CN105971279A - High-low-stride single-face formwork supporting system - Google Patents
High-low-stride single-face formwork supporting system Download PDFInfo
- Publication number
- CN105971279A CN105971279A CN201610279541.1A CN201610279541A CN105971279A CN 105971279 A CN105971279 A CN 105971279A CN 201610279541 A CN201610279541 A CN 201610279541A CN 105971279 A CN105971279 A CN 105971279A
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- CN
- China
- Prior art keywords
- formwork
- plank sheathing
- combination
- low
- stride
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- 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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Classifications
-
- 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
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Foundations (AREA)
Abstract
The invention relates to a high-low-stride single-face formwork supporting system. The high-low-stride single-face formwork supporting system comprises a combination wooden formwork and a plurality of inclined supporting trusses; the bottom of the combination wooden formwork tightly abuts against the side wall of a high-low-stride part through an embedded screw rod in a pulling connection back-to-back mode, and a limiting steel bar embedded in a bottom plate of a floor foundation is arranged in the bottom of the combination wooden formwork; a vertical keel of the formwork is made of 50*100 mm square timber, and a horizontal keel of the formwork is made of a second-level phi 25 rebar; the multiple inclined supporting trusses perpendicularly support the front side surface of the combination wooden formwork in the longitudinal depth direction of the formwork at uniform intervals, the bottom of each inclined supporting truss is connected to three U-shaped ground anchors embedded in the bottom plate of the floor foundation in a pulling mode, and the three U-shaped ground anchors are sequentially arranged in the position away from the combination wooded formwork at intervals; and an inclined pull rod is connected between the three U-shaped ground anchors and the combination wooden formwork in a pulling mode, and one or more longitudinal pull rods are connected among every three or more inclined supporting trusses in a pulling mode.
Description
Technical field
The present invention relates to a kind of building-supporting, a kind of high-low bay one side mould support system.
Background technology
Different due to engineering geological condition and various influence factor,, high-low bay structure construction narrow and small for foundation ditch, the unwrapping wire of foundation ditch, excavation, high-low bay intersection structure construction are caused the biggest difficulty, the version complexity such as high-low bay sole plate height differs, catch pit, elevator pit, warm ditch, post-cast strip, garage exit are various, and the construction formwork support structure of high-order bit is particularly important.
Summary of the invention
The invention provides a kind of simple in construction, support firm high-low bay one side mould support system.
nullThe invention has the beneficial effects as follows: a kind of high-low bay one side mould support system，It is characterized in that: include combining plank sheathing and many Pin skewed horizontal load frame，The bottom of described combination plank sheathing sockets through pre-buried screw mandrel and leans against on the sidewall being pushed against high-low bay，Arrange inside template bottom combination plank sheathing and be embedded in the limit steel bar in floor sole plate，Template vertical keel uses 50 × 100mm flitch、Horizontal keel uses two grades of Φ 25 spirals，Described many Pin skewed horizontal load frame is along the leading flank of template depth direction uniform intervals vertical support combination plank sheathing，The bottom of every Pin skewed horizontal load frame sockets on three U-shaped earth anchors being embedded in floor sole plate，Three single u-shaped earth anchors are spaced away from combining plank sheathing successively and arrange，Brace has been socketed between three single u-shaped earth anchors and combination plank sheathing，More than one longitudinal tie is socketed between adjacent three more than Pin skewed horizontal load framves.
Further, described U-shaped earth anchor sockets combination plank sheathing through more than two braces on same vertical.
The present invention uses the combination plank sheathing of flitch Os Draconis and reinforcing bar Os Draconis against high-low bay sidewall, coordinates many Pin skewed horizontal load frame to support and socketing between Pin skewed horizontal load frame, can effectively guarantee to combine the Stability Analysis of Structures of plank sheathing, supporting & stablizing, meet high-low bay construction requirement.
Accompanying drawing explanation
Fig. 1 is present configuration schematic diagram.
In figure: floor sole plate 1, combine plank sheathing 2, pre-buried screw mandrel 3, limit steel bar 4, U-shaped earth anchor 5, skewed horizontal load frame 6, brace 7, longitudinal tie 8.
Detailed description of the invention
It is described further below in conjunction with drawings and Examples.
nullShown in Fig. 1: a kind of high-low bay one side mould support system includes combining plank sheathing 2 and many Pin skewed horizontal load frame 6，The bottom of combination plank sheathing 2 sockets through pre-buried screw mandrel 3 and leans against on the sidewall being pushed against high-low bay，Bottom combination plank sheathing 2, the limit steel bar 4 being embedded in floor sole plate 1 is set inside template，Template vertical keel uses 50 × 100mm flitch、Horizontal keel uses two grades of Φ 25 spirals，Described many Pin skewed horizontal load frame 6 is along the leading flank of template depth direction uniform intervals vertical support combination plank sheathing，The bottom of every Pin skewed horizontal load frame sockets on three U-shaped earth anchors 5 being embedded in floor sole plate，Three single u-shaped earth anchors 5 are spaced away from combining plank sheathing successively and arrange，Brace 7 has been socketed between three single u-shaped earth anchors 5 and combination plank sheathing 2，More than one longitudinal tie 8 is socketed between adjacent three more than Pin skewed horizontal load framves.
Further, described U-shaped earth anchor sockets combination plank sheathing through more than two braces on same vertical.
Claims (2)
- null1. a high-low bay one side mould support system，It is characterized in that: include combining plank sheathing and many Pin skewed horizontal load frame，The bottom of described combination plank sheathing sockets through pre-buried screw mandrel and leans against on the sidewall being pushed against high-low bay，Arrange inside template bottom combination plank sheathing and be embedded in the limit steel bar in floor sole plate，Template vertical keel uses 50 × 100mm flitch、Horizontal keel uses two grades of Φ 25 spirals，Described many Pin skewed horizontal load frame is along the leading flank of template depth direction uniform intervals vertical support combination plank sheathing，The bottom of every Pin skewed horizontal load frame sockets on three U-shaped earth anchors being embedded in floor sole plate，Three single u-shaped earth anchors are spaced away from combining plank sheathing successively and arrange，Brace has been socketed between three single u-shaped earth anchors and combination plank sheathing，More than one longitudinal tie is socketed between adjacent three more than Pin skewed horizontal load framves.
- A kind of high-low bay one side mould support system the most according to claim 1, is characterized in that: described U-shaped earth anchor sockets combination plank sheathing through more than two braces on same vertical.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610279541.1A CN105971279A (en) | 2016-05-03 | 2016-05-03 | High-low-stride single-face formwork supporting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610279541.1A CN105971279A (en) | 2016-05-03 | 2016-05-03 | High-low-stride single-face formwork supporting system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105971279A true CN105971279A (en) | 2016-09-28 |
Family
ID=56994238
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610279541.1A Pending CN105971279A (en) | 2016-05-03 | 2016-05-03 | High-low-stride single-face formwork supporting system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105971279A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111305399A (en) * | 2020-03-24 | 2020-06-19 | 福建省永泰建筑工程公司 | Basement outer wall post-cast strip system and construction method thereof |
| CN115126218A (en) * | 2022-06-25 | 2022-09-30 | 北京建工集团有限责任公司 | Supporting unit plate and supporting structure |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6247273B1 (en) * | 1999-02-16 | 2001-06-19 | Reechcraft, Inc. | Adjustable form brace |
| CN102220806A (en) * | 2011-03-30 | 2011-10-19 | 中联世纪建设集团有限公司 | Construction method for supporting and reinforcing ultrahigh hanging single-sided vertical formwork |
| CN103470026A (en) * | 2013-09-04 | 2013-12-25 | 中建三局第一建设工程有限责任公司 | Basement external wall single-face framework erecting system and construction method |
| CN204001705U (en) * | 2014-08-28 | 2014-12-10 | 陕西建工第五建设集团有限公司 | Outer wall of basement single surface formwork constructing structure based on earth anchor truss |
| CN204174935U (en) * | 2014-10-24 | 2015-02-25 | 中国建筑第四工程局有限公司 | A kind of outer wall of basement one side formwork supporting and protection structure |
| CN204738536U (en) * | 2015-06-11 | 2015-11-04 | 中国水利水电第八工程局有限公司 | Subway station side wall concrete form support frame |
| CN105201106A (en) * | 2015-08-27 | 2015-12-30 | 山东华邦建设集团有限公司 | Construction method of double-shear wall template formwork at deformation joint |
| CN205012651U (en) * | 2015-06-29 | 2016-02-03 | 中铁十四局集团有限公司 | Novel side wall unilateral formwork system of underground space |
| CN205713111U (en) * | 2016-05-03 | 2016-11-23 | 泰兴市第一建筑安装工程有限公司 | A kind of high-low bay one side mould support system |
-
2016
- 2016-05-03 CN CN201610279541.1A patent/CN105971279A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6247273B1 (en) * | 1999-02-16 | 2001-06-19 | Reechcraft, Inc. | Adjustable form brace |
| CN102220806A (en) * | 2011-03-30 | 2011-10-19 | 中联世纪建设集团有限公司 | Construction method for supporting and reinforcing ultrahigh hanging single-sided vertical formwork |
| CN103470026A (en) * | 2013-09-04 | 2013-12-25 | 中建三局第一建设工程有限责任公司 | Basement external wall single-face framework erecting system and construction method |
| CN204001705U (en) * | 2014-08-28 | 2014-12-10 | 陕西建工第五建设集团有限公司 | Outer wall of basement single surface formwork constructing structure based on earth anchor truss |
| CN204174935U (en) * | 2014-10-24 | 2015-02-25 | 中国建筑第四工程局有限公司 | A kind of outer wall of basement one side formwork supporting and protection structure |
| CN204738536U (en) * | 2015-06-11 | 2015-11-04 | 中国水利水电第八工程局有限公司 | Subway station side wall concrete form support frame |
| CN205012651U (en) * | 2015-06-29 | 2016-02-03 | 中铁十四局集团有限公司 | Novel side wall unilateral formwork system of underground space |
| CN105201106A (en) * | 2015-08-27 | 2015-12-30 | 山东华邦建设集团有限公司 | Construction method of double-shear wall template formwork at deformation joint |
| CN205713111U (en) * | 2016-05-03 | 2016-11-23 | 泰兴市第一建筑安装工程有限公司 | A kind of high-low bay one side mould support system |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111305399A (en) * | 2020-03-24 | 2020-06-19 | 福建省永泰建筑工程公司 | Basement outer wall post-cast strip system and construction method thereof |
| CN115126218A (en) * | 2022-06-25 | 2022-09-30 | 北京建工集团有限责任公司 | Supporting unit plate and supporting structure |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160928 |