CN108571163A - A kind of raw-soil loam wall U-shaped resistance column and sliding slot template system - Google Patents
A kind of raw-soil loam wall U-shaped resistance column and sliding slot template system Download PDFInfo
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- CN108571163A CN108571163A CN201710136853.1A CN201710136853A CN108571163A CN 108571163 A CN108571163 A CN 108571163A CN 201710136853 A CN201710136853 A CN 201710136853A CN 108571163 A CN108571163 A CN 108571163A
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- 239000002689 soil Substances 0.000 title claims description 22
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 54
- 239000010959 steel Substances 0.000 claims abstract description 54
- 238000009415 formwork Methods 0.000 claims abstract description 34
- 238000003466 welding Methods 0.000 claims abstract description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 34
- 239000000463 material Substances 0.000 claims description 19
- 229910052742 iron Inorganic materials 0.000 claims description 17
- 238000005476 soldering Methods 0.000 claims description 16
- 238000006073 displacement reaction Methods 0.000 claims description 5
- 239000002023 wood Substances 0.000 claims description 5
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 2
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 2
- 241001330002 Bambuseae Species 0.000 claims description 2
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 2
- 239000011425 bamboo Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 9
- 238000007493 shaping process Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 4
- 239000004567 concrete Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 230000035939 shock Effects 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 239000004566 building material Substances 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000002474 experimental method Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000000178 monomer Substances 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 241000209140 Triticum Species 0.000 description 1
- 235000021307 Triticum Nutrition 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000011454 mudbrick Substances 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 239000010902 straw Substances 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
-
- 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
Abstract
The invention discloses a kind of loam wall U-shaped resistance columns and sliding slot template system, can be used for the dedicated templates of linear type rammed earth wall and L-type wall construction.Support system includes mainly that three aspects construct：Wooden smooth formwork of shaping is suitable for the successively U-shaped resistance column of the extensible of building, adjustable high strength type steel triangular support bracket.Wooden formwork socket joint is whole in being constituted in the U-shaped resistance column of standard regularization extensible, and support-side is supported with adjustable high strength type steel tripod, includes mainly upright bar, brace and horizontal sliding bar.Wall two sides symmetrically installs, it is ensured that it is stablized, and successively installs, successively tamp, steel-made support tripod square steel pipe component is connect with U-shaped resistance column with pin, and the U-shaped resistance column in loam wall L-type corner two is linked to be entirety in a welding manner, it is ensured that its side loaded power meets intensity requirement.Linear type loam wall can not only be met using the rammed earth wall of building of the present invention, can also high quality realization L-type wall building.
Description
Technical field
The present invention relates to technical field of buildings, especially a kind of raw-soil loam wall U-shaped resistance column and sliding slot template system.
Background technology
Traditional raw-soil house has long history in China, have gather materials on the spot, easy construction, cheap, winter warm up the summer
The features such as cool, environmental-friendly, however as widely available and material of raw-soil structure itself shock resistance of Reinforced Concrete Materials in recent years
The influence of difference, the unfavorable factors such as intensity is low, durability is poor, has the gesture for the arena of history that fades out gradually in northwest or even the whole nation.However,
In the case where environmental pollution, mountain area material shortage and people expedite the emergence of the factors such as the attention of traditional culture, National Development and Reform Committee lives to build
Portion, each place successively put into effect relevant policies and earthen construction, each building university are protected more to rise recovery rammed earth culture, improved and pass
The research topic of system technology, is allowed to continue as the mankind in the new era to be utilized.
The disadvantages origin causes of formation such as material of raw-soil structure shock resistance is poor, intensity is low are various, and first, reinforcing bar, concrete, building block are contour
The popularitys of strength materials is high, is considered as preferred material already, and secondly, difficulty of construction is low when these materials'uses, and has
As guidance, simple and convenient and intensity is reliable for detailed construction, construction, earthquake resistant code.Popularity, convenience make it replace gradually
Brilliant historical role of the material of raw-soil structure in China.
Study carefully itself reason, comes from raw material on one side.For adobe house, experience is by adding Wheat Straw in sun-dried mud brick
Equal auxiliary materials do not reach requirement still to promote its intensity, and for loam wall, it is important that being a little exactly rammed earth wall form cannot
Meet loam wall intensity requirement, most areas are still using the wooden wallboard, the traditional method of folder label, hoop head, some areas are even
The traditional method of rammed earth is built using version, the cob wall mould material first of both the above method building should not be placed and be had enough to meet the need, rammed earth
When lack limit shifting measure appropriate, often lead to rammed earth unevenness, occur swollen mould, inclinations etc. seriously damage intensity and shock resistance etc.
As a result, moreover, corner template is not easy to install, door-window opening position is inconsiderate, and the up-narrow and down-wide influence of loam wall is beautiful, dismounting
Metope out-of-flatness when template, neighboring walls generate vertical gap, height-limited, and no matter rafter beats wall or plate beats wall and is required for moving
Wallboard, this also causes its intensity to be had a greatly reduced quality, in summary various unfavorable factors, and invention is a kind of high-quality and has extensive practicability
Rammed earth wall form become improve loam wall present situation the most important thing.
Invention content
In view of the above problems, the object of the present invention is to provide a kind of raw-soil loam wall U-shaped resistance columns and sliding slot
Template system.
The present invention fully considers on the basis of can abandon some rammed earth wall forms preparation complexity, design complicated
The convenience that the processing of member of formation obtains, effectively overcomes various drawbacks of conventional method, is suitable for successively rammed earth, not only
It can be used for laboratory building experiment loam wall, can also be promoted the use of in vast loam wall area, be loam wall mould at this stage
The optimal selection of plate.
The technical scheme is that：A kind of raw-soil loam wall U-shaped resistance column and sliding slot template system, including wooden mould
Plate 1, U-shaped resistance column 2 and adjustable shaped steel tripod system 5, the U-shaped resistance column 2 connect into institute using channel steel web butt welding
The double-U-shaped resistance column 3 of "-" type is stated, the U-shaped resistance column 2 is using the channel steel edge of a wing with another channel steel web to being welded into the double U of the L-type
The soldering iron cushion cap 9 wide with it is welded in the outside of type resistance column 4, the U-shaped resistance column, and the receptacle electrical connector 10 is mounted on
On the soldering iron cushion cap 9, it is connected with brace 8 with the pin 12, the wooden formwork 1 is from the U-type groove of U-shaped resistance column 2
Upper end slides into；
The adjustable shaped steel tripod system 5 includes variable tripod support level slide bar 7, brace 8 and is close to wooden mould
The vertical upright bar 6 of U-shaped of plate, about the 6 vertical upright bar are that upright bar reserving hole is arranged in spacing every wooden formwork height
11, the L-type steel component 13 is connect with the variable tripod support level slide bar 7 of bottom by "door" type pin clamp 15, is led to
Cross described hole 16, pin 12 and receptacle electrical connector 10 brace 8 is mounted on soldering iron cushion cap 9, the lower end of the brace 8 with it is variable
Upper 17 support top of anti-skid node of tripod support level slide bar 7 is formed whole.
Further, the wooden formwork 1 uses variable cross-section, and it is wide that both ends cross-sectional width is slightly less than stage casing panel section
Degree, the length of wooden formwork 1 is 300 modulus, and width is 50 modulus, described using artificial wooden boards and rib in length and breadth
Rib materials are any one in square steel, the lumps of wood.
Further, 1 both ends width of the wooden formwork is identical as the channel steel web height of U-shaped resistance column 2, the wood
1 stage casing thickness of matter formwork is equal with the channel steel of U-shaped resistance column 2 height, it is ensured that the wooden formwork 1 is tight with U-shaped resistance column 2
Close connection, and make loam wall wall surface levelling, the height of the height of the wooden formwork 1 and U-shaped resistance column 2 is at certain modulus
Times.
Further, it is welded with the soldering iron cushion cap 9 wide with it and receptacle electrical connector 10 on the U-shaped resistance column, is aided with cylinder
Shape pin 12 is fixed.
Further, the soldering iron cushion cap 9, receptacle electrical connector 10 be weld before formwork erection it is integral.
Further, the quantity that soldering iron cushion cap 9 and receptacle electrical connector 10 are welded on the described every U-shaped resistance column 2 is 2
Group, and it is made to be located proximate to both ends, when support, can be selected by rammed earth condition at support one or upper and lower ends support.
Further, the variable tripod support level slide bar 7 is equipped with several equal anti-skid nodes 17 of spacing
Thrust power is provided for brace 8.
Further, the variable triangular support bracket horizontal sliding bar 7 and the L-type steel component for being close to 1 outside of wooden formwork
13 are connected, and the L-type steel component 13 is equipped with fixes variable tripod support with L-type steel preformed hole 14, the pin clamp 15
Horizontal sliding bar 7 avoids variable 7 left and right displacement of tripod support level slide bar.
Further, the brace 8 is using angle steel, square steel, round steel pipe, channel steel, the lumps of wood, circle bamboo or hollow wall thickness square steel
The length of pipe, the brace 8 is controlled when installing different layers template, the inclination angle for being 45 ° -60 ° with ground angle is kept, with hair
Its maximum support effect is waved, 8 upper end end of the brace is equipped with hole 16, with the pin 12 and U-shaped resistance column 2, "-" type
The double-U-shaped resistance column 4 of double-U-shaped resistance column 3, L-type is fixed, and the lower end of the brace 8 is with 17 constrained displacement of anti-skid node.
Further, the material of the vertical upright bar of the U-shaped 6 is rectangular light steel, and spiral shell at regular intervals is set on outer side
Keyhole hole is used for the fixation of the brace 8.
Compared with prior art, the beneficial effects of the invention are as follows：
(1) versatile.Loam wall of the present invention U-shaped resistance column and sliding slot template system, can be with high quality
Building linear type and square loam wall, can be according to wall body specification different templates panel and U-shaped resistance cylindricality
State is with building variable cross-section, different wall thicknesses, different height wall, and convenient for compacting, standardization, regularization degree are high for inside.
(2) stability is high.Ground has been used for reference in the loam wall that the present invention designs U-shaped resistance column and sliding slot template system, absorption
The principle of domination supported in iron, tunnel, underground continuous wall body, anti-impact force prevent having outstanding advantage, steel in terms of bulging
The frame system template system that constitutes of resistance column keep good rigidity and anti-impact force, and need not be inside loam wall
Perforation, also ensure that it stablizes high-strength building effect to greatest extent.
(3) simple structure is convenient to mount and dismount.Loam wall of the present invention U-shaped resistance column and sliding slot template system, wherein
The U-shaped resistance column of extensible is modularizing member, and all components all do not need live processing, is welded by jack, pin, thrust
Block etc. can connect and meet building and require, joggle between levels template, and after loam wall reaches some strength, only
It needs to remove variable support tripod, the U-shaped resistance column of extensible, wooden formwork successively for every layer from top to bottom.Disassembly process
It is extremely simple, save machinery, manpower.
(4) convenient transport.Loam wall of the present invention U-shaped resistance column and sliding slot template system, altogether by three parts
Composition respectively includes wooden smooth wooden formwork, the U-shaped resistance column of extensible, variable triangular support bracket, each section combined member
Small and light, no large-scale component facilitates workers carry, does not need large scale hoisting machinery.
(5) flexibility is high.Loam wall of the present invention material involved by U-shaped resistance column and sliding slot template system is
Common building materials can gather materials on the spot under normal circumstances, when certain component can not obtain, other similar structures also can be used and replace and not
Influence its building quality, strong applicability.
(6) repeatedly turnover.The U-shaped resistance column of loam wall of the present invention and sliding slot template system also there is peace to tear speed open
Fast feature, and material is high strength steel, it can be with recycled for multiple times without leading to loam wall metope out-of-flatness.Steel are not
It is yielding, therefore this patent is particularly suitable for promoting the use of a large area in vast rammed earth area and extending old building area.
Description of the drawings
Fig. 1 is stereoscopic schematic diagram of the present invention.
Fig. 2 is the monomer schematic diagram of U-shaped resistance column 2 of the invention.
Fig. 3 is the stereoscopic schematic diagram of the double-U-shaped resistance column of L-type of the present invention 3.
Fig. 4 is the soldering iron cushion cap of the present invention and the stereoscopic schematic diagram of receptacle electrical connector.
Fig. 5 is the stereoscopic schematic diagram of the adjustable shaped steel tripod system of the present invention.
Fig. 6 is the schematic diagram at the A of Fig. 5.
Fig. 7 is the stereoscopic schematic diagram of the L-type steel component of the present invention.
In figure：The wooden formworks of 1-, 2-U type resistance columns, the double-U-shaped resistance column of 3- "-" types, the double-U-shaped resistance column of 4-L types, 5-
Adjustable shaped steel tripod system, the vertical upright bar of 6-U words, the variable tripod support level slide bars of 7-, 8- braces, 9- soldering iron cushion caps,
10- receptacle electrical connectors, 11- upright bar reserving holes, 12- pins, 13-L Steel section members, 14-L shaped steel preformed holes, 15- pin clamps,
16- holes, the anti-skid nodes of 17-.
Specific implementation mode
In the description of the present invention, it is to be understood that, term "center", " longitudinal direction ", " transverse direction ", "upper", "lower",
The orientation or positional relationship of the instructions such as "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outside" is
It is based on the orientation or positional relationship shown in the drawings, is merely for convenience of description of the present invention and simplification of the description, rather than instruction or dark
Show that signified device or element must have a particular orientation, with specific azimuth configuration and operation, therefore should not be understood as pair
The limitation of the present invention.In addition, term " first ", " second " etc. are used for description purposes only, it is not understood to indicate or imply phase
To importance or implicitly indicate the quantity of indicated technical characteristic.The feature for defining " first ", " second " etc. as a result, can
To express or implicitly include one or more this feature.In the description of the present invention, unless otherwise indicated, " multiple "
It is meant that two or more.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " installation ", " phase
Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected；It can
Can also be electrical connection to be mechanical connection；It can be directly connected, can also indirectly connected through an intermediary, Ke Yishi
Connection inside two elements.For the ordinary skill in the art, above-mentioned term can be understood by concrete condition
Concrete meaning in the present invention.
The present invention is further illustrated with reference to the accompanying drawings and examples.
As shown, a kind of raw-soil loam wall U-shaped resistance column and sliding slot template system, including U-shaped resistance column 2, a word
The double-U-shaped resistance column 3 of type, the double-U-shaped resistance column 4 of L-type, adjustable type steel support tripod system 5 and wooden formwork 1, template structure
Part is to be equal to resistance column web thickness, intermediate width equal to web and a flank with the U-shaped matched both ends width of 2 size of resistance column
The wooden formwork 1 of the sum of edge thickness, 1 outside of wooden formwork are equipped with the vertical upright bar 6 of U-shaped, and U-shaped resistance column 2 is U-shaped and can
It lengthens, is divided into three kinds according to different building positions：U-shaped resistance column side column 2, the double-U-shaped resistance column 3 of stage casing "-" type and corner
The double-U-shaped resistance column 4 of L-type, each monomer U-shaped socket joint column further include that the soldering iron cushion cap 9 wide with U-shaped column 2, jack are inserted
Seat 10 and cylindrical pin 12, adjustable shaped steel tripod system 5 include variable tripod support level slide bar 7, can be changed triangle
Frame support level slide bar 7 is equipped with the certain anti-skid node 17 in interval, and support-side is equipped with brace 8, and the upper end of brace 8 is equipped with hole
16, the lower end thrust of brace 8 is in anti-skid node 17 on variable tripod support level slide bar 7.The foot of wooden formwork 1 is equipped with
L-type steel component 13 which is provided with tool several L-type steel preformed holes 14 at regular intervals, fixed pin clamp 15, with fixed variable
Tripod support level slide bar 7.
When installation, first waiting for that building wall both sides are put into the U-shaped resistance column 2 of extensible, the double-U-shaped resistance column 3 of "-" type, L
The double-U-shaped resistance column 4 of type, after calibrating position, wooden formwork 1 is inserted into both sides from top to down, forms building cavity, is close to wooden mould
Plate 1 places the vertical upright bar 6 of U-shaped, and is allowed to height more than building wall total height is waited for, first with cylindric pin after the completion of placing
12 fix the vertical upright bar 6 of U-shaped with brace 8, then L-type steel component 13 is fixed by foot outside rammed earth wall form both sides, are inserted into variable
Tripod support level slide bar 7 is reserved variable tripod support level slide bar 7 in L-type steel by "door" type pin clamp 15
14 position of hole is fixed, and to constrain its horizontal displacement, then calibration previously installed brace 8, with cylindrical type pin 12 by being reserved in
Brace and receptacle electrical connector 10 and vertical rib are separately connected fixation by the hole 16 of 8 side of brace, and adjustment installs angle, by brace 8
Anti-skid node 17 is fixed in lower end, after both sides install, raw-soil compacting is put into, when rammed earth height to be achieved, under joggle enters
One layer of U-shaped resistance column is inserted into template, both ends tripod, then rammed earth is installed, so that reaching requirement height.
Operation principle：
Loam wall of the present invention U-shaped resistance column and sliding slot template system are suitable for site operation and build various raw-soil rammed earths
Wall, and can high quality, the completion L-type turning wall building of seamless, sequence of construction is successively supporting module, successively building,
First in Construction in Preparatory Stage, prepare modular shuttering element：1. the assembled U-shaped resistance different for edge, stage casing, corner of welding
Column thereon and welds wide soldering iron, special receptacle electrical connector etc..2. prepare meet this template patent requirements, with U-shaped resistance column kit
The wooden formwork of wooden shaping standard, adjustable type steel support can be changed tripod, and reserving hole.3. from bottom to up, preparing
It builds rammed earth wall displacement both sides and places U-shaped resistance column, form rammed earth chamber, after confirming that position is accurate, L-type steel is fixed on ground,
After further confirming that position, embedded plank sheathing, then installs type steel support tripod, prior to upper end pin fixed bit from top
It sets, other end branch peaks at anti-skid node on bottom level slide bar, and after the completion of above-mentioned steps, rammed earth waits for that rammed earth reach a certain height
Afterwards, it repeats above step to continue to install masterplate, installs tripod, rammed earth, until reaching requirement for height.
Template of the present invention is that a kind of both sides symmetrically install, and principle is easily understood, and is suitable for the rammed earth wall form of successively building
Support system, is particularly suitable for the construction of corner wall building, and mould material constitutes simple specification, is easier to obtain, the side of installing
Formula is simple, convenient for disassembly and assembly, can repeatedly be used in turn, and saves building materials.In addition important is to use the new type formwork building
Obtained loam wall surface is smooth, smooth, and intensity is high.Template of the present invention can not only prepare loam wall use in the case where testing room environmental
In experiment, even more vast rammed earth area carry out extensively it is excellent in choosing.
It is enlightenment with above-mentioned desirable embodiment according to the present invention, through the above description, relevant staff is complete
Various changes and amendments can be carried out without departing from the scope of the technological thought of the present invention' entirely.The technology of this invention
Property range is not limited to the contents of the specification, it is necessary to determine its technical scope according to right.
Claims (10)
1. a kind of raw-soil loam wall U-shaped resistance column and sliding slot template system, including wooden formwork (1), U-shaped resistance column (2)
With adjustable shaped steel tripod system (5), which is characterized in that the U-shaped resistance column (2) is connected into described using channel steel web butt welding
The double-U-shaped resistance column (3) of "-" type, the U-shaped resistance column (2) is using the channel steel edge of a wing with another channel steel web to being welded into the L-type
Weld the soldering iron cushion cap (9) wide with it, the receptacle electrical connector in the outside of double-U-shaped resistance column (4), the U-shaped resistance column
(10) it is mounted on the soldering iron cushion cap (9), is connected with brace (8) with the pin (12), the wooden formwork (1) is from U
The upper end of the U-type groove of type resistance column (2) slides into；
The adjustable shaped steel tripod system (5) includes variable tripod support level slide bar (7), brace (8) and is close to wooden
The vertical upright bar of U-shaped (6) of formwork (1) is provided with upright bar reserving hole (11) on the vertical upright bar (6), adjacent described vertical
The spacing of bar reserving hole (11) is the height of wooden formwork (1), the variable tripod of the L-type steel component (13) and bottom
Support level slide bar (7) is connected by "door" type pin clamp (15), passes through described hole (16), pin (12) and receptacle electrical connector
(10) brace (8) is mounted on soldering iron cushion cap (9), the lower end of the brace (8) and variable tripod support level slide bar (7)
Upper anti-skid node (17) support top, formed whole.
2. a kind of raw-soil loam wall U-shaped resistance column and sliding slot template system according to claim 1, which is characterized in that
The wooden formwork (1) uses variable cross-section, both ends cross-sectional width to be slightly less than stage casing panel cross-sectional width, the wooden formwork
(1) length is 300 modulus, and width is 50 modulus, using artificial wooden boards and rib in length and breadth, rib materials be square steel,
Any one in the lumps of wood.
3. a kind of raw-soil loam wall U-shaped resistance column and sliding slot template system according to claim 1, which is characterized in that
Wooden formwork (1) the both ends width is identical as the U-shaped channel steel web height of resistance column (2), in the wooden formwork (1)
Duan Houdu is equal with the channel steel of U-shaped resistance column (2) height, and the wooden formwork (1) closely connect with U-shaped resistance column (2), institute
The height of wooden formwork (1) and the height of U-shaped resistance column (2) are stated into certain modulus times.
4. a kind of raw-soil loam wall U-shaped resistance column and sliding slot template system according to claim 1, which is characterized in that
It is welded with the soldering iron cushion cap (9) wide with it and receptacle electrical connector (10) on the U-shaped resistance column (2), is aided with the cylindric pin
(12) fixed.
5. a kind of raw-soil loam wall U-shaped resistance column and sliding slot template system according to claim 1, which is characterized in that
The soldering iron cushion cap (9), receptacle electrical connector (10) are welded before formwork erection integral.
6. a kind of raw-soil loam wall U-shaped resistance column and sliding slot template system according to claim 1, which is characterized in that
The quantity that soldering iron cushion cap (9) and receptacle electrical connector (10) are welded on the every U-shaped resistance column (2) is 2 groups, and makes its position
Rest against two close end, when support can be selected by rammed earth condition at support one or upper and lower ends support.
7. a kind of raw-soil loam wall U-shaped resistance column and sliding slot template system according to claim 1, which is characterized in that
The variable tripod support level slide bar (7) is equipped with several equal anti-skid nodes (17) of spacing and is provided for brace (8)
Thrust power.
8. a kind of raw-soil loam wall U-shaped resistance column and sliding slot template system according to claim 1, which is characterized in that
The variable triangular support bracket horizontal sliding bar (7) is connected with the L-type steel component (13) being close on the outside of wooden formwork (1), the L
Steel section member (13) is equipped with to be slided with L-type steel preformed hole (14), the fixed variable tripod support level of the pin clamp (15)
Bar (7).
9. a kind of raw-soil loam wall U-shaped resistance column and sliding slot template system according to claim 1, which is characterized in that
The brace (8) using angle steel, square steel, round steel pipe, channel steel, the lumps of wood, circle bamboo or hollow wall thickness square steel tube, the brace (8) with
Ground angle is 45 ° -60 °, and brace (8) the upper end end is equipped with hole (16), with the pin (12) and U-shaped resistance column
(2), the double-U-shaped resistance column (3) of "-" type, the double-U-shaped resistance column (4) of L-type are fixed, and the lower end of the brace (8) is with anti-skid node
(17) constrained displacement.
10. a kind of raw-soil loam wall U-shaped resistance column and sliding slot template system according to claim 1, which is characterized in that
The material of the vertical upright bar of U-shaped (6) is rectangular light steel, and bolt hole at regular intervals is set on outer side for described oblique
The fixation of bar (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710136853.1A CN108571163A (en) | 2017-03-09 | 2017-03-09 | A kind of raw-soil loam wall U-shaped resistance column and sliding slot template system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710136853.1A CN108571163A (en) | 2017-03-09 | 2017-03-09 | A kind of raw-soil loam wall U-shaped resistance column and sliding slot template system |
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| CN108571163A true CN108571163A (en) | 2018-09-25 |
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| CN201710136853.1A Pending CN108571163A (en) | 2017-03-09 | 2017-03-09 | A kind of raw-soil loam wall U-shaped resistance column and sliding slot template system |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109610813A (en) * | 2018-11-20 | 2019-04-12 | 筑梦高科建筑有限公司 | A kind of pouring auxiliary aluminum template system |
| CN114961236A (en) * | 2022-05-23 | 2022-08-30 | 中建一局集团第二建筑有限公司 | Angle-adjustable inclined plate type parapet wall formwork system and construction method thereof |
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| CN109610813A (en) * | 2018-11-20 | 2019-04-12 | 筑梦高科建筑有限公司 | A kind of pouring auxiliary aluminum template system |
| CN114961236A (en) * | 2022-05-23 | 2022-08-30 | 中建一局集团第二建筑有限公司 | Angle-adjustable inclined plate type parapet wall formwork system and construction method thereof |
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