CN116537522A - Building beam and column integrated pouring template system and construction method - Google Patents
Building beam and column integrated pouring template system and construction method Download PDFInfo
- Publication number
- CN116537522A CN116537522A CN202310810866.8A CN202310810866A CN116537522A CN 116537522 A CN116537522 A CN 116537522A CN 202310810866 A CN202310810866 A CN 202310810866A CN 116537522 A CN116537522 A CN 116537522A
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- CN
- China
- Prior art keywords
- wood
- column
- template
- die plate
- pouring
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 23
- 239000002023 wood Substances 0.000 claims abstract description 46
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 28
- 239000010959 steel Substances 0.000 claims abstract description 28
- 238000007789 sealing Methods 0.000 claims abstract description 12
- 238000005520 cutting process Methods 0.000 claims abstract description 9
- 238000009415 formwork Methods 0.000 claims description 9
- 238000005266 casting Methods 0.000 claims description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims 2
- 230000010354 integration Effects 0.000 claims 1
- 238000000034 method Methods 0.000 abstract description 7
- 238000000429 assembly Methods 0.000 abstract description 4
- 230000000712 assembly Effects 0.000 abstract description 4
- 239000002002 slurry Substances 0.000 abstract description 4
- 238000009435 building construction Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000000151 deposition Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
- E04G13/021—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor for circular columns
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
- E04G13/023—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor with means for modifying the sectional dimensions
- E04G13/025—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor with means for modifying the sectional dimensions with stiff clamping means bracing the back-side of the form without penetrating the forming surface
- E04G13/026—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor with means for modifying the sectional dimensions with stiff clamping means bracing the back-side of the form without penetrating the forming surface the forming surface-element being the same for different sections of the column
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/02—Connecting or fastening means for non-metallic forming or stiffening elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
- E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Abstract
The invention discloses a building beam and column integrated pouring template system and a construction method, wherein the system comprises a column die assembly and one or more groups of beam die assemblies connected to the column die assembly; the column die assembly comprises a wood die plate, a plurality of steel hoops vertically arranged at intervals on the outer side of the wood die plate, a plurality of keels axially arranged at intervals on the outer side of the wood die plate, and an adjustable tightening member arranged on the outer side of the keels; the beam mold assembly comprises a pouring template and a support rod piece arranged at the bottom of the pouring template; the method comprises the steps of supporting a column die assembly, cutting a beam interface and supporting the beam die assembly; one end of the pouring template is connected with the wood template at the slot hole in a sealing way through a sealing piece. The system can carry out integrated pouring on the beam and the column, enhances the integral connection strength of the beam and the column, improves the construction speed, has good integral appearance and can pertinently improve the problems of mold expansion and slurry running; the method is simple and efficient, saves time and labor, and reduces construction cost.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a building beam and column integrated pouring template system and a construction method.
Background
In building construction, for the construction of mutual lap joint of the upright post and the cross beam, the upright post is usually constructed firstly, namely, an upright post template is built firstly, and then concrete is poured; then cutting out the connecting port of the beam on the upright post, erecting a beam template, carrying out concrete pouring on the beam, and finally finishing the joint of the beam and the upright post to finish the whole construction. The construction mode is a conventional construction method at present, but the construction speed of the method is low, the construction of the cross beam can be carried out only after the concrete strength of the poured upright post reaches a specified value, and the lap joint position of the cross beam and the upright post is rough, so that the overall appearance is poor.
The current upright column template is generally in the shape of a required upright column formed by splicing a plurality of steel templates, and the steel templates are fixed together through bolts or other fasteners when in use. And when pouring concrete in the upright post template that builds, the concrete that is located the stand bottom flows to the template direction because of gravity, along with the inside injection concrete of continuous looks upright post template, thereby the concrete that is located the bottom is because of depositing and is exerted a thrust to the upright post template, along with the continuous increase of concrete, the continuous increase of thrust makes adjacent bottom department take place to warp, damage easily to the condition that leaks thick liquid or rise the mould appears. The invention patent with application number 201910340666.4 discloses a stand column template, which fixes the steel templates through fasteners arranged on the outer sides of the steel templates, and ensures the tightness of the joints of the adjacent steel templates, so that the condition of slurry leakage between the adjacent steel templates is avoided, but the structure can only construct stand columns, and the simultaneous construction of the stand columns and the cross beams cannot be realized.
Disclosure of Invention
The invention aims to provide a building beam and column integrated pouring template system and a construction method, wherein the system can perform integrated pouring on a beam and a column, so that the integral connection strength of the beam and column is enhanced, the construction speed is improved, the integral impression is good, and the problems of mold expansion and slurry running can be improved in a targeted manner; the method is simple and efficient, saves time and labor, and reduces construction cost.
In order to achieve the above purpose, the present invention adopts the following technical scheme:
a building beam and column integrated pouring template system comprises a column template assembly and one or more groups of beam template assemblies connected to the column template assembly; the column die assembly comprises a wood die plate, a plurality of steel hoops vertically arranged at the outer side of the wood die plate at intervals, a plurality of keels axially arranged at the outer side of the wood die plate at intervals and adjustable tightening members arranged at the outer sides of the keels, wherein the adjustable tightening members can fix the keels at the outer sides of the wood die plate; the beam die assembly comprises a pouring die plate and a support rod piece arranged at the bottom of the pouring die plate; and a slotted hole matched with the beam die assembly is formed in the column die assembly, and one end of the pouring die plate is in sealing connection with the wood die plate at the slotted hole through a sealing piece.
Preferably, the wood form is formed by splicing two, three or four wood form units.
Preferably, the adjustable tightening member comprises tightening steel bars, mounting pipes fixedly mounted at two ends of the tightening steel bars and split bolts adjustably mounted on the two mounting pipes, and when nuts on the split bolts are screwed, the positions between the two mounting pipes can be adjusted to fasten and unfasten the adjustable tightening member.
The construction method of the building beam and column integrated pouring template system comprises the following steps:
firstly, erecting a column mould assembly, firstly installing a wood mould, then installing steel hoops on the outer side of the wood mould, then installing a plurality of keels on the outer side of the wood mould, and finally fixing the keels through an adjustable tightening member;
cutting a beam interface, namely cutting a wood template and a keel at the joint of the upright post to be poured and the beam;
step three, the beam mold assembly is erected, a plurality of adjustable support rods are installed on the lower side of the cross beam, then a pouring template is erected on the adjustable support rods, and finally the end part of the pouring template is in sealing connection with the wood template.
Preferably, in the first step, the distance between two adjacent keels is 260-340 mm.
According to the invention, the column die assembly and the beam die assembly are combined and spliced in the supporting process, and the beam and the upright post can be integrally poured according to the size and the position of the beam in the construction process, so that the integral connection strength between the beam and the upright post is enhanced, the operation of cutting the upright post in the traditional method of constructing the upright post and then constructing the beam is avoided, the construction speed of projects is improved, and the integral connection of the beam and the upright post has good aesthetic property. The column mould component adopts a steel hoop to firstly hoop the wood mould plate, then the wood mould plate is reinforced by a keel, finally the whole body is reinforced by an adjustable hooping component, the number of steel hoops or adjustable tightening members can be increased in a targeted manner at positions where the expansion of the die or the pulp running easily occurs, so that the overall safety is improved, and the problems of the expansion of the die and the pulp running are solved. The steel hoop and the adjustable tightening member can be poured in the cross beam, and can be directly cut after pouring is completed, so that the manufacturing cost of the steel hoop and the adjustable tightening member is low, and the building cost is not increased.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present invention;
in the figure: 1. a column die assembly; 2. a beam mold assembly; 10. a wood form; 11. a steel hoop; 12. a keel; 13. an adjustable gripping member; 20. pouring a template; 21. a support rod; 130. hooping the steel bar; 131. installing a pipe; 132. and (5) a split bolt.
Detailed Description
The invention is further described below with reference to the accompanying drawings:
a building beam and column integrated pouring formwork system as shown in fig. 1 comprises a column formwork assembly 1 and one or more groups of beam formwork assemblies 2 connected to the column formwork assembly 1, wherein in the embodiment, two groups of beam formwork assemblies 2 are arranged on the column formwork assembly 1. The column die assembly 1 comprises a wood die plate 10, a plurality of steel hoops 11 vertically arranged at intervals outside the wood die plate 10, a plurality of keels 12 axially arranged at intervals outside the wood die plate 10, and adjustable tightening members 13 arranged outside the keels 12, wherein the adjustable tightening members 13 can fix the keels 12 outside the wood die plate 10. Specifically, the wood form 10 is formed by splicing two, three or four wood form units, and in this embodiment, the wood form 10 is formed by splicing two semicircular arc wood form units. In one embodiment, the adjustable tightening member 13 includes a tightening reinforcing bar 130, mounting pipes 131 fixedly mounted at both ends of the tightening reinforcing bar 130 by welding, and split bolts 132 adjustably mounted on the two mounting pipes 131, and the relative position between the two mounting pipes 131 can be adjusted when nuts on the split bolts 132 are screwed, thereby achieving control of tightening and loosening of the adjustable tightening member 13.
The beam mold assembly 2 comprises a casting mold plate 20 and a support rod piece 21 arranged at the bottom of the casting mold plate 20. The column die assembly 1 is provided with a slotted hole matched with the beam die assembly 2, one end of the pouring die plate 20 is in sealing connection with the wood die plate 10 at the slotted hole through a sealing element, and the sealing element can prevent slurry leakage at the connection part. In a preferred embodiment, a groove is provided in the top of the fixed support bar 210, a sliding groove is provided on the side wall thereof, a slider is provided on the side wall of the adjusting support bar 211, and the adjusting support bar 211 is provided in the groove, and the slider slides in the sliding groove.
The construction method of the building beam and column integrated pouring template system shown in fig. 1 comprises the following steps:
firstly, erecting a column mould assembly 1, binding upright steel bars, installing a wood mould plate 10 on the outer side of the upright steel bars, then fixedly installing steel hoops 11 on the outer side of the wood mould plate 10, and fixing the wood mould plate 10 through a plurality of steel hoops 11, wherein the spacing between two adjacent steel hoops 11 is 100-150 mm; then, the keels 12 are installed on the outer side of the wood form 10, and finally, the keels 12 are fixed by the adjustable tightening members 13. In one embodiment, the distance between two adjacent keels 12 is 260 to 340mm, and in this embodiment, the distance between two adjacent keels 12 is 300mm.
Cutting a beam interface, namely cutting the wood template 10 and the keel 12 at the joint of the upright post to be poured and the beam, wherein the cross section of the beam is cut for splicing with the pouring template 20, and the end parts of the steel bars of the beam are bound on the steel bars of the upright post.
Step three, the beam mold assembly 2 is erected, a plurality of adjustable support rods 21 are firstly installed on the lower sides of steel bars of the cross beams, then a pouring template 20 is erected on the adjustable support rods 21, and finally the end parts of the pouring template 20 are in sealing connection with the wood template 10. And after the whole template system is built, the whole pouring of the upright posts and the cross beams is carried out.
The above embodiments are only a few descriptions of the inventive concept and implementation, and are not limited thereto, and the technical solutions without substantial transformation remain within the scope of protection under the inventive concept.
Claims (5)
1. The utility model provides a template system is pour to building beam column integration which characterized in that: comprises a column mould component and one or more groups of beam mould components connected with the column mould component; the column die assembly comprises a wood die plate, a plurality of steel hoops vertically arranged at the outer side of the wood die plate at intervals, a plurality of keels axially arranged at the outer side of the wood die plate at intervals and adjustable tightening members arranged at the outer sides of the keels, wherein the adjustable tightening members fix the keels at the outer sides of the wood die plate; the beam die assembly comprises a pouring die plate and a support rod piece arranged at the bottom of the pouring die plate; and a slotted hole matched with the beam die assembly is formed in the column die assembly, and one end of the pouring die plate is in sealing connection with the wood die plate at the slotted hole through a sealing piece.
2. The building beam column integrated casting formwork system as claimed in claim 1, wherein: the wood form is formed by splicing two, three or four wood form units.
3. The building beam column integrated casting formwork system as claimed in claim 1 or 2, wherein: the adjustable tightening member comprises tightening reinforcing steel bars, mounting pipes fixedly mounted at two ends of the tightening reinforcing steel bars and split bolts adjustably mounted on the two mounting pipes, and when nuts on the split bolts are screwed, the positions between the two mounting pipes can be adjusted to achieve tightening and loosening of the adjustable tightening member.
4. A construction method of the building beam column integrated pouring formwork system as claimed in any one of claims 1 to 3, which is characterized in that: the construction method comprises the following steps:
firstly, erecting a column mould assembly, firstly installing a wood mould, then installing steel hoops on the outer side of the wood mould, then installing a plurality of keels on the outer side of the wood mould, and finally fixing the keels through an adjustable tightening member;
cutting a beam interface, namely cutting a wood template and a keel at the joint of the upright post to be poured and the beam;
step three, the beam mold assembly is erected, a plurality of adjustable support rods are installed on the lower side of the cross beam, then a pouring template is erected on the adjustable support rods, and finally the end part of the pouring template is in sealing connection with the wood template.
5. The construction method according to claim 4, wherein: the distance between two adjacent keels in the first step is 260-340 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310810866.8A CN116537522A (en) | 2023-07-04 | 2023-07-04 | Building beam and column integrated pouring template system and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310810866.8A CN116537522A (en) | 2023-07-04 | 2023-07-04 | Building beam and column integrated pouring template system and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN116537522A true CN116537522A (en) | 2023-08-04 |
Family
ID=87445656
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202310810866.8A Pending CN116537522A (en) | 2023-07-04 | 2023-07-04 | Building beam and column integrated pouring template system and construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN116537522A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4279339B1 (en) * | 2008-04-21 | 2009-06-17 | 株式會社 村上工務店 | Column formwork unit, horizontal fastening frame for column formwork unit, and cast-in-place reinforced concrete pillar construction method |
| CN205400042U (en) * | 2016-02-29 | 2016-07-27 | 河北建筑工程学院 | Concrete cylinder template |
| CN207003652U (en) * | 2017-08-04 | 2018-02-13 | 沈阳工业大学 | A kind of compound concrete-filled tubular column and steel tube concrete beam composite frame structure |
| CN207314837U (en) * | 2017-09-26 | 2018-05-04 | 福建建工集团有限责任公司 | A kind of adjustable band formula cylindrical wooden template bracing means |
| CN111218983A (en) * | 2020-03-13 | 2020-06-02 | 姬飞鹏 | Lattice formula structure concrete frame house |
| CN113585466A (en) * | 2021-07-26 | 2021-11-02 | 广州市城市规划勘测设计研究院 | Steel pipe concrete beam column joint structure and construction method |
-
2023
- 2023-07-04 CN CN202310810866.8A patent/CN116537522A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4279339B1 (en) * | 2008-04-21 | 2009-06-17 | 株式會社 村上工務店 | Column formwork unit, horizontal fastening frame for column formwork unit, and cast-in-place reinforced concrete pillar construction method |
| CN205400042U (en) * | 2016-02-29 | 2016-07-27 | 河北建筑工程学院 | Concrete cylinder template |
| CN207003652U (en) * | 2017-08-04 | 2018-02-13 | 沈阳工业大学 | A kind of compound concrete-filled tubular column and steel tube concrete beam composite frame structure |
| CN207314837U (en) * | 2017-09-26 | 2018-05-04 | 福建建工集团有限责任公司 | A kind of adjustable band formula cylindrical wooden template bracing means |
| CN111218983A (en) * | 2020-03-13 | 2020-06-02 | 姬飞鹏 | Lattice formula structure concrete frame house |
| CN113585466A (en) * | 2021-07-26 | 2021-11-02 | 广州市城市规划勘测设计研究院 | Steel pipe concrete beam column joint structure and construction method |
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