CN107237300A - Dam hangs the concrete prefabricated formwork structure of body by the feet - Google Patents
Dam hangs the concrete prefabricated formwork structure of body by the feet Download PDFInfo
- Publication number
- CN107237300A CN107237300A CN201710592042.2A CN201710592042A CN107237300A CN 107237300 A CN107237300 A CN 107237300A CN 201710592042 A CN201710592042 A CN 201710592042A CN 107237300 A CN107237300 A CN 107237300A
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- China
- Prior art keywords
- feet
- steel truss
- steel
- dam
- hangs
- 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.)
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- 239000004567 concrete Substances 0.000 title claims abstract description 71
- 238000009415 formwork Methods 0.000 title claims abstract description 39
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 157
- 239000010959 steel Substances 0.000 claims abstract description 157
- 238000010276 construction Methods 0.000 claims abstract description 61
- 238000004873 anchoring Methods 0.000 claims abstract description 21
- 239000011178 precast concrete Substances 0.000 claims abstract description 18
- 239000000725 suspension Substances 0.000 claims description 6
- 239000002689 soil Substances 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 238000009434 installation Methods 0.000 abstract description 14
- 238000002360 preparation method Methods 0.000 description 4
- 238000007493 shaping process Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 230000005484 gravity Effects 0.000 description 3
- 238000003754 machining Methods 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 230000001112 coagulating effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000010813 municipal solid waste Substances 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
- 238000003786 synthesis reaction Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0023—Cast, i.e. in situ or in a mold or other formwork
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Mechanical Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention relates to civil engineering technical field, more particularly to a kind of dam hangs the concrete prefabricated formwork structure of body by the feet, hung by the feet located at dam on the pre-cast concrete layer of body, prefabricated board including hanging external side by the feet located at dam, hang the steel frame construction unit and the first anchoring piece in pre-cast concrete layer of internal side by the feet located at dam, steel frame construction unit includes from the bottom to top multiple first steel truss that parallel interval is set successively, the first end of first steel truss is fixedly connected with prefabricated board, and second end pass through the second steel truss and the 3rd steel truss the first end of the first steel truss adjacent with lower section and the second end connected respectively, the second end positioned at the first steel truss of bottom is connected with the first anchoring piece.With easy for installation, efficiently advantage, efficiency of construction can be effectively improved, it is ensured that dam hangs the safety of body concrete pouring construction by the feet.
Description
Technical field
The concrete prefabricated template knot of body is hung by the feet the present invention relates to civil engineering technical field, more particularly to a kind of dam
Structure.
Background technology
According to reservoir dam service requirement or construction time water conservancy diversion etc. it is other require, reservoir dam dam body need to set bottom outlet, in
The sluicing such as hole or table hole, diversion passage.Sluice, diversion passage intake-outlet is usually provided with bracket, that is, body is hung by the feet, for arranging
Gate and trash rack etc..Therefore, dam hangs the important topic that the construction of body concrete is built as Hydraulic and Hydro-Power Engineering by the feet.
Dam hangs the concrete blinding of body by the feet, is both the shaping template that dam hangs body by the feet, is the bearing form at the position again,
Therefore rigidity, strength and stability requirement should be met in design, construction, quick formwork erection is met again, shortens preparation of construction
The requirement of time, to having higher requirement in terms of the security, economy and efficiency of template.Exist necessarily due to hanging body by the feet
Inclination angle, traditional large-scale template is unsatisfactory for security requirement, and set shaped steel formwork formwork erection is wasted time and energy, in this case, needs
The concrete blinding for hanging body by the feet to dam is developed.
The content of the invention
The technical problem to be solved in the present invention is to provide one kind is easy for installation, quick, efficiency of construction can be effectively improved
Dam hangs the concrete prefabricated formwork structure of body by the feet, to overcome the drawbacks described above of prior art.
In order to solve the above-mentioned technical problem, the present invention is adopted the following technical scheme that：The concrete that a kind of dam hangs body by the feet is pre-
Pallet structure, hangs by the feet on the pre-cast concrete layer of body located at dam, including hangs the prefabricated board of external side by the feet located at dam, is located at
Dam hangs the steel frame construction unit and the first anchoring piece in pre-cast concrete layer of internal side by the feet, and steel frame construction unit includes
Multiple first steel truss that parallel interval is set successively from the bottom to top, the first end of the first steel truss is fixedly connected with prefabricated board,
And second by the second steel truss and the 3rd steel truss, the first end of the first steel truss adjacent with lower section and the second end connect respectively at end
Connect, the second end positioned at the first steel truss of bottom is connected with the first anchoring piece.
Preferably, the length direction for hanging body by the feet along dam is sequentially provided with multiple prefabricated boards, each prefabricated board correspondence at least two
Connected between individual steel frame construction unit, the 3rd steel truss of multiple steel frame construction units by horizontally disposed horizontal support piece.
Preferably, the one side of prefabricated board towards steel frame construction unit is provided with link, the first steel truss and the second steel truss
It is connected with link.
Preferably, link is provided with the first connecting plate for being used for being connected with the first steel truss and the second steel truss.
Preferably, the second anchoring piece is additionally provided with pre-cast concrete layer, the second anchoring piece is connected with link.
Preferably, link is provided with suspension ring.
Preferably, the second end of the first steel truss is connected by the second connecting plate with the second steel truss and the 3rd steel truss.
Preferably, the first steel truss, the second steel truss and the 3rd steel truss include two angle steel being set up in parallel and set
Steel fill plate between two angle steel.
Preferably, the first anchoring piece is provided with the first steel truss for being located at bottom in the first support plate, steel frame construction unit
Second end of frame is connected with the first support plate.
Preferably, the second end of the first steel truss in steel frame construction unit positioned at the top is provided with the second support plate.
Compared with prior art, the present invention has significant progressive：
The dam of the present invention hangs the concrete prefabricated formwork structure of body by the feet, is both the shaping template that dam hangs body by the feet, by will
Ask and complete the construction of the dam bodily form, be the bearing form at the position again, assume responsibility for concrete gravity and construction loads etc., effectively protect
The safety that dam hangs body concrete pouring construction by the feet is demonstrate,proved.Its parts machining is easily, easy for installation, quick, can effectively contract
Without dismounting after short preparation of construction time, and concrete prefabricated formwork structure installation, dam, which hangs body concrete by the feet, continuously to be poured
Build, one-shot forming, therefore, it is possible to greatly improve efficiency of construction, save the duration.In addition, the feelings that steel frame construction unit allows in intensity
The steel skeleton of body concrete can be hung under condition by the feet as dam, so as to hang the reinforcement scheme synthesis of body concrete by the feet with dam
Consider, to save cost.
Brief description of the drawings
Fig. 1 is the schematic side view that the dam of the embodiment of the present invention hangs the concrete prefabricated formwork structure of body by the feet.
Fig. 2 is the schematic top plan view that the dam of the embodiment of the present invention hangs the concrete prefabricated formwork structure of body by the feet.
In figure：
100th, dam hangs body 101, pre-cast concrete layer 102, prefabricated board by the feet
103rd, steel frame construction unit 104, the first anchoring piece 105, the second anchoring piece
11st, the first steel truss 12, the second steel truss 13, the 3rd steel truss
14th, angle steel 15, steel fill plate 2, horizontal support piece
3rd, link 41, the first connecting plate 42, the second connecting plate
5th, suspension ring 61, the first support plate 62, the second support plate
Embodiment
The embodiment to the present invention is described in further detail below in conjunction with the accompanying drawings.These embodiments are only used for
Illustrate the present invention, and not limitation of the present invention.
In the description of the invention, it is necessary to explanation, term " " center ", " longitudinal direction ", " transverse direction ", " on ", " under ",
The orientation or position relationship of the instruction such as "front", "rear", "left", "right", " vertical ", " level ", " top ", " bottom " " interior ", " outer " are
Based on orientation shown in the drawings or position relationship, it is for only for ease of the description present invention and simplifies description, rather than indicate or dark
Specific orientation must be had, with specific azimuth configuration and operation by showing the device or element of meaning, therefore it is not intended that right
The limitation of the present invention.In addition, term " first ", " second " are only used for describing purpose, and it is not intended that indicating or implying and be relative
Importance.
In the description of the invention, it is necessary to illustrate, unless otherwise clearly defined and limited, term " installation ", " phase
Even ", " connection " should be interpreted broadly, for example, it may be being fixedly connected or being detachably connected, or be integrally connected；Can
To be mechanical connection or electrical connection；Can be joined directly together, can also be indirectly connected to by intermediary, Ke Yishi
The connection of two element internals.For the ordinary skill in the art, above-mentioned term can be understood as the case may be
Concrete meaning in the present invention.
In addition, in the description of the invention, unless otherwise indicated, " multiple " are meant that two or more.
As depicted in figs. 1 and 2, dam of the present invention hangs a kind of embodiment of the concrete prefabricated formwork structure of body by the feet.
As shown in figure 1, dam is hung body 100 by the feet including pre-cast concrete layer 101 and poured in pre-cast concrete 101 upper table of layer
The rear pouring concrete layer in face.The concrete prefabricated formwork structure that the dam of the present embodiment hangs body by the feet hangs body 100 by the feet located at dam
On pre-cast concrete layer 101, it includes prefabricated board 102, the anchoring piece 104 of steel frame construction unit 103 and first.Prefabricated board 102 is set
The outside of body 100 is hung by the feet in dam, and steel frame construction unit 103 hangs the inner side of body 100 by the feet located at dam.First anchoring piece 104 is embedded in advance
In pre-cast concrete layer 101, for connecting steel frame construction unit 103, steel frame construction unit 103 is fixed on pre-cast concrete
On layer 101.Pouring concrete layer installs after-pouring in concrete prefabricated formwork structure afterwards.
Wherein, steel frame construction unit 103 includes from the bottom to top multiple first steel truss 11 that parallel interval is set successively, the
The first end of one steel truss 11 is fixedly connected with prefabricated board 102, the second end of the first steel truss 11 by the second steel truss 12 with
The first end connection of adjacent first steel truss 11 in lower section, and the second end of the first steel truss 11 passes through the 3rd steel truss 13 and lower section
Adjacent first steel truss 11 the second end connection, positioned at bottom the first steel truss 11 the second end then with the first anchoring piece
104 connections, thus constitute an overall steel frame construction.Preferably, two adjacent the first steel truss 11, connect the two first steel
The 3rd steel truss 13 and the prefabricated board 102 of truss 11 constitute a parallelogram, and the second steel truss 12 is in the parallelogram
Two the first steel truss 11 are connected on diagonal, and the second steel truss 12 is perpendicular to prefabricated board 102.Thus steel frame construction can be increased
The steadiness of unit 103.
The dam of the present embodiment hangs the concrete prefabricated formwork structure of body by the feet, is both the shaping template that dam hangs body 100 by the feet,
The construction of the dam bodily form is completed on request, is the bearing form at the position again, be assume responsibility for concrete gravity and construction loads etc., have
Effect ensure that dam hangs the safety of the concrete pouring construction of body 100 by the feet.Its parts machining is easily, easy for installation, quick, can
Effectively shorten the preparation of construction time, and the concrete of body 100 is hung by the feet without dismounting, dam after concrete prefabricated formwork structure installation
Can continuous placing, one-shot forming, therefore, it is possible to greatly improve efficiency of construction, saving duration.In addition, steel frame construction unit 103 exists
Intensity can hang the steel skeleton of the concrete of body 100 by the feet in the case of allowing as dam, be mixed so as to hang body 100 by the feet with dam
The reinforcement scheme for coagulating soil considers, to save cost.
Further, as shown in Fig. 2 the length direction for hanging body 100 by the feet along dam is sequentially provided with multiple prefabricated boards 102, each
Lead between at least two steel frame construction units 103 of correspondence of prefabricated board 102, the 3rd steel truss 13 of multiple steel frame construction units 103
Horizontally disposed horizontal support piece 2 is crossed to connect.Horizontal support piece 2 is provided with many.As shown in figure 1, many horizontal support pieces 2 are under
Set to supreme parallel interval successively.The length of horizontal support piece 2 is not limited to, and can only connect two adjacent the 3rd steel truss
Frame 13, multiple 3rd steel truss 13 can also be connected simultaneously.Many horizontal support pieces 2 realize multiple steel frame construction units 103
Lateral stability connection, make one stable integrated steel-structure of all formation of steel frame construction units 103.Preferably, laterally prop up
Support member 2 can use angle steel.
In the present embodiment, the quantity of the corresponding steel frame construction unit 103 of the quantity of prefabricated board 102, each prefabricated board 102,
Quantity, the horizontal support piece of first steel truss 11, the second steel truss 12 and the 3rd steel truss 13 in each steel frame construction unit 103
2 quantity is not limited to, can be set according to job site actual conditions.
Preferably, in the present embodiment, the first steel truss 11, the second steel truss 12 and the 3rd steel truss 13 include two simultaneously
The angle steel 14 set and the steel fill plate 15 between two angle steel 14 are arranged, has the advantages that intensity is high, easy for installation.
In the present embodiment, in prefabricated board 102 towards being provided with link 3, link 3 in the one side of steel frame construction unit 103
It is embedded in prefabricated board 102.First steel truss 11 and the second steel truss 12 are connected with link 3.Preferably, link 3 is
I-steel.
Further, link 3 is provided with the first connecting plate for being used for being connected with the first steel truss 11 and the second steel truss 12
41, the first connecting plate 41 is steel plate.First connecting plate 41 is with the first steel truss 11 correspondingly provided with multiple.Each first steel
The first end of truss 11 is connected with corresponding first connecting plate 41, to realize the connection with link 3 and prefabricated board 102.
Second steel truss 12 is also connected close to one end of prefabricated board 102 with the first connecting plate 41, to realize and corresponding first steel truss
The connection of 11 first end, while also realizing the connection with link 3 and prefabricated board 102.Thus, the first steel can not only be realized
Firm connection between the steel truss 12 of truss 11 and second and prefabricated board 102, moreover it is possible to make installation connection procedure more easy.It is preferred that
Ground, the first steel truss 11 and the second steel truss 12 are welded with the first connecting plate 41.
Further, the present embodiment is additionally provided with the second anchoring piece 105 in pre-cast concrete layer 101, and the second anchoring piece 105 is pre-
It is embedded in pre-cast concrete layer 101, for being connected with link 3, it is possible to achieve prefabricated board 102 is on pre-cast concrete layer 101
Location and installation.
Further, link 3 is provided with suspension ring 5, for hoisting prefabricated plate 102.Suspension ring 5 can set multiple.Preferably,
Suspension ring 5 are welded on link 3.
In the present embodiment, the second end of the first steel truss 11 passes through the second connecting plate 42 and the second steel truss 12 and the 3rd steel
Truss 13 is connected, and the second connecting plate 42 is steel plate.Second connecting plate 42 is with the first steel truss 11 correspondingly provided with multiple.The
One steel truss 11, the second steel truss 12 and the 3rd steel truss 13 connect with the second connecting plate 42 respectively in the connection intersection of three
Connect, to realize being stably connected with for three, and have the advantages that easy for installation.Preferably, the first steel truss 11, the second steel truss 12
Welded with the 3rd steel truss 13 with the second connecting plate 42.
In the present embodiment, it is provided with the first support plate 61, steel frame construction unit 103 and is located at most on the first anchoring piece 104
Second end of the first steel truss 11 of lower section is connected with the first support plate 61, is achieved in the connection with the first anchoring piece 104.
In the present embodiment, be welded on positioned at the second end of the first steel truss 11 of bottom on second connecting plate 42, by this second
Connecting plate 42 is connected with the first support plate 61.Preferably, the first anchoring piece 104 includes reinforcing bar and the steel plate on reinforcing bar, steel
Muscle and steel plate are embedded in pre-cast concrete layer 101, and the first support plate 61 is fixedly installed on steel plate.
The rear pouring concrete layer of the present embodiment can be by the way of placement layer by layer, i.e., first on pre-cast concrete layer 101
The concrete prefabricated formwork structure of one layer of the present embodiment is installed on surface, as lower-layer concrete prefab-form structure, is installed
After-pouring lower-layer concrete.After lower-layer concrete is through conserving and possessing the intensity of design requirement, directly in lower-layer concrete upper table
The concrete prefabricated formwork structure of one layer of the present embodiment is installed in face again, as the concrete prefabricated formwork structure in upper strata, and is being installed
Finish layer concrete on after-pouring.Now, lower-layer concrete can be basic as the holding force of the concrete prefabricated formwork structure in upper strata, protects
Demonstrate,prove that concrete prefabricated formwork structure installs can continuity, so as to improve efficiency of construction.
For ease of the installation of the concrete prefabricated formwork structure in upper strata, it is preferable that be located at the top in steel frame construction unit 103
The first steel truss 11 the second end be provided with the second support plate 62.In the present embodiment, it is located in steel frame construction unit 103 most upper
Second end of the first steel truss 11 of side is welded on second connecting plate 42, by the support plate of the second connecting plate 42 and second
62 connections.When installing layer concrete prefab-form structure, positioned at the of bottom in the concrete prefabricated formwork structure in upper strata
Second end of one steel truss 11 can be connected with the second support plate 62 in lower-layer concrete prefab-form structure, by upper strata coagulation
Native prefab-form structure is fixed in lower-layer concrete.
In summary, the dam of the present embodiment, which hangs the concrete prefabricated formwork structure of body by the feet, has advantages below：
(1) the concrete prefabricated formwork structure of the present embodiment, is both the shaping template that dam hangs body 100 by the feet, complete on request
Into the construction of the dam bodily form, it is the bearing form at the position again, assume responsibility for concrete gravity and construction loads etc., be effectively ensured
Dam hangs the safety of the concrete pouring construction of body 100 by the feet.
(2) the concrete prefabricated formwork structure of the present embodiment, its parts machining is easy, easy for installation, quick, Neng Gouyou
Effect shortens the preparation of construction time, and without dismounting after concrete prefabricated formwork structure installation, dam hangs the concrete of body 100 by the feet can
Continuous placing, one-shot forming, therefore, it is possible to greatly improve efficiency of construction, saves the duration.
(3) the concrete prefabricated formwork structure of the present embodiment, steel frame construction unit 103 can be with the case where intensity allows
Hang the steel skeleton of the concrete of body 100 by the feet as dam, so as to hung by the feet with dam the concrete of body 100 reinforcement scheme integrate examine
Consider, to save cost.
(4) lower-layer concrete prefab-form structure can be poured directly in hanging by the feet in the concrete of body 100, and is used as upper strata coagulation
The holding force basis of native prefab-form structure, it is ensured that concrete prefabricated formwork structure install can continuity, so as to improve construction effect
Rate.
Described above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, without departing from the technical principles of the invention, some improvement and replacement can also be made, these improve and replaced
Also it should be regarded as protection scope of the present invention.
Claims (10)
1. a kind of dam hangs the concrete prefabricated formwork structure of body by the feet, the pre-cast concrete of body (100) is hung by the feet located at the dam
On layer (101), it is characterised in that including hanging prefabricated board (102) on the outside of body (100) by the feet located at the dam, located at described big
Hang the steel frame construction unit (103) on the inside of body (100) and the first anchoring piece in pre-cast concrete layer (101) by the feet in dam
(104), the steel frame construction unit (103) includes from the bottom to top multiple first steel truss (11) that parallel interval is set successively,
The first end of first steel truss (11) is fixedly connected with the prefabricated board (102), and the second end passes through the second steel truss
(12) and the 3rd steel truss (13) respectively the first end of the first steel truss (11) adjacent with lower section and the second end connection, positioned at most lower
Second end of the first steel truss (11) of side is connected with first anchoring piece (104).
2. dam according to claim 1 hangs the concrete prefabricated formwork structure of body by the feet, it is characterised in that along the dam
The length direction for hanging body (100) by the feet is sequentially provided with multiple prefabricated boards (102), and each prefabricated board (102) correspondence is at least
Pass through water between two steel frame construction units (103), the 3rd steel truss (13) of multiple steel frame construction units (103)
Flat horizontal support piece (2) connection set.
3. dam according to claim 1 hangs the concrete prefabricated formwork structure of body by the feet, it is characterised in that the prefabricated board
(102) one side towards the steel frame construction unit (103) is provided with link (3), first steel truss (11) and described the
Two steel truss (12) are connected with the link (3).
4. dam according to claim 3 hangs the concrete prefabricated formwork structure of body by the feet, it is characterised in that the link
(3) it is provided with the first connecting plate (41) for being used for being connected with first steel truss (11) and second steel truss (12).
5. dam according to claim 3 hangs the concrete prefabricated formwork structure of body by the feet, it is characterised in that it is described precoat it is mixed
The second anchoring piece (105) is additionally provided with solidifying soil layer (101), second anchoring piece (105) is connected with the link (3).
6. dam according to claim 3 hangs the concrete prefabricated formwork structure of body by the feet, it is characterised in that the link
(3) suspension ring (5) are provided with.
7. dam according to claim 1 hangs the concrete prefabricated formwork structure of body by the feet, it is characterised in that first steel
Second end of truss (11) is connected by the second connecting plate (42) with second steel truss (12) and the 3rd steel truss (13).
8. dam according to claim 1 hangs the concrete prefabricated formwork structure of body by the feet, it is characterised in that first steel
Truss (11), second steel truss (12) and the 3rd steel truss (13) include two angle steel (14) for being set up in parallel and
Steel fill plate (15) between two angle steel (14).
9. dam according to claim 1 hangs the concrete prefabricated formwork structure of body by the feet, it is characterised in that first anchor
Firmware (104) is provided with the first steel truss for being located at bottom in the first support plate (61), the steel frame construction unit (103)
(11) the second end is connected with first support plate (61).
10. dam according to claim 1 hangs the concrete prefabricated formwork structure of body by the feet, it is characterised in that the steelframe
Second end of the first steel truss (11) in construction unit (103) positioned at the top is provided with the second support plate (62).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710592042.2A CN107237300A (en) | 2017-07-19 | 2017-07-19 | Dam hangs the concrete prefabricated formwork structure of body by the feet |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710592042.2A CN107237300A (en) | 2017-07-19 | 2017-07-19 | Dam hangs the concrete prefabricated formwork structure of body by the feet |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107237300A true CN107237300A (en) | 2017-10-10 |
Family
ID=59991667
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710592042.2A Pending CN107237300A (en) | 2017-07-19 | 2017-07-19 | Dam hangs the concrete prefabricated formwork structure of body by the feet |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107237300A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111535339A (en) * | 2020-05-20 | 2020-08-14 | 中冶建工集团有限公司 | Construction process of concrete dam body of refuse landfill |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104404923A (en) * | 2014-11-27 | 2015-03-11 | 中国水利水电第八工程局有限公司 | Arch dam bracket template device and construction method based on arch dam bracket template device |
| CN207073118U (en) * | 2017-07-19 | 2018-03-06 | 上海勘测设计研究院有限公司 | Dam hangs the concrete prefabricated formwork structure of body by the feet |
-
2017
- 2017-07-19 CN CN201710592042.2A patent/CN107237300A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104404923A (en) * | 2014-11-27 | 2015-03-11 | 中国水利水电第八工程局有限公司 | Arch dam bracket template device and construction method based on arch dam bracket template device |
| CN207073118U (en) * | 2017-07-19 | 2018-03-06 | 上海勘测设计研究院有限公司 | Dam hangs the concrete prefabricated formwork structure of body by the feet |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111535339A (en) * | 2020-05-20 | 2020-08-14 | 中冶建工集团有限公司 | Construction process of concrete dam body of refuse landfill |
| CN111535339B (en) * | 2020-05-20 | 2021-08-24 | 中冶建工集团有限公司 | Construction process of concrete dam body of refuse landfill |
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Application publication date: 20171010 |