US2185916A - Wall structural unit - Google Patents

Wall structural unit Download PDF

Info

Publication number
US2185916A
US2185916A US144732A US14473237A US2185916A US 2185916 A US2185916 A US 2185916A US 144732 A US144732 A US 144732A US 14473237 A US14473237 A US 14473237A US 2185916 A US2185916 A US 2185916A
Authority
US
United States
Prior art keywords
webs
profiles
base
structural unit
prole
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.)
Expired - Lifetime
Application number
US144732A
Inventor
Groetschel Karl Maria
Toussaint Heinrich
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to US144732A priority Critical patent/US2185916A/en
Application granted granted Critical
Publication of US2185916A publication Critical patent/US2185916A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/14Lining predominantly with metal
    • E21D11/18Arch members ; Network made of arch members ; Ring elements; Polygon elements; Polygon elements inside arches
    • E21D11/20Special cross- sections, e.g. corrugated

Definitions

  • the invention relates to an improvement in wall structural units and the object thereof is to provide metal profiles of general channelshape secured together or which may be secured 5 together in overlapping relation at the joints in such manner as to avoid objectionable stresses on parts of the structure which have detracted from the eiciency of such structures in the past.
  • the base flange of the outer or overlapping member has been stressed beyond its limit of elasticity in forming the joint and permanently damaged thereby.
  • Another object is to so form the structural elements that three surfaces of the one will be in intimate contact with three surfaces of the other whereby resistance to movement is increased.
  • Iron proles similar to channel irons are known, the ends of which overlap at the joints by uniformly interposing the channels under relative pressure. These fit into each other with A outwardly inclined side flanges. A clearance is provided between the base iianges of the profiles lwhereby the channels are adapted to be pressed 30 into each other under wedge action. Securing clips or loops with screw bolts serve as securing means. A compressible insert of wood is usually inserted in the clearance between the base anges in order to produce pressure within the overlapping on three surfaces.
  • the present invention is an improvement on the form of prole described, but avoids its imperfections in that the webs of the pair of proles do not receive the same but a varying inclination.
  • such inclinations of the webs are selected that when interposing the proles of the generally channel shape one within the other, a narrow gap is formed between the contacting pairs of webs, which is open toward the interior of the outer profile and closes when the profiles are pressed into each other. The position of the lateral forces becoming eiective when the securing screws are tightened is thereby shifted from the immediate vicinity of the web roots to the elastic ends of the webs.
  • the channels may therefore be completely drawn into each other without stressing the ,prole webs beyond the limit of elasticity and depriving them of their elastic property.
  • the elasticity of the profile vwebs prevents a constant deformation or rupture of the outer prole within the overlapping of the profiles, ensures a satisfactory binding and allows of the yielding of the frame to be better controlled and regulated.
  • the paths leading from the relatively contacting web surfaces to the corresponding base flange surfaces be formed in such a manner by a rounding off or beveling that when the channels are completely pressed into each other, a narrow space remains in the corners between the proles.
  • This feature ensures the complete effect of the gap or space provided between the webs and will always prevent, in conjunction with the said gap and in the case of correct dimensions, a detrimental linear pressure between the proles so that when the proles are moved together, a detrimental wear and tear cannot take place.
  • Figure 1 shows a cross section through an interposed pair of profiles before the pressing into each other.
  • Figure 2 shows the same after the channels are completely pressed into each other.
  • Figure 3 is a side elevational view of a pair of overlapping profiles with means for holding same together, and
  • Figure 4 is a cross sectional view of the arrangement shown in Figure 3.
  • a indicates the base iiange
  • b the web flanges
  • c the side iianges of the inner profile
  • a', b' and c' indicate the corresponding flanges of the outer profile. Both profiles are preferably dimensioned in cross section in such a manner that with the same weight, they have practically the. same static values.
  • the inclination of the outer surface al of the webs b deviates from the inclination of the inner surface d' of the webs b' in such a manner that when placing the channels into each other, they do not at first completely lit into each other but, as shown in Figure 1, leave a gap or space e between the webs b and b' which is open toward the base flange a'.
  • the inner prole moves into the clearance between the base flanges and the gaps or spaces e are closed, the webs of the outer profile being elastically pressed outwardly and under certain circumstances the webs of the inner profile being elastically pressed inwardly.
  • the spaces e are preferably so dlmensioned by a corresponding inclination of the web surfaces that they are only completely closed when the base flanges of the profiles are in relative contact, as shown in Figure 2.
  • a complete threesurface contact can thereby be obtained within the overlapping of the profiles without inserting a compresslble member between the base anges and the outer proboard will embrace the inner prole in a satisfactory manner.
  • the elastic binding force of the prole webs holds the channels rmly within each other and substantially relieves the connecting screws.
  • the invention is not limited to mine walling but can also be advantageously used in all other structures wherein the same or similar conditions prevail.
  • a structural unit comprising a pair of profile members of channel shape connguration in cross section each including a base part, web parts and side flange parts the ends of which are adapted to be engaged in overlapping engagement,'means for releasably clamping said members together to prevent separative movement of the base parts while permitting of longitudinal sliding movement without rupture, the web parts of each prole member being inclined outwardly relatively to the base part thereof and the web parts of one member being inclined diierently to the web parts of the other member so that when the members are interengaged and the base parts are in contacting engagement with each other narrow wedge-shaped spaces are provided between the web parts which open toward the side ange parts and decrease in area as the pressure of the clamping means is increased.
  • a structural unit as claimed in claim. l in which the paths leading from the contacting surfaces of the web parts to the corresponding base parts and side flange parts are diiIerently rounded oi in such a manner that gaps remain in the corners between the profile members when the latter are clamped together.

Description

Jan 2, 1940- K. M. GRoETscHEl. Er AL 2,185,916
" WALL STRUCTURAL UNIT Filed May 25, 1937 Patented Jan. 2, 1946 PATENT OFFICE 2.185.916 WALT. STRUCTURAL UNIT v Karl Maria Groetschel, Bochum, and Heinrich Toussaint, Berlin-Iankwitz, Germany Application May 25, 1937, Serial No. 144,732
2 Claims.
The invention relates to an improvement in wall structural units and the object thereof is to provide metal profiles of general channelshape secured together or which may be secured 5 together in overlapping relation at the joints in such manner as to avoid objectionable stresses on parts of the structure which have detracted from the eiciency of such structures in the past. Particularly in known structures the base flange of the outer or overlapping member has been stressed beyond its limit of elasticity in forming the joint and permanently damaged thereby. Another object is to so form the structural elements that three surfaces of the one will be in intimate contact with three surfaces of the other whereby resistance to movement is increased.
Other objects and advantages of the invention will be apparent from the detailed description.
These structural units are used in mine walling, for example, and other instances where great strength and durability are required.
Iron proles similar to channel irons are known, the ends of which overlap at the joints by uniformly interposing the channels under relative pressure. These fit into each other with A outwardly inclined side flanges. A clearance is provided between the base iianges of the profiles lwhereby the channels are adapted to be pressed 30 into each other under wedge action. Securing clips or loops with screw bolts serve as securing means. A compressible insert of wood is usually inserted in the clearance between the base anges in order to produce pressure within the overlapping on three surfaces.
A too deep pressing of the profiles into each other will be detrimental to the action of the joints of this character. This occurs if the insert .is too thin or if an insert is not used at all. When the profiles are gradually pressed into each other, the pressure decreases between the initially inclined contact surfaces of the prole webs and increases between the outer edges oi' the base flange of the inner prole and the lower contact lines of the inside of the outer profile. Since the base flange of the inner prole is practically rigid, an excessive pressure may have the result that webs and base ange of the outer profile are excessively stressed and consequently forced apart while being constantly shaped. If this structure is adapted to yield and the proles move together in the direction of the longitudinal axis, the contact edges will be subjected to wear and tear which is detrimental to the sliding of the profiles and the entire wall- (CL 18S-3B) ing will be exposed to the danger of a premature shaping.
'I'he present invention is an improvement on the form of prole described, but avoids its imperfections in that the webs of the pair of proles do not receive the same but a varying inclination. According to the present invention, such inclinations of the webs are selected that when interposing the proles of the generally channel shape one within the other, a narrow gap is formed between the contacting pairs of webs, which is open toward the interior of the outer profile and closes when the profiles are pressed into each other. The position of the lateral forces becoming eiective when the securing screws are tightened is thereby shifted from the immediate vicinity of the web roots to the elastic ends of the webs. The channels may therefore be completely drawn into each other without stressing the ,prole webs beyond the limit of elasticity and depriving them of their elastic property. The elasticity of the profile vwebs prevents a constant deformation or rupture of the outer prole within the overlapping of the profiles, ensures a satisfactory binding and allows of the yielding of the frame to be better controlled and regulated.
Furthermore, it is proposed that the paths leading from the relatively contacting web surfaces to the corresponding base flange surfaces be formed in such a manner by a rounding off or beveling that when the channels are completely pressed into each other, a narrow space remains in the corners between the proles. The same applies to the paths leading from the said web surfaces to the corresponding surfaces of the side flanges provided it is not preferred to make the webs of the inner profile so high that a contact between the side 'flanges cannot take place. This feature ensures the complete effect of the gap or space provided between the webs and will always prevent, in conjunction with the said gap and in the case of correct dimensions, a detrimental linear pressure between the proles so that when the proles are moved together, a detrimental wear and tear cannot take place.
A constructional example of the invention is shown in the accompanying drawing.
Figure 1 shows a cross section through an interposed pair of profiles before the pressing into each other. l
Figure 2 shows the same after the channels are completely pressed into each other.
Figure 3 is a side elevational view of a pair of overlapping profiles with means for holding same together, and
Figure 4 is a cross sectional view of the arrangement shown in Figure 3.
With reference to the figures of the drawing, a indicates the base iiange, b the web flanges, and c the side iianges of the inner profile. a', b' and c' indicate the corresponding flanges of the outer profile. Both profiles are preferably dimensioned in cross section in such a manner that with the same weight, they have practically the. same static values. According to the invention, the inclination of the outer surface al of the webs b deviates from the inclination of the inner surface d' of the webs b' in such a manner that when placing the channels into each other, they do not at first completely lit into each other but, as shown in Figure 1, leave a gap or space e between the webs b and b' which is open toward the base flange a'. When pressing the channels into each other by tightening the screws of the securing clips m, the inner prole moves into the clearance between the base flanges and the gaps or spaces e are closed, the webs of the outer profile being elastically pressed outwardly and under certain circumstances the webs of the inner profile being elastically pressed inwardly. The spaces e are preferably so dlmensioned by a corresponding inclination of the web surfaces that they are only completely closed when the base flanges of the profiles are in relative contact, as shown in Figure 2. A complete threesurface contact can thereby be obtained within the overlapping of the profiles without inserting a compresslble member between the base anges and the outer proiile will embrace the inner prole in a satisfactory manner. The elastic binding force of the prole webs holds the channels rmly within each other and substantially relieves the connecting screws.
It is alsoobvious from Figure 2 thatV after closing the spaces e, gaps remain in the corners of the profiles according to the invention. These gaps are provided because the inner angles between the base flange a' and the webs b' of the outer profile receive curvatures y having a smaller radius than the curvatures h of the outer angies of the base flange a and the webs b of the inner profile. In accordance with the side anges, the radius of the curvatures i between the webs b and the flanges c is smaller than the radius of the curvatures k between the webs b' and the side anges c'. Linear contacts under rigid pressure are thereby avoided.
The invention is not limited to mine walling but can also be advantageously used in all other structures wherein the same or similar conditions prevail. l
Having thus described the invention what is claimed is:
1. A structural unit comprising a pair of profile members of channel shape connguration in cross section each including a base part, web parts and side flange parts the ends of which are adapted to be engaged in overlapping engagement,'means for releasably clamping said members together to prevent separative movement of the base parts while permitting of longitudinal sliding movement without rupture, the web parts of each prole member being inclined outwardly relatively to the base part thereof and the web parts of one member being inclined diierently to the web parts of the other member so that when the members are interengaged and the base parts are in contacting engagement with each other narrow wedge-shaped spaces are provided between the web parts which open toward the side ange parts and decrease in area as the pressure of the clamping means is increased.
2. A structural unit as claimed in claim. l, in which the paths leading from the contacting surfaces of the web parts to the corresponding base parts and side flange parts are diiIerently rounded oi in such a manner that gaps remain in the corners between the profile members when the latter are clamped together.
KARL MARIA GROETSCHEL. IIEINRICH TOUSSAINT.
US144732A 1937-05-25 1937-05-25 Wall structural unit Expired - Lifetime US2185916A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US144732A US2185916A (en) 1937-05-25 1937-05-25 Wall structural unit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US144732A US2185916A (en) 1937-05-25 1937-05-25 Wall structural unit

Publications (1)

Publication Number Publication Date
US2185916A true US2185916A (en) 1940-01-02

Family

ID=22509878

Family Applications (1)

Application Number Title Priority Date Filing Date
US144732A Expired - Lifetime US2185916A (en) 1937-05-25 1937-05-25 Wall structural unit

Country Status (1)

Country Link
US (1) US2185916A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2713774A (en) * 1948-08-24 1955-07-26 Bochumer Eisen Heintzmann Supporting frame, especially mine supports
US2717060A (en) * 1951-04-06 1955-09-06 Nat Steel Corp Arched building structures and elements for same
US2764267A (en) * 1952-08-30 1956-09-25 Western Electric Co Assembly of dissimilar metals and method of manufacture
US2989154A (en) * 1955-03-17 1961-06-20 Nat Steel Corp Building construction
US3023862A (en) * 1958-11-03 1962-03-06 Applic Scient Mine roof supports
US4069638A (en) * 1974-06-05 1978-01-24 Scanovator Ab Structure of lightweight bars and connector means therefore

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2713774A (en) * 1948-08-24 1955-07-26 Bochumer Eisen Heintzmann Supporting frame, especially mine supports
US2717060A (en) * 1951-04-06 1955-09-06 Nat Steel Corp Arched building structures and elements for same
US2764267A (en) * 1952-08-30 1956-09-25 Western Electric Co Assembly of dissimilar metals and method of manufacture
US2989154A (en) * 1955-03-17 1961-06-20 Nat Steel Corp Building construction
US3023862A (en) * 1958-11-03 1962-03-06 Applic Scient Mine roof supports
US4069638A (en) * 1974-06-05 1978-01-24 Scanovator Ab Structure of lightweight bars and connector means therefore

Similar Documents

Publication Publication Date Title
US3797188A (en) Bracket structure for elastic expansion gap sealing devices
US2185916A (en) Wall structural unit
US2632535A (en) Joint between metal members
GB1108751A (en) Road and like expansion joints
US4119387A (en) Pavement joint structures
US2713774A (en) Supporting frame, especially mine supports
US2062686A (en) Rolled section for framing in mines and supporting structure for utilizing same
US6434904B1 (en) Sealing device
US2963753A (en) Hanging arrangement for slidable vehicle doors
IL100843A (en) Formwork panels
DE682147C (en) Iron pit support frame in ring or arch shape
GB1452204A (en) Method of forming structural joints
DE2702672B2 (en) Closed route expansion, especially for underground mine routes
US3046616A (en) Door trim
US2960221A (en) Extrusion press for elongated cross-sections
CA1044907A (en) Profile steel
US20210054860A1 (en) Profile Assembly
DE819987C (en) Socket clamp for pit lining and pit punches made of channel-shaped profiles
DE653527C (en) Iron pit lining in ring or arch form
US3362734A (en) Machine key, expansion type
DE618783C (en) Connection for flexible pit construction in a ring or arch form from overlapping covering iron segments
DE636449C (en) Pit lining made of I-shaped profile iron segments that are joined together and held together at the joints by sleeves
GB1300335A (en) Expansion joint
CN211598299U (en) Profile clamping device for flat structures
US1604594A (en) Piston