国五冶集团有限公司 | A kind of adjustable positioning tool of PC dry wall embedded bar installation |
| CN109591162A (en) * | 2018-12-08 | 2019-04-09 | 曙光装配式建筑科技（浙江）有限公司 | The liftout attachment and its construction method of prefabricated panel |
| CN112536912A (en) * | 2020-12-08 | 2021-03-23 | 王光顺 | Production method of building assembly member |
| CN112847775A (en) * | 2021-03-01 | 2021-05-28 | 中铁二十三局集团第四工程有限公司 | Be used for prefabricated reinforcement bed-jig of component |
| CN113235446A (en) * | 2021-05-31 | 2021-08-10 | 俞星诚 | Integral prefabricated bridge deck auxiliary structural member based on bridge construction and preparation method thereof |
| CN113878702A (en) * | 2021-10-28 | 2022-01-04 | 界首市宝业瑞祥建筑工业化有限公司 | Rapid production process of prefabricated wallboard component |
| CN108858698B (en) * | 2018-08-09 | 2024-06-04 | 翁牛特旗双圆电力水泥制品有限公司 | A mould for cement wire pole production usefulness |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1044128A (en) * | 1996-08-06 | 1998-02-17 | Shimizu Corp | Form for producing precast concrete plate |
| CN205822809U (en) * | 2016-07-26 | 2016-12-21 | 中建海峡建设发展有限公司 | A kind of built-in fitting accurate positioning device |
| CN206733263U (en) * | 2017-04-21 | 2017-12-12 | 上海中建航建筑工业发展有限公司 | Two-layer equation precast concrete overlaps board mold |
| CN207682622U (en) * | 2017-12-14 | 2018-08-03 | 中国建筑第七工程局有限公司 | A kind of layer-stepping ring muscle fastening anchor concrete shear force wall mold |
-
2017
- 2017-12-14 CN CN201711337160.5A patent/CN107891512A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1044128A (en) * | 1996-08-06 | 1998-02-17 | Shimizu Corp | Form for producing precast concrete plate |
| CN205822809U (en) * | 2016-07-26 | 2016-12-21 | 中建海峡建设发展有限公司 | A kind of built-in fitting accurate positioning device |
| CN206733263U (en) * | 2017-04-21 | 2017-12-12 | 上海中建航建筑工业发展有限公司 | Two-layer equation precast concrete overlaps board mold |
| CN207682622U (en) * | 2017-12-14 | 2018-08-03 | 中国建筑第七工程局有限公司 | A kind of layer-stepping ring muscle fastening anchor concrete shear force wall mold |
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108582430B (en) * | 2018-07-06 | 2024-02-20 | 中建科技河南有限公司 | Prefabricated side wall of burst assembled utility tunnel is with mould |
| CN108714959A (en) * | 2018-07-06 | 2018-10-30 | 中建科技河南有限公司 | A kind of aluminium alloy packet frame wooden model mold |
| CN108582430A (en) * | 2018-07-06 | 2018-09-28 | 中建科技河南有限公司 | A kind of prefabricated side wall mold of fragment assembled pipe gallery |
| CN108858698A (en) * | 2018-08-09 | 2018-11-23 | 江西荣仁电力器材有限公司 | Mold for concrete wire pole production |
| CN108858698B (en) * | 2018-08-09 | 2024-06-04 | 翁牛特旗双圆电力水泥制品有限公司 | A mould for cement wire pole production usefulness |
| CN108789785A (en) * | 2018-08-17 | 2018-11-13 | 中国建筑第七工程局有限公司 | The steel hoop prefabricated components baffle of light wear-resistant and the mold including the baffle |
| CN109333804A (en) * | 2018-11-14 | 2019-02-15 | 河南中安征信建筑科技有限公司 | The handheld positioning device and application method of energy saving prefabricated component exposed steel bar |
| CN109435046A (en) * | 2018-11-26 | 2019-03-08 | 中国五冶集团有限公司 | A kind of adjustable positioning tool of PC dry wall embedded bar installation |
| CN109591162A (en) * | 2018-12-08 | 2019-04-09 | 曙光装配式建筑科技（浙江）有限公司 | The liftout attachment and its construction method of prefabricated panel |
| CN112536912A (en) * | 2020-12-08 | 2021-03-23 | 王光顺 | Production method of building assembly member |
| CN112847775A (en) * | 2021-03-01 | 2021-05-28 | 中铁二十三局集团第四工程有限公司 | Be used for prefabricated reinforcement bed-jig of component |
| CN113235446A (en) * | 2021-05-31 | 2021-08-10 | 俞星诚 | Integral prefabricated bridge deck auxiliary structural member based on bridge construction and preparation method thereof |
| CN113235446B (en) * | 2021-05-31 | 2022-11-08 | 中建五局(烟台)建设工程有限公司 | Integral prefabricated bridge deck auxiliary structural member based on bridge construction and preparation method thereof |
| CN113878702A (en) * | 2021-10-28 | 2022-01-04 | 界首市宝业瑞祥建筑工业化有限公司 | Rapid production process of prefabricated wallboard component |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107891512A (en) | A kind of layer-stepping ring muscle, which fastens, is anchored concrete shear force wall mould and its installation method | |
| CN102581939B (en) | Prefabricated reinforced concrete hollow template internally provided with cross holes and molding and forming device thereof | |
| CN207682622U (en) | A kind of layer-stepping ring muscle fastening anchor concrete shear force wall mold | |
| CN102493603A (en) | Prefabricated column of reserved concealed column channel, concealed column type complete assembled earthquake-resistant building and its method | |
| KR102107939B1 (en) | Magnetic type embeded anchor | |
| KR101962789B1 (en) | Integrated concrete foundation block having a buried foundation plate and its manufacturing apparatus | |
| CN208981650U (en) | Positioning device | |
| KR20100100193A (en) | Form system for constructing rc-girder in rc top down method and the rc top down method using the same | |
| KR101129275B1 (en) | Method for manufacturing half pc(precast concrete) slab | |
| CN105525749A (en) | Large-formwork casting construction method for transformer station accident oil pool | |
| CN202401667U (en) | Prefabricated column with reserved embedded column porous channel and embedded column type full-assembly anti-seismic building | |
| KR101336034B1 (en) | Method for manufacturing half PC(precasting concrete) slab | |
| CN109208786A (en) | A kind of ring muscle that is easily installed fastens shear wall structure and its installation method | |
| KR101367706B1 (en) | Steel Connection Structure For Self-Positioning of Composite Precast Concrete Member And Construction Method Thereof | |
| CN214419119U (en) | Prefabricated mould of special brickwork of electrician's box | |
| CN113006133B (en) | Construction method of middle plate hole suitable for assembly type station | |
| CN209478542U (en) | A kind of prefabricated components fastener inserts | |
| KR101781492B1 (en) | Wing Wall With Integrated Structural | |
| CN208930478U (en) | A kind of Prefabricated part forming die | |
| CN108999407A (en) | A kind of constructional column concreting top uses the construction method of funnel | |
| KR101183644B1 (en) | Device for support wheeler plywood of a ceil mold | |
| CN206607766U (en) | It is capable of the precast stair of Fast Installation | |
| KR20160043501A (en) | A sump or elevator pit under structure | |
| CN205591358U (en) | Rear -mounted connecting elements between building prefab | |
| CN109797902A (en) | Prefabrication ash wall body plate |
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 | ||
| CB02 | Change of applicant information |
Address after: No.267, 15th Street, Jingkai, Zhengzhou, Henan Province, 450003 Applicant after: CHINA CONSTRUCTION SEVENTH ENGINEERING DIVISION Corp.,Ltd. Applicant after: CHINA CONSTRUCTION SCIENCE & TECHNOLOGY GROUP HENAN Co.,Ltd. Address before: 450003 No. 108 Chengdong Road, Jinshui District, Henan, Zhengzhou Applicant before: CHINA CONSTRUCTION SEVENTH ENGINEERING DIVISION Corp.,Ltd. Applicant before: CHINA CONSTRUCTION SCIENCE & TECHNOLOGY GROUP HENAN Co.,Ltd. |
|
| CB02 | Change of applicant information | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180410 |
|
| RJ01 | Rejection of invention patent application after publication |