CN112482322A - Split gate pier construction complete device and construction process - Google Patents
Split gate pier construction complete device and construction process Download PDFInfo
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- CN112482322A CN112482322A CN202011431105.4A CN202011431105A CN112482322A CN 112482322 A CN112482322 A CN 112482322A CN 202011431105 A CN202011431105 A CN 202011431105A CN 112482322 A CN112482322 A CN 112482322A
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- 238000010276 construction Methods 0.000 title claims abstract description 66
- 238000000034 method Methods 0.000 title claims abstract description 16
- 230000008569 process Effects 0.000 title claims abstract description 15
- 239000010426 asphalt Substances 0.000 claims abstract description 58
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 claims abstract description 34
- 229910052802 copper Inorganic materials 0.000 claims abstract description 34
- 239000010949 copper Substances 0.000 claims abstract description 34
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 22
- 239000010959 steel Substances 0.000 claims abstract description 22
- 239000002023 wood Substances 0.000 claims description 24
- 238000009434 installation Methods 0.000 claims description 14
- 244000050510 Cunninghamia lanceolata Species 0.000 claims description 9
- 210000003205 muscle Anatomy 0.000 claims description 5
- 238000005266 casting Methods 0.000 claims 3
- 241000218645 Cedrus Species 0.000 claims 2
- 230000002787 reinforcement Effects 0.000 claims 1
- 230000001360 synchronised effect Effects 0.000 abstract description 10
- 239000000463 material Substances 0.000 abstract description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 13
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B8/00—Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
- E02B8/04—Valves, slides, or the like; Arrangements therefor; Submerged sluice gates
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/16—Sealings or joints
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- 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
- E02D2250/0007—Production methods using a mold
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- 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
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0071—Wood
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Mechanical Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
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Abstract
The invention provides a complete device and a process for slit gate pier construction, wherein the complete device for slit gate pier construction comprises a steel template, an asphalt fir template, a counter-pull rod and a limiting support piece; the split gate pier construction complete equipment changes the original single-side construction of the split gate pier into synchronous construction of two sides of the split gate pier, selects the asphalt fir board with certain rigidity and strength as the filling material of the structural joint of the split gate pier, can serve as a template, and is matched with the limiting support piece and the pull rod for positioning, mounting and fixing, so that the problem that the planar steel template at the single-side construction split joint of the split gate pier is difficult to mount is solved, the mounting precision of the water-stop copper sheet is improved, the central line of the copper nose part of the water-stop copper sheet can be coincided with the central line of the structural joint, the synchronous construction, synchronous pouring and the construction target of the split gate pier reaching the top together are realized, the required time of the split gate pier construction is effectively shortened, and the construction period and labor cost are saved.
Description
Technical Field
The invention relates to the technical field of gate pier construction, in particular to a complete device and a construction process for slit gate pier construction.
Background
Referring to fig. 1 and 2, the lock chamber is a main structure of the sluice gate, and is composed of a gate bottom plate, a gate pier, a gate, an opening and closing mechanism and the like. The structural joint of the sluice engineering has two design forms: dividing the gate pier into seams; and secondly, parting the gate bottom plate. Wherein the gate pier parting can avoid the gate to leak because can guarantee the wholeness of sluice gate structure, the inhomogeneous settlement of gate pier arouses the gate, is a comparatively common design. In addition, the existing construction mode of the split gate pier is that the gate pier on one side of the split gate pier is constructed firstly, and after one side is constructed, the gate pier on the other side is constructed, so that the installation of a template and a scaffold is repeatedly carried out, the waste of labor and a construction period is caused, the steel template can be installed only by temporarily bending embedded steel bars of the gate pier on the non-constructed side, the installation difficulty is high, and the copper nose of a water-stop copper sheet arranged at the split position collides with the steel template, so that the central line of the copper nose of the water-stop copper sheet cannot coincide with the central line of the structural joint of the gate pier; therefore, a complete device and a construction process for constructing the split gate pier are urgently needed in the industry.
Disclosure of Invention
The invention aims to provide a complete device for slit gate pier construction and a construction process, and aims to solve the problems that a template is difficult to install, the center line of a water-stop copper sheet and the center line of a structural seam are not overlapped, and labor and construction period are wasted in the slit gate pier construction process.
The invention provides a complete device for slit gate pier construction, which comprises: the device comprises a steel template, an asphalt fir template, a tie rod and a limiting support piece; the split gate pier is characterized in that the butt-pull rod is connected to a vertical main rib which is embedded in the split gate pier, the butt-pull rod is used for fixedly arranging steel templates on the peripheral sides of the split gate pier, the asphalt fir templates are arranged at the split positions of the split gate pier, the two sides of the asphalt fir templates are respectively provided with limiting supporting pieces, and the limiting supporting pieces are used for fixing the asphalt fir templates.
Furthermore, the asphalt fir wood template is inserted into the center line of the structural joint, the water stopping copper sheet is further arranged at the parting joint, and the asphalt fir wood template is inserted into the copper nose of the water stopping copper sheet, so that the center line of the water stopping copper sheet is overlapped with the center line of the structural joint, and the installation precision of the water stopping copper sheet is improved.
Furthermore, the asphalt fir wood template comprises a plurality of asphalt fir wood plates, and a whole asphalt fir wood template formed by splicing the asphalt fir wood plates is arranged at the parting joint of the gate pier.
Furthermore, the limiting support piece comprises a fixing device and a positioning device; the positioning device is arranged at the bottom of the structural joint and used for fixing the bottom of the asphalt fir template; the fixing device is arranged at the connecting part of two adjacent asphalt fir boards in the asphalt fir board template and is used for fixing the connecting part of the asphalt fir boards.
Furthermore, the positioning device comprises a positioning rod and a first connecting rod, the positioning rod is arranged at the end part of the first connecting rod, and the positioning rod is vertically connected with the first connecting rod; the positioning device is connected with the vertical main ribs pre-embedded at the parting joints of the gate piers by the first connecting rods, and props against the asphalt fir boards by the positioning rods, so that the asphalt fir boards are clamped and fixed; the fixing device comprises a fixing rod and a second connecting rod, the fixing rod is arranged at the end part of the second connecting rod, and the fixing rod is vertically connected with the second connecting rod; fixing device relies on the second connecting rod to connect the pre-buried vertical main muscle of gate pier parting, relies on the dead lever to withstand the connection position of pitch china fir plank, realizes the tight fixedly of clamp of pitch china fir plank.
Furthermore, a plurality of tie rods are arranged between the steel template and the vertical main rib, the tie rods are arranged along the height direction of the structural joint and the length direction of the structural joint at intervals, the tie rods are perpendicularly connected with the vertical main rib, the tie rods transversely penetrate through the asphalt fir template, and the asphalt fir template is further supported and fixed.
Furthermore, a fixing piece is arranged between two adjacent asphalt fir wood boards in the asphalt fir wood template for connection, and preferably, the fixing piece is a limiting sleeve.
Furthermore, the vertical main ribs on two sides of the parting position of the gate pier are provided with tie bars which are used for binding and fixing the vertical main ribs on two sides.
The invention also provides a construction process of the split gate pier, which comprises the complete device for split gate pier construction, wherein the split gate pier comprises a first pier and a second pier which are arranged in a split manner, and the first pier and the second pier on two sides of the split manner are synchronously constructed and poured at the same time.
Furthermore, the first pier and the second pier of the split gate pier are composed of multiple layers of pier bodies, each layer of pier body of the first pier and the second pier from the bottom to the top is synchronously constructed and synchronously poured, a scaffold is built after the pouring of the layer of pier body is completed and the forming of the pier body is stable, a split gate pier construction complete device for installing a new layer is laid, and the pouring of the new layer of pier body is carried out until all the pier bodies of the first pier and the second pier are poured.
Compared with the prior art, the invention has the following beneficial effects:
according to the split gate pier construction complete device and the construction process, the original single-side construction of the split gate pier is changed into synchronous construction of the two sides of the split gate pier by using the split gate pier construction complete device, the asphalt fir board with certain rigidity and strength is selected as a filling material of the structural gap of the split gate pier and can serve as a template, and the asphalt fir template is matched with the limiting support piece and used for positioning, installing and fixing the pull rod, so that the problem that the template at the single-side construction split position of the split gate pier is difficult to install is solved, the synchronous construction and synchronous pouring of the split gate pier are met, the synchronous construction of the two sides of the split gate pier is realized, the labor cost is saved, and the waste of labor and construction period is avoided; in addition, the asphalt fir board is easy to cut, so that the asphalt fir board can be inserted into the copper nose of the water-stop copper sheet, the center line of the copper nose part of the water-stop copper sheet can be coincided with the center line of the structural joint, and the installation precision of the water-stop copper sheet is improved.
In addition to the objects, features and advantages described above, other objects, features and advantages of the present invention are also provided. The present invention will be described in further detail below with reference to the drawings.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of this application, illustrate embodiments of the invention and, together with the description, serve to explain the invention and not to limit the invention. In the drawings:
FIG. 1 is a schematic structural diagram of a slit gate pier;
FIG. 2 is a schematic view of the installation position of a water stop copper sheet and a steel template of the existing split gate pier construction complete set device;
FIG. 3 is a schematic structural diagram of a complete set of split gate pier construction equipment according to the embodiment;
FIG. 4 is a schematic view of the structure of the fixture of FIG. 3;
FIG. 5 is a schematic view of the positioning device of FIG. 3;
FIG. 6 is a schematic view of the installation position of the water stop copper sheet and the asphalt fir board of the device of the application;
the device comprises a first pier, a second pier, a third pier, a vertical main rib, a fourth pier, a fifth pier, a sixth pier, a fifth pier, a sixth pier, a fifth pier, a sixth pier, a fifth pier.
Detailed Description
Embodiments of the invention will be described in detail below with reference to the drawings, but the invention can be implemented in many different ways, which are defined and covered by the claims.
Referring to fig. 3 to 6, the present invention provides a complete set of split gate pier construction apparatus, including: the steel template 6, the asphalt fir template 5, the counter pull rod 4 and the limiting support piece; the split gate pier is characterized in that a counter-pull rod is connected to a vertical main rib 3 pre-embedded in the split gate pier, the counter-pull rod is used for fixing steel templates arranged on the peripheral side of the split gate pier, and the asphalt fir template is arranged at a split position (a structural joint) of the split gate pier and is positioned at the center line of a structural joint 13; still be equipped with stagnant water copper sheet 11 in the structure seam 13, pitch fir template's both sides are equipped with spacing support piece respectively, and spacing support piece is used for pitch fir template's fixed, and pitch fir template is convenient for cut simultaneously, and pitch fir template can direct insert in stagnant water copper sheet's copper nose, guarantees that the central line of stagnant water copper sheet coincides with structure seam central line 18, improves stagnant water copper sheet's installation accuracy.
The vertical main ribs 3 pre-buried and laid on the split gate piers are positioned inside the erected steel formwork, a plurality of tie rods 7 are also arranged between the steel formwork and the vertical main ribs, the tie rods are all made of steel bars and are arranged at intervals along the height direction of the structural joint and the length direction of the structural joint, the distance between every two adjacent tie rods in the same direction is not more than 60cm, the tie rods are vertically connected with the vertical main ribs, and the tie rods and the vertical main ribs are connected through welding; the end of the pull rod is connected with the steel template, so that the steel template is fixed.
The pitch fir template that the crack gate pier structure seam department set up is equipped with the mounting and connects by a monoblock pitch fir template that polylith pitch fir plank concatenation constitutes between two adjacent pitch fir planks, and the mounting adopts spacing sleeve 10, and the link of two adjacent pitch fir planks is inserted respectively and is established in spacing sleeve, realizes the spacing concatenation of two pitch fir planks.
Meanwhile, a limiting support piece is arranged between the vertical main rib arranged at the parting position and the asphalt fir template, and comprises a plurality of positioning devices 8 and a plurality of fixing devices 9; the positioning devices are arranged at the bottom of the structural joint, a plurality of positioning devices are arranged at intervals along the bottom of the asphalt fir template and used for fixing the bottom of the asphalt fir template, and the bottom of each positioning device is connected with the bottom plate of the lock chamber; the specific positioning mode of the positioning device comprises the following steps: the positioning device 8 comprises a positioning rod 15 and a first connecting rod 7, the positioning rod is arranged at the end part of the first connecting rod, and the positioning rod is vertically connected with the first connecting rod; the positioning device depends on the first connecting rod to be connected with the embedded vertical main rib at the parting joint of the gate pier, and the positioning rod is used for jacking the asphalt fir board, so that the asphalt fir board is clamped and fixed, and the bottom of the positioning steel is connected with the bottom plate of the gate chamber. The fixing device is arranged at the connecting part of two adjacent asphalt fir boards in the asphalt fir board template and is used for fixing the connecting part of the asphalt fir boards; the specific fixing mode of the fixing device comprises the following steps: the fixing device 9 comprises a fixing rod 16 and a second connecting rod 17, the fixing rod is arranged at the end part of the second connecting rod, and the fixing rod is vertically connected with the second connecting rod; fixing device relies on the second connecting rod to connect the pre-buried vertical main muscle of gate pier parting, relies on the dead lever to withstand the connection position of pitch china fir board, realizes the tight fixedly of clamp of pitch china fir board connection position. Positioner and fixing device's locating lever, dead lever and connecting rod all utilize remaining than shorter reinforcing bar to make among the reinforcing bar unloading process, and connecting rod between them welds respectively with the middle section of locating lever and dead lever, and the other end of connecting rod welds in vertical main muscle. In addition, the vertical main ribs on two sides of the parting position of the gate pier are bound by the tie bars 14 for fixation, so that the stability of the vertical main ribs on two sides is enhanced, and the main ribs are prevented from deforming to influence the positioning and fixing of the asphalt fir template.
The pitch fir wood template is provided with a plurality of through holes, the arrangement positions of the through holes and the diameters of the through holes are matched with the counter-pull rods, and the counter-pull rods cross the through holes of the pitch fir wood template to further support and fix the pitch fir wood template; meanwhile, the asphalt fir wood template is clamped and fixed through the limiting support piece, so that the asphalt fir wood template is effectively prevented from deviating, and the positioning and mounting precision of the asphalt fir wood template is ensured. In addition, the asphalt fir wood template adopts a splicing structure, and the installation is positioned one by one for a plurality of asphalt fir wood plates, so that the installation is easy, the positioning precision is high, the problems that the volume and the area of a single whole asphalt fir wood plate are too large, the transportation and the hoisting installation are difficult, and the positioning precision of the installation is difficult to control due to the large volume and the area of the single whole asphalt fir wood plate are solved.
The invention also provides a construction process of the slit gate pier, which comprises the slit gate pier construction complete equipment, wherein the slit gate pier comprises a first pier 1 and a second pier 2 which are arranged in a slit; pier one and the synchronous construction of pier two of parting both sides in the parting gate pier work progress, pour in the same period, specifically include: laying and installing a complete device for constructing the scaffold and the split gate pier and pouring the split gate pier. The specific implementation is as follows:
the first pier and the second pier on two sides of the split gate pier are split into a multi-layer pier body 12 according to the overall height of the split gate pier, in the embodiment, the first pier and the second pier are split into four layers of pier bodies, the four layers of pier bodies are sequentially and synchronously constructed from the bottom layer to the top layer, and the four layers of pier bodies are synchronously poured; constructing each layer of pier body according to the same construction process, starting construction from the first layer of pier body of the slit gate pier, building a scaffold around the first layer of pier body of the first pier and the second pier of the slit gate pier, manufacturing and installing reinforcing steel bars (cutting the reinforcing steel bars required by the manufactured slit gate pier construction complete device, including a limiting support piece, a counter pull rod, a vertical main reinforcing steel bar and the like), installing a water stop copper sheet, installing and fixing an asphalt fir board, installing and fixing a steel template and synchronously pouring the first layer of pier body of the first pier and the second pier; and after the first layer of pier bodies are constructed and the molding stability strength reaches the standard, constructing the second layer of pier bodies according to the procedures until the top layer pier bodies of the first pier body and the second pier body are cast. The strength standard is based on the strength requirement of pier body design, and can specifically refer to the existing industry strength requirement standard.
When each layer of pier bodies of the first pier and the second pier are synchronously poured, two sides of the first pier and the second pier are poured in turn, concrete with the thickness of 30cm is paved on one side, then concrete with the thickness of 50cm is paved on the other side, and the height difference of the concrete on two sides of the parting joint is not more than 30 cm; until the pouring of the pier body is completed. Through the height difference of limiting the concrete pouring of the first side of the pier and the second side of the pier and adopting the mode of pouring in turn, the asphalt fir board is ensured not to be bent, the pouring stability of the slit gate pier is ensured, and the construction efficiency of the slit gate pier is improved.
The invention relates to a complete device and a process for constructing a slit gate pier, which change the original one-side construction of the slit gate pier into synchronous construction of two sides of the slit gate pier by utilizing the complete device for constructing the slit gate pier, select a fir board with certain rigidity and strength as a filling material for a structural slit of the slit gate pier, can act as the template, and the spacing support piece of pitch fir template cooperation and the accurate location fixed mounting to the pull rod, not only solved the problem of parting gate pier unilateral construction parting department plane steel form installation difficulty, the installation accuracy of stagnant water copper sheet has been improved, guarantee that the central line of the copper nose part of stagnant water copper sheet can coincide with the structure seam central line, still realized the parting gate pier "synchronous construction, pour in the same period" and the construction target of reaching to the top together, effectively shortened the required time of parting gate pier construction, the time limit for a project and cost of labor have been saved, compare current unilateral parting gate pier construction and practice thrift at least 30% time limit for a project.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (10)
1. The utility model provides a slit gate pier construction integrated equipment which characterized in that includes: the device comprises a steel template, an asphalt fir template, a tie rod and a limiting support piece; the tie rod is connected in the vertical main muscle of slit gate pier, and the tie rod is used for fixed steel form that sets up in slit gate pier week side, pitch china fir template sets up in the slit department of slit gate pier, and the both sides of pitch china fir template are equipped with spacing support piece respectively, and spacing support piece is used for the fixed of pitch china fir template.
2. The split gate pier construction complete device as claimed in claim 1, wherein the asphalt fir wood template is inserted at a center line of the structural joint, a water-stopping copper sheet is further arranged at the structural joint, and the asphalt fir wood template is inserted into a copper nose of the water-stopping copper sheet, so that the center line of the water-stopping copper sheet is overlapped with the center line of the structural joint, and the installation accuracy of the water-stopping copper sheet is improved.
3. The split gate pier construction complete equipment as claimed in claim 2, wherein the fir wood template comprises a plurality of fir wood boards, and a whole fir wood template formed by splicing the fir wood boards is arranged at the split position of the gate pier.
4. The slit gate pier construction kit as claimed in any one of claims 1 to 3, wherein the spacing support comprises a fixing means and a positioning means; the positioning device is arranged at the bottom of the structural joint and used for fixing the bottom of the asphalt fir template; the fixing device is arranged at the connecting part of two adjacent asphalt fir boards in the asphalt fir board template and is used for fixing the connecting part of the asphalt fir boards.
5. The complete set of split gate pier construction equipment as claimed in claim 4, wherein the positioning device comprises a positioning rod and a first connecting rod, the positioning rod is arranged at the end part of the first connecting rod, and the positioning rod is vertically connected with the first connecting rod; the positioning device is connected with the vertical main ribs pre-embedded at the parting joints of the gate piers by the first connecting rods, and props against the asphalt fir boards by the positioning rods, so that the asphalt fir boards are clamped and fixed;
the fixing device comprises a fixing rod and a second connecting rod, the fixing rod is arranged at the end part of the second connecting rod, and the fixing rod is vertically connected with the second connecting rod; fixing device relies on the second connecting rod to connect the pre-buried vertical main muscle of gate pier parting, relies on the dead lever to withstand the connection position of pitch china fir plank, realizes the tight fixedly of clamp of pitch china fir plank.
6. The split gate pier construction complete equipment as claimed in claim 5, wherein a plurality of tie bars are arranged between the steel form and the vertical main reinforcement, the tie bars are arranged at intervals along the height direction of the structural joint and the length direction of the structural joint, and the tie bars cross the asphalt fir form to further support and fix the asphalt fir form.
7. The split gate pier construction complete device as claimed in claim 6, wherein a fixing member is arranged between two adjacent cedar boards in the cedar template for connection.
8. The split gate pier construction complete equipment as claimed in claim 7, wherein the vertical main ribs on two sides of the split position of the gate pier are provided with tie bars, and the tie bars are used for binding and fixing the vertical main ribs on the two sides.
9. A split gate pier construction process, comprising the split gate pier construction complete set device as claimed in any one of claims 1 to 8, wherein the split gate pier comprises a first pier and a second pier which are arranged in a split manner, and the first pier and the second pier on two sides of the split are synchronously constructed and poured at the same time.
10. The construction process of the split gate pier according to claim 9, wherein the first pier and the second pier of the split gate pier are composed of multiple layers of pier bodies, each layer of pier body from the bottom to the top of the first pier and the second pier is synchronously constructed and synchronously cast, a scaffold is built after the casting of the layer of pier body is completed and the forming of the pier body is stable, a split gate pier construction complete set of equipment for installing a new layer is laid, and the casting of the new layer of pier body is performed until all the casting of the first pier and the second pier is completed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011431105.4A CN112482322A (en) | 2020-12-07 | 2020-12-07 | Split gate pier construction complete device and construction process |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011431105.4A CN112482322A (en) | 2020-12-07 | 2020-12-07 | Split gate pier construction complete device and construction process |
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| Publication Number | Publication Date |
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| CN112482322A true CN112482322A (en) | 2021-03-12 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202011431105.4A Pending CN112482322A (en) | 2020-12-07 | 2020-12-07 | Split gate pier construction complete device and construction process |
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| CN (1) | CN112482322A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN118095020A (en) * | 2024-04-28 | 2024-05-28 | 湖南百舸水利建设股份有限公司 | Construction method of porous flood diversion gate |
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|---|---|---|---|---|
| CN118095020A (en) * | 2024-04-28 | 2024-05-28 | 湖南百舸水利建设股份有限公司 | Construction method of porous flood diversion gate |
| CN118095020B (en) * | 2024-04-28 | 2024-07-12 | 湖南百舸水利建设股份有限公司 | Construction method of porous flood diversion gate |
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